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Home My Public Portal AboutResolution No. 24-033 - Accepting the proposal of SAFA Construction LLC for Northern District Water Distribution ImprovementsSponsored By: Interim City Manager RESOLUTION NO. 24-033 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA- LOCKA, FLORIDA, ACCEPTING THE PROPOSAL OF SAFA CONSTRUCTION, LLC FOR NORTHERN DISTRICT WATER DISTRIBUTION IMPROVEMENTS WITHIN THE CITY, PURSUANT TO RFP NO. 24-0108200 AND FURTHER AUTHORIZING THE INTERIM CITY MANAGER TO ENTER INTO AN AGREEMENT WITH SAFA CONSTRUCTION, LLC FOR SAID SERVICES, IN AN AMOUNT NOT TO EXCEED THREE HUNDRED NINETY-SEVEN THOUSAND DOLLARS ($397,000.00) AND IN THE FORM ATTACHED HERETO AS EXHIBIT "A"; FURTHER AUTHORIZING A PROJECT CONTINGENCY BUDGET, IN A TOTAL AMOUNT NOT TO EXCEED TWENTY-FIVE THOUSAND DOLLARS ($25,000.00); PROVIDING FOR ADOPTION OF REPRESENTATIONS; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on December 8, 2023, the City of Opa-Locka ("City") published Request for Proposals (RFP) No. 24-0108200 to obtain services for Northern District Water Distribution Improvements, within the City; and WHEREAS, one (1) sealed proposal was received by the City Clerk's Office and certified by the City Clerk on January 9, 2024; and WHEREAS, Safa Construction, LLC has proposed Three Hundred Ninety -Seven Thousand Dollars ($397,000.00) for the project and the City Commission desires to accept the proposal and further enter into an agreement with Safa Construction, LLC in the contract form attached as Exhibit "A"; and WHEREAS, the Interim City Manager recommends the establishment of a twenty- five thousand dollars ($25,000.00) continency budget for unexpected minor issues which may arise. Any additional amount shall be approved by the City Commission as an amendment to the contract agreement; and WHEREAS, the City Commission finds that acceptance of Safa Construction, LLC's proposal for Northern District Water Distribution Improvements, within the City, is in the best interests of the City of Opa-Locka and its residents. NOW, THEREFORE, BE IT DULY RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA- LOCKA, FLORIDA: SECTION 1. The recitals to the preamble herein are incorporated by reference. Resolution No. 24-033 o : nna Flores, City Clerk SECTION 2. The City Commission of the City of Opa-Locka, Florida hereby accepts the proposal of Safa Construction, LLC relating to Request for Proposals (RFP) 24-0108200, for Northern District Water Distribution Improvements within the City, and hereby authorizes the Interim City Manager, or other authorized person, to enter into the agreement, attached hereto as Exhibit "A", in an amount not to exceed Three Hundred Ninety -Seven Thousand Dollars ($397,000.00); further authorizing a project contingency budget, in a total amount not to exceed Twenty -Five Thousand Dollars ($25,000.00). SECTION 3. Sections of this Resolution may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the City Manager following review by the City Attorney and without need of public hearing, by filing a corrected copy of same with the City. SECTION 4. This Resolution shall take effect upon adoption and is subject to the approval of the Governor or Governor's Designee. PASSED and ADOPTED this 28th day of February, 2024. John H. Tylor Jr., Mayor TTEST: APPROVED AS TO FORM AND LEGAL SUFFICIENCY: Burnadette Norris -Weeks, P City Attorney 2 Resolution No. 24-033 Moved by: Commissioner Williams Seconded by: Commissioner Bass VOTE: 5-0 Commissioner Bass YES Commissioner Kelley YES Commissioner Williams YES Vice Mayor Ervin YES Mayor Taylor YES 3 City of Opa-locka Agenda Cover Memo Department Director: Robert Anathan Department Director Signature: City Manager: Darvin Williams CM Signature: Clue_ ilju."(_"\:_ Commission Meeting Date: 02.15.2024 Item Type: (EnterX in box) Resolution Ordinance: Other` X Fiscal hflpact: (EnterX in box) Yes • Public No Ordinance Reading: (EnterXin box) 1n Reading 2ni!. Reading:'. X Hearing: (Enter X in box) , Yes ., X X Funding Source: Account# : (Enter Fund & Dept) Ex: See Financial Impact Section Advertising Requirement (EnterX to box) • Yes X Contract/P.O. Required: (Enter X in box) :Yes _ .No RFP/RFQ/Bid#: X Strategic Plan Related (EnterX in box) . `:Yes. > ' No. .; Strategic Plan Priority Enhance Organizational Bus. & Economic Public Safety Quality of Education Qual. of Life & City Communication Area: Strategic Plan 04/Strategy: (list the specific objective/strategy this item will address) X i• Dev • • Image , _J a Sponsor Name City Manager Department: Financial Support Services A resolution authorizing the Interim City Manager to accept the proposal of Safa Construction, LLC for Northern District Water Distribution Improvements pursuant to RFP No. 24-0108200 and further authorizing the Interim City Manager to enter into an agreement with Safa Construction, LLC for said services. The City is seeking improvements for the Northern District Water Distribution Request. On December 8, 2023, a Request for Proposal (RFP 24-0108200) was published. The City Clerk certified one (1) proposal document on January 9, 2024, submitted by Safa Construction, LLC. The Interim City Manager is seeking approval to accept the proposal of Safa Construction, LLC and enter into an agreement for the Northern District Water Distribution Improvements. Safa Construction. LLC is a leader in all functions of Heavy Civil Construction and Project Management including contract administration, accounting, planning, design, processing, specs review, field supervision and operations. The Company's staff has expertise in mentoring young professionals, supervising sub- contractors, budgeting, scheduling, reporting progress and completing projects in a timely manner. Financial Impact: The recommended bid is for $397,000. Additionally, staff recommends the establishment of a $25,000 Contingency for unforeseen minor issues which may arise. Following is the FY24 budget for this item: Account Description Available Project Remaining Balance 86-535638 Northern District Water Distribution $397,000 86-535638 Northern District Water Distribution - Contingency $25,000 Total $800,000.00 $422,000.00 $378,000.00 Staff recommends the City Commission approve the recommendation for Safa Construction, LLC and authorize the Interim City Manager to enter into an agreement with said company in the amount of $397,000. Staff further recommends establishment of a $25,000 Contingency to be available for unforeseen minor issues which may arise. Attachment: RFP No. 24-0108200 Bid Certification Bid Proposal MAYOR MIA MI GARDENS WATER MAIN MPROVEMENTS OFFICE OF PUBLIC WORKS, CITY OF OPA-LOCKA VERONICA WILLIAMS VICE MAYOR JOHN H. TAYLOR JR. COMMISSIONER DR. SHERELEAN BASS COMMISSIONER CHRIS DAVIS COMMISSIONER AUDREY DOMINGUEZ PROJECT LOCATION PROJECT LOCATION 1DEX OF SHEETS SHEET NO. SHEET TITLE 1 COVER SHEET P1 KEY MAP C1 -C12 WATER PLAN 013-C18 GENERAL DETAILS C19 GENERAL NOTES AND DETAILS C20 -C23 WATER MAIN PROFILE II I I �� LL-L I�� '- G1RT155 0 _LJ PREPARED BY: MOHAMMED SHARIFUZZAMAN, P.E. P. E. LICENSE NUMBER 67640 H.W.LOCHNER, INC 8750 NW 36th STREET, SUITE 360 MIAMI, FL 33178 PHONE: 305.503.9873 FAX: 305.503.9882 L CCAT1ON MAP (SECTION 16, TOWNSHIP 52 SOUTH, RANGE 41 EAST) Scde: N. T.S. SPACE RESERVED FOR AGENCY APPROVAL STAMP PROJECT LOCATION FOR PERMITS IHIS au H AS BEEN DIGITALLY SIGNED MG SEALED BY MOHA MMED SHARIFUZZAMAN , P.E. ON THE DATE ADJACENT TO SEAL: Mohammed M°hi°"'pN.mmetl swn i4°" 9n®m,„ Sharifuz zaman 93m,P „wI. PRINTED COPES I)i us = WENT ARE NOT CONSIDERED SIGNED AND SEALED AN) NE SIGNATURE MUST BE 0000E0 ON ANY ELECTRONIC COPIES No. REUSIONS - SUBMITTALS DATE 00 00/00/00 SHEET No. COVER PAGE No.1 RSH ARIFU1ZARAN F. 10.2023 - 10 .<O,,!-S0IA\PRl\000019356 \]00 CADD\COVER-SHE£0-0e,.O*9 THE OFFICIAL RECORD OF THIS SHEET 15 3 FORM -4,47S GRAPHIC SCALE 0 50 100 200 `,!"-7.) ' N. W. LOCH NER, INC. CONSULTING ENGINEERS AND PLANNE85 8750 NW 36th STREET - SUITE 360 MIAMI, FLORIDA - 33178 M IAM I GARDENS WATER M AIN IM PROVEMENTS CITY OF OPA-LOCKA KEY MAP 5,6 40 urt NNL 1072 ra z AS SHO WN 18358 P1 11 8 00 20. W. LOCH NER. INC. CONSULTING ENGINEERS AND PLANNER 8750 NW 36th STREET - SUITE 360 M IAM I. FLORIDA - 3 3178 COP T. 1VPIC41 I' HOPE SEANCE CONNECTION (Ws 216, sLH0rf20 CON A.. APICAL 1 HDIE SEANCE COALMAN 1 (WS 2 .16, SP. 3 OF 4) LOT 10 M a-o+o-mm &P U0E `R) 6402.1 51H .1 O A40 uM O X E (NS O B SH . 1 OF 3), MONO MEADS TO BE PDWTALL& c&.( cor 6 W UL P LOT 11 2119-010-0010 34-2116-610-m20 RPUCE (1) SINGLE SERv1CDi 4020 cR01R PLL Np ACAPA EAST / METER 00X0 (WS x10 SH . 1 OF 3). N PAM MAIN IXSTIHO Mf16E5 A BE MINSTI LID 3 EAST. 2' AC WATER MAIN TO 00 44060ON0 13 PLACE PROP. B' PLC (0-9m) 628 LOT11 FIX10:34-2116-M0-0710 Warr '''PROP. 0:01, WY PROP. ERE H NWNT AR ERY (WS 4 .50.511 1 OF 2). STA 209 414.60 17.90' Li PROP. (2) SIN CE SE ANCES AND .ERR 90X 0 (WS 2.10 SX . 1 OF 3). Y Y 0FR5 ro 0 PELOGI LOT 10 pOlW:34-2118-010-07m B. WIMP( EASEMENT 1 I 71 l 1 COAST. APICAL 1' HOPE SERVICE CONNECTONS 6.5 2.16, SH. 3 OF 4) 111 FOLIO: 34-621 - 1001 0-0600 PROP . (2) SINCE SONDES AND PETER BOXES (W S 2.10 SN. 1 OF 3), Y W M. TO BE PELOGTEO LOT8 POLIO 44,34.34._3110_010-0000 Iw 22' 6 IL _ _ _ _S184r0 UGHT EA SEMENT = _- it - ` - 2 STREET 13GIT EASF4EM M IAM I GARDENS WATER MAIN IMPROVEM ENTS CITY OF OPALO CNA GRAIL RLL 5 D 40. 2800* DST LDXO. NC WATER MAIN SERA LOT9 (042.1 FOU P.34-2116-010-0600 J:9 PROP . B°018VM1£ Os 1.o w.1 CP1) oi 4iz:o1, 2) L0T11 A STA. 201.2.. PGA. 34-2116-010-D610 o •SIMPLE POINT 110 REPLACE 2 SINGLE SOLACES AND woo 00X6 (WS 810 SH. 1 OF 3l, EASI N G M ODS TO BE RENA UD E CONINECTDN LOT 8 5* . s rc 41 Para: 2116 -Om -06o oar. 2. AG WATER M AN TO BE ABANDONED IN PLACE PROP. I9' MIN . OFFSET BETTED SEANCE PIPES ( AP .) MATCH UNE SEE SHEET C3 WATER PLAN PROP. (2). SINGLE SDMCFS AND 43002 00441 (W5 210 42 . I OF 3), r 2005 10 BE MOWED CROUP Flu NO ABANDON 4000 31311301823 4304 LOT7 FC::04-2116-610-6970 • II`�-•v I,Sx wNE Irn . 6.ss'M,... W i� I AN � wv. a -o..6' . =L-,,:32 ROP . (R) SINGLE 230 02. AND YEIFA BONA lWS 210 SH. 1 K 3). PROP. 9 'X0 ' 1ES Y ...MBE... AA 204«03.04 592 LT a+N 6276. 01 06430.3 o -moo PROP. 6- P1L (0-900) . G CONS', APIC AL 1' HOPE SEANCE 08, 3 (W5 2SH. 16, 3 OF 4) 4) . L OT9 FW0:34-2116-610-0 400 PROP, (2) 5MCE 000100ES ANTI WET.®7X0 AA 210 SH . 1003). Y M ASS TO BE/8810100 0ROP. (2) MN. SERVC 0 AND METER BOXES (W5 210 91. 1 OF 3). Y LEAPS 10 BE RELOCATED OECi1 ON TWO PAGE 88 LINTY RECORDS Alb 110T7 0-0400 FWOPRROP . (2) SA ME SERVICES AND NUB BOXES (WS 210 91. 1 OF 3) . 1I Y NUM TO BE RELOCATED REPLACE (2) SINCE SEROUS MD M00 BOAS (WS 210 SH, 1 Of 3l, IXSTI A LAVERS ro BE PEIE STALLIED 2116-010-0060 S.Nit .10 S FOR P 9pOTS LICENSE NO.57.0 n MIE AM 20,99 PROP . 6' PC WA1ER MAN o N4A,M, CO.. APICAL 1- HOPE SERVICE CONNECi0N (WS R.IB. Sit 3 0 4) B' GTE VALVE (285 1.0 91. 1 OF 1) OK 3,11 91 . 1, 2) SSA 2JH95.G, 7.73' LT YNPI£ROINT" [(r11 FOU6:34-2116-010-0310 1,4 ZEZO EZZai DISTIVE 0.71.1 wu *mWn.. P. ,wsmw.IWrmsm., 114. KAA AS SHOWN 19356 s PROP. 6' OPLWU PB2P. LIRE 1SEPM - MSEM&Y LOT0"O 0 0]00 POP. (2) 0 80. SIMILES E SLES MO PROP. BOXES (05 210 514. 100 8), r REFERS 10 00 RELOCATED 6'Ma.,, 2, UEN I___ _ - -, r - - - - PROP. O. PVC (C-900) WM 5�00151. TWA . 1' NGPE V I SERVICE CONNECTIONS 'EP (14 216. 511, 3 or ) i. m II PROP. (2) 'ANGLE SEANCES AN D 01 NE1ER BOXES (W5 2.10 5H. 1 OF 3). r METERS TO BE RELOCATED FOU0,34-x116-Gt0-02¢0 II CO TY. HOPE CE 0000008000 (NSme, sit 3 OP.) I LOT 7 1.,L13 FOLIO 34-216-010-0270 PROP (2) 51000 SERVCES AND II METER BOXES (W5 2. 10 SIT. 1 OF 3). ^ r PETERS TO BE RELOCATED I COST.. 2' AC WA ER MAN 10 BE !8W00N50 IN PLACE (ALL WATER PETERS TO BE RELOCA TED BY IMMO) PROP. BYW 'NiE µ STA 202146.95 , 6 .12' U PROP. r K5E (NS 1.0 00 it OF 1) (Ws 3 .11 5M. I, 2) STA. 202+1645, 7.94 ' LL SALBLE PENT I6 ♦M yl' p? am n .-=i=nt•)14 LOTH EPA / 31-2116-010-0110 PROP. (2) SINGLE SER VES MD MEIER BORES (WS 2 .10 SH. I OF 3). r METERS TO BE RELOCATED PROP. (2) SINGLE SER .10Es AND MEIER BOXES (WS 2.10 SH 1 01 3). r METERS TO BE RELOCATED ti5\ REPLACE (2) SINGLE 051200 S MO ME1Ei BOXES (WS 2.10 SH. 1 Of 3), EXISING METERS TO BE RFIMF NLEO WNST. TYPICAL I. HOPE SEICE CONNECTION (X52.16, 5.H. . 3 OF 4) LOT 10 f0u0a4-2 .10-010-0100 PROP . B. GTE VALVE (WS IA 01. 1 OF I) (WS 3.11 SP. I. 2) SAMPLE FORT 17 STA 20011756 LOT9 FOD«3.-2116-010-00W PROP. (2) SINGLE SERVICES ANO METEA 000¢.5 (V5 2.10 SR . 1 OF 3). r METERS TO BE REIBX.0150 MATCH LINESEESHEET C4 CONSTRUCT B. HOPE WM ea PIPE BORST (FAST 6' A/C WM) LO T 7 FOLu:3.-2116 -010 -0070 PROP. (21 5010.E s8RVI2s AND METER BOXES (ITS 2.10 SH. I OF 3), r Woos 70 BE RELOCATED H. W. LOCHNER, INC. CONSULTING ENGINEERS AND PLANNERS 8730 NW 36051 STRE ET - SUITE 360 MIAMI, FLORIDA - 33776 MIAMI GARDENS WATER MAIN IMPROVEMENTS C ITY OF OPA-LOCKA WATER PLAN ssv.nK )I� STA. 200+25.73 7.93' LL IV MID CAR LOT35 FO uO34-2116-001-X000 FOP. 45 ' BEND SPA 300+15.43 15 .92' RT Hw7Ru01 IF HOPE IN Y HPE BURST (EMT 6' yC WM) FOR FERMIS APRAaID GRAPHIC SCALE 0 10 20 1 ( IN EE ) 1'20 ' LEGE ND: H 5< Ezza EzEz GO id PROPOSED *MR voLH DISTI C 0.11 Oat ..0 69.1111/.1• 04:: 01H DE. SW WOOL WS. SW. 4W OLL FO XI. 1 .0.0115 PROPOS. MU WM AS SHOWN 12156 C2 8 e 4 H. W. LOCHNER, INC. CONSULTING ENGINEERS AND PLANNER 8750 NW 36121 STREET - SUITE 360 MIA MI, FLOR IDA - 33178 PROP. (2) SINGLE SERVICES NO !24880223 (WS 2.10 sm. 1 01 3). r mum 10 BE RELOCATED PROP. 6' PVC (1-900) WM L0T15 FO 10:1 4- 2116-01 0-0]50 MOST. 2' AC PATER MN TO BE 0 64820X01 IN PINE GROUT FILL VINO PRA v00N EXIST 6' A/C RAM WIN z' STREET EIGHT EASEMENT e 6— — ' CA RE VAS E 2' SIRCET �6HT USE NET . AAE E (WS ZO00 3.10) STA 179 `^248' FR ,P P PROP. FIRE HYOBAR AREIIBLY (ws x. tl+nsH 1 'i0T 16 FOU srA z 20. 06' Li O:J +-2t16-MO-0]00 6 6' TE E STA 111+]9.13 PROP. (2) SINGLE SWAGES A'0 METER BOXES (WS 210 344. I Of 3), ERR 10 BE RELOCATED LOT 17 4480:31-2110-010-0]70 GROIR FILL AND 06M00N UST 6' AA0 WATER 421N PROP. la PVC (0-948) WY LOT 16 4480.34-2116-010-0760 ROP. (2) 966 E 01X4 100 MD METER 0085 (483 2. 10 SH, 1 F 3). METER 10 BE RELOCATED LOT 19 FOU21111-0113-0]90 MATCH LIFE SEE SHEET Cl PROP. (2) SINGLE SERVICES A30 METER BOXES (MS 2.10 x. 1 OF 3), r HOERR 10 BE RLOCATED LOT FO U0: 3 4- 2116-010-0 6 6 0. II — _ _5TRER I4GHT EAm(E RT 62 STREET LIG HT EASES4EHT COMM. TRIM 1' HOPE SERNCE CONNECIg2) DM 2.16, 31 3481) PROP . (2) SINGLE SE RNC6 VINO METER BOXES (65 2.10 D. 1 OF 3). r ME TER T0 6 RELOCATED LOT EW0:34-2118-010-0650 LOT FOU0 .04.2616-010-0610 CORM. TTPIGL 1' HOPE SERVICE MS 20. 2R (MS 2. 16, SH. 3 F 1) LOT 0-0830 PROP (2) SN0E SETMC6 AND ME1ER B0X6 (M 2.10 SR. 1 F 3), METERS TO 6 RE0ACA1E0 II 'WA: II 11e ll'f'I 11 I+ 0�.�i 61 T 2 II 401 34-2116-010-0620 10 . ...11111.11 i it MATCH LINE SEE SHEET C5 MIA MI GA RDENS WA TER MAIN IMPRO VEMENTS C ITY OF OPA-LOCKA WA TER PLAN PROP. (2) SINGLE SEMMES IRO M OW BOXES (WS 210 SH . 1 OF 3) , r METER TO 6 RFIIK AIEO LOT 55 4480.31-2 266-010-0550 EAST. 2' AC MA1ER MAR TO 6 I BWD0MEO IN P UCE LOT 17 F04 534-2116 -010-0310 Fw0.34-2116-010-0x0 oa r. 2. IC WATER WAN 10 HE 2+NI0ONE0 IN PLACE PROP . (2) SINGLE 0880 6 4+'D EIER FOXES (WS 210 SR. 1 Of 3), r MEIERS M BE RBMX101 N 5) LOT 19 F OU 0,1-2116-Ot0-0x0 I I 6' CAFE VALVE, VANE BCD (WS 1,0, WS 3.10 91 . 1 OF I) STA 604+2 695 0,601 LT PROP . 6' DP WM LOT FOLIO: 434-2116-010-134+0 PROP. FIRE HI0RY R ASSEYftY (WS 1.50. SH 1 2 2), STA 60442695 %sr RT Mal HOPE SERVICE conegrnots 216, SH. S 1) 80.0+00) (R LOT FW0:34-2118-010 04SO PROP. (2) SIN0 .0 SW11C6,„L3+ METER BOXES (20 210 01 1 F 3), r moms 10 BE 0DO G1ED PROP. 1' HOPE SERVICE ABOVE 16 ' STORM PIPE MONDE 1' MN. SEPN UOOH LOT Fwn34-2116-010-0440 PROP. B' PVC (0-948) RR PROP. (2) SINGLE SOTO= AND METER .BOXES (WS 2,10 SR 1 1 + OF 3), r YE'IE16 TO BE RUCHED C OLO . TEPIC LL 1' HOPE 0IR11E WNIECRONS 216 SH . 30F 1) LOT 404+031-2116-010-0430 PROP, (2) SINGLE 1020 8,00 AND METER WAS (WS 210 SR. 1 F 3), r METER 10 0E R600A16 T 2 FOUM31-Ois-mD-0120 FOR FSRMRS pm ARA= L0715 FOLIO: 34-2116-010-0150 PROP . 6133' FEE STA 604 +2695 9:48' LT T MEET 110X_ _ 0 STREET MONT 000 50 PROP. (2) MOLE SEEMS MD METER =ES (M 2.10 SH. 1 OF 3) , 4 nHMIS TO BF RELOCATED 11 '00 IT ono 4+i . N LOT 17 FO U0.3 -7 0-03]0 LOT 18 POLIO, 34-211.010-0 GRAPHIC SCALE D 40 LEGEND: N0.6 ItiSTORATIOX OWED 21 3.01,306 RmIMEN KSIORMION o -mw m..XMl a..1 111 N CI r te_ mom= 4006+06 irt MIMEO Mt ... as AS SHOWN } 8 LOT 6 0011:34-x116-010-8260 JL 11 _ s' si_ rr 4844. E.gMENi _ ._ - _ _ _- - Ir Y — 2 sr EEi tIOH? F AsfLFHr, MFNT I 11 41 CONS. EWA. 1• HOPE SCE 6 (WS 2.16, CSN.. 3 or TS 4aOtm a «D.J 6- 0030 1 TT PROP. 2 003 METER BOIRS(WS NWINCES 2 10 S 00 1 3), U I I 1• vEPRS TO 6E RELOCATED LOT4 FOu0:34-2116-010-0240 Darr. 2• AC 8488 PAN TO BE NIWOONED IN PU CE COMA . 11NEK IT HOPE 5DMCE CONHEC110NS (P5 2 16. Ai. 3 OF 4) NLOT -m 16-01-210-O230 PROP. (2) SINGLE SFRNf6 AN2 METER B0%6 On 2.10 011. 1 OF 3). r 407016 TO BE RP.0CA 100 16-010-0290 M. W. 10509 7R, INC. CONSU LTING ENGINEERS AND PLA NNERS 8750 NW 36th STREET - SUITE 360 MIRK FLORIDA - 33178 LOT FOU0 ,4-0170— 10-02x0 SW= MIME. LOT 15 2. AC WATER MAN DOSE tt6-010-0100 TO BE M LN00NED IN PLACE LOT 16 0000:34-2116-010-0100 PROP . (2) SIN GLE BERMES . 1 METER 0048 Ott 2.10 SA 111031 , r IIEPRS TO BE REOCAT® LOT 17 FOLIO; 34-2116-010-017 0 LOT 18 TO 9E1A& 4700440 14422041E MIAMI GARDENS WATER MAIN IMPROVEMENTS CITY OF OPA-LOCKA PROP. (2) ANGLE SERAC6 44 10 NET. BO%ES 2 10 SR. I OF 3); 1- METERS 10 (20 BE RELOCATED LD T 19 FOLIO: 14-211 8-010- 019 0 PROP. PRE MOPANT ASSEMBLY y0 A 4. 50, 8R 1 OF R) I 20.62 Li --- _ J — — 6 0T111tt GBEMENT M ATCH UNE SEE SHEET CS LOT6 PROP. e• BP 0 410:34-2116-010-0060 REP OT . FIRE HY00000 ASSEMBLY (WS 4.50 , SR 1 OF 21 2 MEET ueHr E15EMENi 6Wi TIM"; RC% 2. 4 H. 1 OF O0 s 310 SH. 1 Of . 11 RT mop . 8 706. 1E5 STA 304421.25 A]0' FOT5 POLIO' .3 6 OOSa PIMP. (2) ANGLE SMILES ND 4 448 BO%ES (WS 210 SH , 1 00 3), r louts TO BE R6OGI6 00001081 8" 213130 X4 BY PIPE BUW l (EXsi B. A/C WY) LDT4 FC D0:34-2716-010-0040 LOTS F 34-:1,0-01D-9a3D PROP. (2) GH GE 5ENC6 NI2 11(160 4808 (WS 210 SH, 1 Of 3), r 414402 6 TO BE REOCATED CONSTRUCT 5` HOPE NL BY PIPE DJ6T ((G1 6• A/C RR) LOT 0676 J4-2116-010-OO26 C NAIL LOT 30 FOLIO: 34 -2116 -001 - OM LOT 29 FCL10:J4-2116-001-0840 LOT 28 FO UCAD4-2118-301-0800 LOT27 FW0:34-2116-001-0920 0610:34-2116-001-0910 LOT 25 0000:34 -2116 -001 -WO O LOT 24 000034-2,16-001- 0890 FORPH6N15 GRAPHIC SCALE 0 10 20 40 (;N �) LEGEND: 54 Peuss. N.N N LA N, DG GULL 605 w0 1777.7rmtrI NNARILLINY 1,7 77 0,,, NLynoprN Arcl1 v777 / Wwww41 MLR M INN, G, DUE L wn 2468 L- SWINE POLI N LOCA1016 YL_ M OM) NM mv5 Sit 4880 .49 ne 44025205 WATER PLAN STAT Of RAN. SE MO. 87 540 AS SHOWN 19356 C4 B' 6010 VALVE WIVE BOX I. 1,0 SI. 1 OF 1) OS 11 8+55.61 STA O. . Rf PROP. 6140' TIT., e GTE VALVE VALVE BOX SA 210 9581, 54.11) Rf SABLE mart 02 N. W. LOCHNER, INC. CONSULTING ENGINEERS AND PLANNERS 8750 NW 36411 STREET - SUITE 360 MIAMI. FLORIDA - 33178 - _ . J. I p ynulr Fu oabrt — — — o %MTV EASEMENT e• uT111y PASf3IEN1 _ _ �6 e __ E ASEMENT_ _ GROUT AIL NM AMMON COST J J —. • 0 A/C WATER WAN V II IX ANN 10 BE ABANDONED INP UCE Al l AM WEN. TO BE e c ...TED TO NEW LOW.. 41 (pl1 LOTI Paull 34-1116--010-0600 S" , PAOP. `2) 9�&!E sER.1ar A1�110 {, CONS. Y MCA/ 1' NODE 4EIER 00X 6 (WS 2.10 SN 16 3). C SENCE SN. 3 CONNECTIONS ` 41 Y WEIERS TD SSE MOC ED 6 A' N(N a eW PROP. I' MOPE *a. O.Y'l%I i Y18 AB OVE 6. N. PROVIDER" 'U.'' '. . SEPORATON a1.0vla PROP . B' PVC (0-900 WY • FN J0:34-2115-009-0010 ME HA MM A SSEMBLY (*50.80,041082). SA 219+44.00 88' LT PROP (2) SINGLE SERVICES AND NOEn 00X6 (WS 2.10 50 1 OF 3), 4EMS TO BE REIDGIEO 0 0/f FILL AND ABWOON IXIS fi` A/C WA1EA WIN LOT13 P000:34-2115-009-0020 HOPE SOME AAP.NIE IB A STORY PIPE, PRON. 1' V OL SErAPAIION PROP. (1) SINGLE MIME AND ETER 00X (WS 2 .10 SH. 1 OF 3) , I. NETER TO BE RELOCATED PROP . (1) MN. SOME AND BOER B0% (WS 2 .10 SH, 1 OF 3), r YETER TORE MODRED LOT 11 FOB. 34-211e-005-0110 PROP. Ire TAPPING SFF N ANO ALYE GTE VALVE VALVE BOXES GS 1.J. 30 1.5, 115 I. O. W5 3.11) 54W PIL POINT I1 GOT ALL AND AB ANDON EX fi' A/0 WATER WAN WS , 30' REAL. �' N CMCIVE M IAMI GARDENS WATER MAIN IMPROVEMENTS CITY OF OPA-LOCRA LOT0 110.134-2110-005-0100 Dir. 2. (0 WATER WAN TO BE +0 +100NE0 N 33460 WATER PLAN LO18 l (0100:34-2110-010-0410 20104 (2) SINGLE SWVIC6 ANO YE105 05 10 (MS 9.10 010 1 OF 3), ¢YElER5roHI610GA1FB PROP. 0803005+ 8 KNOW; (WS 4, 50. i I Of 2)2) 6 VC .�. • PROP. 5" DIP CONS. TRIM 1' HOPE SE RVICE CONNECTONS (WS 216 ,, 8+. MI. + 3 OF 4) GIE VALVE 4ALVE 640 (W5 1 .0 EH 1 DP I) A .3.10 SN. I Ef I) 405+82 .68 4,25' LT LOTS (0110:54-2115-008-0050 PROP. Bk6' TEE, AA 405+67.04 1d1' LT PROP. (2) SINGLE 0844025 AND 4OER 0011E (WS 2 .10 SRI, I Of 3), r 90.5 i0 00 RELOCATED II I 6' GTE VALVE VALVE BOX - (25 1 .0 SIT. 1 OF 1) (25 3.11 SH 1. 2) 402.3.55 5 .21' Li S AIPLB PONT 13 PROP. 8k 61EE, � 'ST ,' 412+41 .52 I` ].03 ' LT 1 LOT Pa10: ..-2115-00.0090 MST . INXS LL 1' NGPE SEANCE CONNECTIONS (WS 2.15 , SN. 3 Of 4) FTYi P0AM10 V C GTE VALVE , VALVE 00X (25 1.0 SN. 1 Of 1) (2S 3.11 SH. 1, 2) SA 60 404+94.53. 5 .29' LT SAVII PONT 14 - PROP. 6X8 ' TEE SA .4 +94 .53, ) .13' LT LOT6 FOL.34-2118-005-0050 40 APHICo SCALE to z GR N EEE '7 RO LEGEND: D4 44+8 0'MU 1.W ® rw mRnr.Ar EZ21 50.40, 11001,5000805ln ®11610 0.4.1 SaNamX soew W.A4nxw.r Ca5111 4 . 111 . 410101. (1611 C SWUM 1.1.4 01 !S SHOWN 18356 1.1, 710 H 010.1101 C5 3.0 1 Oo-0400 CP1SI. 'WEAL IT HOPE SEANCE CONN0040N0 R.14 SHO 3. 01 fi) sI NN ABANDON EXI9Y GROUT6.V4 RU. NAN LOT5 FOLIO( 3X- -on e-0060 EAST. 2.M WATER GBE 00V44 LOT 20 WATER ANN M BE 4.00ONED M P UCE NLOT 1 a-OT0-OPO PROP. (2) mic a 50.:6 AND METER 00X 6 (WS 2.10 91. 1 OF 3). r METERS m BE RELOCATED m Nf Lq it xo1[ NN . mee E61 r Hwc mr -c-n MATCH UNESEE SHEET C4 LOT 20 fOL163W-2116-014-0200 POOP . (2) 9364E 4ERVICEN ONO METER44a14(Ws 2100000 OF20 �' NDEA$ Nl BE PEIO GTED I HDPm nTrP14AL 'xoPE 1e a41 SERVICE CONNECTIONS " M5 21s BH 3 of) 40 H. W. LOCH NER, INC. CONSULTING ENGINEERS AND PLANNE RS 8750 NW 3644 STREET - SUIT E 360 MIAMI. FLORIDA - 33178 LOT FW0 . 3.-2110-010-0010 OUT AND CM FYOST . 6• 4asslAl'rziYlai81i 0 41 s s� c w.. .. m•wfi o. wP . )111111 "IIIIIr • �, .. . I+ P4mucre w,, c Pln. Tmlw I• HOPE ` �rz (WSV10 91: '1.2')) f p p° ' d -•.°e' SERVICE CONNECTERS 9' GTE VNOE, vNK BOX 'su mm' lb T aP ( 516 .Nsx . 3 6 Q -• (ws 311 s . 1, x) INv mom 1r aP (xs 10 SIT 1 w 1) 403.4..X6, 5 I Li, - E-m.De I 010 (WS J .11 SM. I, 2) COXn. MCA. t' HOPE B0 SFAVCF ABOVE 16 STORM PIPE STA 00.1110 223' LT SEMILE CMNECIIONS � " NT IS PROP T 6Y9' TEE. PROVIDE I' MIN. SEPARATION ORS 2.16, 91. 3 OF X) nA 40 2.18.16 , SAMPLE P PM �fi PUS. (2) 540.0 s043004 M'0 PROP. (2) SINGLE SEWMCES NW •-- METER 44X6 (WS 2.10 SM . I OF J) , METER BOXES (WS 2. 10 9 1. I CA 3). r METERS 10 BE RELOCATED r METE TO BE RELOCATED PROP. (2) SINGLE SBRICE3 A ID METER BOXES (WS 2.10 91. 1 OF 3). r METERS TO BE RELOCATIO fOIJo.3.-2116 M00000 . S TAC WATER MAN TO 44 MANDONED IN P UCE PROP. 0) S METER BOXES (NS r (CEPS NENY PROP, *4 3214E 400.14 .64 7.13' LT L OT 1 fOLI0(3X4.0 6-000-0010 SCMCES AND 10 94 1 O4 3) . BE REIM. PROP. (2) SINGLE 04ANCES 220 METER BOXI. (WS 210 91. 1 0f 3), r 3014010 BE RELOCATED CONSTRUCT B' HOPE WN BY PPE BURST (COST 6' A/C WM) 102011IICT B' HOPE WM BY PIPE BURST (21 61 6 A/0 IN) POOP. 225 ' BEND .1 P /04Lam6 LOT 23 4400:34-x110-001-0044 L0122 4(210434-2116-001-0140 LOT 21 Falo, 34 -Otte -WI -0 000 Br PIPE CI i2r 301E WM 00/0 fl6 NW) LOT 2 0 F00D]4- . -001-. 050 GM AO CAA o ar,. ICY WM GROUT FILL AID ABANDON Dfin 6' A/C WATER MAN L0119 6-001-0 o- P. rzSe ' [VAN E 4001 3 0 VALVE, B1.2.12E.- C ATE1.2.12E. VALVE 44 CS 1.7, CS 1.8,4E 1 .0, M WS 1,11) swP6 PPM /12 wu 1 owlAmNz ADj errth wae FO R F ERMIS GRAPHIC SCALE 0 10 20 40 � (IN FEE T) . zD' LEGEND: H Dd Eza Ezza Room ATER 203.2 cmmc 1,61.1.0411 ROMEO 165190110I. yoryglypp yrny 10167.. SYN. 4.011 1'0 FL 141400 w rtR IWmrs PROBED NN 404304 MIAM I G ARDENS WATER MA IN IMPRO VEMENTS CITY OF O PA -LOCMA WATER PLAN LIC ENSE NO . 6. 0 AMA.® AS SHOWN 18356 C6 LEGEND: W Ezza Ezza EZZa STAR RED 110.0/501, sa wOI/Of yr 1a MONO S RO WORN. GRAPHIC SCALE 0 x0 60 11 :%.) ) 1_. p. 1 ,06 , PdOr elo 3593 6 3d AVE 21.1MI 0.0 3591 NW 34 AVE FAST. ROE 1N VNT TO ROAM MY 6' IN IA RD. ..saga ID r .. 1z1.00 121,68 irr ee nc ,,,,,L14. W. 1541,h „TER ' a — — Y s p[ `—mf ISII—R Sv+rtNit SFMER IO 10 3a -2116 -014 - ZOO 606116 AMER SIRMES M DE FEHOhD IND REPIRCN MTH 2' HOPE SERVICE, AND 3' RICK SREL RASm6 PIPE (PRONOE ROMER AR REWIRED) GIFU DU NO MEIER M nuAm) 005010 It NM 10 RENNN 120, 5 R. I. 34-2116 . 1 00 06 00 ■nine: cwolo ufi Ito wro.nr EASEMENT MATCH UNE SEE SHEET C9 F OR P 8RMITS H. W. LOCHNER, INC. CONSULTING ENGINEERS AND PLANNERS 8750 NW 36th STREET - SURE 360 M IAM I, FLORIDA - 33178 MIAMI GARDENS WATER MAIN IMPROVEMENTS CITY OF OPA-OO CKA WATER PLAN OAR oo :ATE :41 .0111Z;AORESSI:RIAL LICE. , M. 07040 0005102 AS SHOWN 19356 C7 12 3425 NW 34 P. DUSRNC WATER SERVICE 10 BE EYWE➢ AND REPLACED 5110 Y NDPE SERVICE, MD 0. BUCK STEEL .HNC PIPE (PROVIDE REDUCER AS REWIRED) (NETER BOX AND 10E2 TO REMNN) xwA3. AVC EXIS1IN 0 T2 ow TO REAR TSATO NW 3• "A COSTING SANCAT ' MING110100 WATER SERv4 TO BE REMOVED AND REPLACED WON 2. HOPE 520IE SMILE.. 2 BLACK STEEL EEL CA SING P (PRO MS REDUCER AS NEOUIRED)(NEIER BOX AND N EVER TO RONUN) 36-2116-014-01,0 woD ir as 3409 NW 34 A. EXTS1. FlRE NNPANI TO RE M. EX 60, 6' NN TO R OM 0J 3 4-2119-014-01 40 3371 NW 34 AVE CASTING WATER SE RVICE TO BE RENOYED IND REP LACED N1 M r . HOPE SERVICE. AND 3' STEEL CASPC FIRE (PROVIDE RED UCER AS WIRED) (METER BO% MD NETER 10 E EMNN) 15400 NW 34 AVE 34 211Z -V14-0450 PrO pOrly 15400 NW 34 AVE 014-04 60 34 211fi 014 0150 Pr ase, AdOrma 3361 NW EXIST. NRE v MN 10 R SWN EXISTING WATER RR0CE'0 BE REMOVED AND REPIILED WITH 2 xNPST WIND E SERVICE. AND P PIPE (PROVIDE REDUCER AS REWIRED) (METER BOX MD METER 10 ROM) le 6357 NW 34 AVE DISTING WATER SERVICE 10 BE 22*1REPLACED 510. 2' HOPE SERVICE CND r BUCK STEEL CPSINC PIPE (FROREDUCED AS REOUIRE00(NIGER BM AND METER TO RENNN) 34-2116-01,0480 1,00 NW AVE 15400 NW 34 AVE 100 34-21115-0010 33se NW 3. me EXIST. EIRE NneelT TO 20100 EXIST. 6' WM TO REV NN DIMING Ir Wu TO ROAN Q I • DESTINE WATER SE RVICE TO BE i REMOVED AND RER 1C0 W1H HOPE ffRACE AND r - B 0 UCK SI S USING PIPE (PROVIDE REDUCER AS I 5 ...ED) (NEVER BOX 20 E METER TO RERA N) IR I LEGEND; N (Ad Ez za mow 01171 VIOL 1.10,471.. 0 4110Xnnlorn., 51.41.0 0113.101500 AMA.. vAcor.src.. •rvNnw„ PROM. W,17 14 nom= ne enwens COSMIC WATER SERVICE 10 BE REMOVED Avo REPIxm Nm � '. '4 \ r HOPE SERVICE MID r BIMK SIFEL CABNO PIPE REWIRED) E REDUCER AS REQUIRED) (VISE) 80X 0.+R YEIFIt 10 REIWN) E ASING WATER SERVICE TO BE REMOVED MID REPLACED WITH 2. HOPE SERVICE MVO r BUCK STEEL CASING PIPE (PROVIDE REDUCER AS REWRED) (NE Rx BOX AND NETER TO m um 1 M ATCH LINE SEE SHEET C10 EYJSTING WATER SERVICE 10 BE REMOVED AND DMA= DM 21 NDPE SERVILE, AND r BU CK S RC CASINO PIPE MO VE REDUCER AS 020PEOUIRD0) (NET BOX AM NETER 10 DONN) BI SMIC WATER SERVICE TO BE REMCIED AND REPLACED W RH 2" HOPE SOME, AND 3' SACK STEEL C ADDO PIPE (PROVIDE REDUCED IS REWR m) (NMI BON AND AEIER TO DU RO FOR I$ ITS GRAPHIC SCALE 10 20 00 � ( IN FEE ) 1 ` � 20' 15491 NW St A VE 20 311-3119=4 ONO 21 15301 NW 33 Pt H. W. LOCHNER, INC. CONSULTING ENGINEERS AN D !HARMERS 8750 NW 36011 STREET - SUITE 360 MIA MI. FLO RID A - 33178 MIAM I GARDENS WATER MAIN IMPROVEM ENTS CITY OF OPA-LO CKA WATER PLAN DALE PROW n OM 111. 9, S02 EXLIXan OPIL ASSHOWN lime. ft 19356 MET C8 MATCH LINE SEE SHEET C7 LEGE ND: l MATCH LINE SEE SHEET C10 N MPOSED W+m ve. N cm°OW+m .K E7 7 -A eg .re nto nnwr P7 72 SWUM OWxN.n0n Rrn0..I10. �— --- —' R77i1 saw.rloatimv 0 POING Su n. La/4 4M mW .� GR APHIC SCALE NM m aw. Num Tam :. 10 SO a0 am. nn mu. I2 ( I6 FEET ) Y 20 ' ]a -R116 -0I•-00. 0 3455 NW 153 sT Mow ERTT. RES MF ASTING WAIE WSERr10E 10 BE TO Rte, 3• HOPE AND IQPVCFD WIN \ — PE (HMOS STEMMER AS PE0NRSIGN \`A F0) ENEN B RID uEIRENx ER m rEW)ST • RE RAN W0TNG 11 • WN R0 80600 .2u SN I SW? MD. � n SAR ONG OW WW TO MAIN I PropertY Address NW .0 AVE MATCH LINE SEE SHEET C11 FOR PERMI TS H. W. LOCNNEF. IN C.PONAIIII ED CON SULT IN G EN GINEERS AND PLANNERS 8]50 NW 36th - 33, -SUITE 360 MIAMI. FLORIDA - 331]B M IAM I G ARDENS WATER MAIN IMPROVEMENTS CITY OF O PA LOCRA WATER PLAN LICENSE PO. PL OW.W° �°I°"" °" `I"` °° Mt HAA S@ ASSHO WN Ma} `,9 19356 >w A row o� n p �rs R 3.A 4:-a"» Ei a� W51. FIRE DPN:T TO MOAN EXIST. B' MI TO EdYNN .5 5 NW 553 SI WATER SEANCE 10 BE REMOVED AND REENACT➢ WITH r HOPE SERVICE. AND 3' BMX STEM R9CASING PIPE (PRIAAE FEWERAS REOunE)(METER ER RR'{,OAN) NET10 r 15 MO, EASEM ENT 'r. mm, x 15290 Nw 34 Av f EIMCE TO BE RFN0050 RAND 565150 D WRH 1' HOPE SEMNE, AND l' EMI, 5608 CASING PPE REW1EW) (METER DE �000*0 E MI 10 RDwN) WOW WATER SEMGE TO BE RESOLD AND REPLACED WITH 1' H OPE SERAPE, AND 3' EXA X SIM G0NG PPE (RONDE REM. AS .1115. (METER 80 0110 METER TO RC1NN) 14 1 661 1 Nu w olaTA018 5 5 1E301 NW 34 A, WSIIG WATER SEANCE TO BE RENEWED AND REVIVED WRX .CS STEEL AStNC PIPP GE ( ER PRO VIDE REDUC ( AS FERIAE➢) (METER BOX AND METER TO RM. 1.5400 NW 34 AVE 15400 NW 34 AVE 1.01 OW 34 AVE 34-2116.14-0 5911 15201 NW 34 A, 4-0990 Properly A0drese 1.01 Nw 34AVE MATCH LINE SEE SHEET c8 3 4_2111 4-0 450 15 400 N W54AVE 15310 Nw 33 el 4-0600 ProPer V 15300 NW 33 461. 500 MEANT DOWN DI MING WATER SERVICES 10 BE RELINED AND REPLACED W1 M 1' HOPE SEANCE AND 3' MACK STEEL GATING PPE (PGNOE REDUCE AS NEEDED) (METER BOX N!0 NETER TO REMAIN) ECS11NG'W11TR SWAGE M BE REMOVED AND5100000086* HOPE SERVICE. AND I' BM X STEEL CASING PM (PROVIDE REDUCER AS REDUREO) (WESER BOX 0 METER 10 ROAM 15E01 NW , AVE -Os90 450. 0044 TO RUM er eee1111 Add.'" 1,01 NW 34 AVE DIST . PRE MORAM TO REMAIN EASING WATER SCRAM M BE RESIOVE AND REPLACE 0 MTH 0' 2' HOPE SEANCE AG 3' B UCK SILEL CASING P PE (PGNDE 5000E AS REWIRE) (METER BOX AND M ETER M REAM) 34 - 059 0 Pr oper,' E11014 '' 1.01 NW 34 AVE MATCH LINE SEESHEET C12 GRAPHIC SCALE 0 GI 30 EXISTING WATER SOMC6 TO 130 REMOVED AND REP LACE D 5111 S 4DPE SERVICE, AND 3' BU CK STEEL MAO PPE (PRIAOE PmIKER A5 (METER BON AND ME TER TO .1011) a0TG WATER SERVICE TO BE REMOVED MO PE RMED W1M 1' HOPE SERVICE, RD 1. BLACK STEEL GAG PPE (PG10E REDUCER AS REWI1(14111RRED) (R EX AND ETER TO REL NN) Proper,' A01111 . s F OR PERMS (1N FEET) Pr op erty A.are. 15341 NW 33 FL LEGEND: i4 34 211n4 Pr op er,' t531/31V.1353x04 M -O 1.81 PRO POSED ko Altema 0 0.0 wun 10/16 t .0101/300 �lwrux (WM 11 017.1 1. le BE MOW SOME POW WACHS PROPOSP 51914/1115 . N. W. LOCHNER, INC. CON SU LTING ENGINEERS AND PLANNERS 8730 NW 36th STREET - SUITE 360 MIAMI, FLORIDA - 33578 MIAM I GARDENS WATER M AIN IMPROV EM ENTS CRY OF OPA -LOCKA WATER PLAN LICE NSF 67040 Ft O hl! ARIA XIII AS SHOWN 19366 C10 MATCH LINE SEE SHEET C9 LEGEND: H 811 088 80 01 COW I NTER 1881.1108 MMW01 M070 /700 NSWR.ROR sa .N.i 81 ... T. mR CZT 8VMvwruNwru 1 :x08 040880 5. 0 PONT 8.106 WPM WA RP 1.37 313 _14 MK. R RwxR GRAPHIC SCALE 0 00 400 ZO' I 40 MO O nwA3. nvL o 'f'.101 .4 811390 PT 888, 88 8T .T8 342 4 NT, 57 IY YN 10 ROM DV. RI M MORANI 10 OA R — / 11 I 1 I 10' UOSIY E ASE MEN T TO 43 _11 37 3.18711M4 - 0370 prmly 3408 181 FOR PE RMITS H. W. LOCH NER, INC. CONSULTING ENGINEERS AND PLANNERS 8750 NW 36th STREET - SUITE 360 M IAM I, FLOR IDA - 33176 M IAMI GA RDENS WATER M AIN IMPRO VEMENTS CITY OF O PA-LOCNA WATER PLAN 33 3 LIC ENSE MO. VW are .2A OR AS SHOWN noectift 19356 C11 3 • 44 ,_ . EXISTING I2" NM TO REILSN VL 15200 Nw 3. AI00 060 MA1ER SMILE TO BE REMOVED NN RE➢U CEDNMI Y HOPE SERVICE. AND 3' BLACK STEEL GSNG PIPE mow IVAIEfi MOVED AND 00 2" HOPE S VC% STEEL (PROVIDE TEW EENAR D) (M METER RE 00' LMDSCAPE EASEM ENT H. W. LOCH NER, INC. CONSULTING ENGINEERS AND PLANNER5 8750 NW 36th STREET - SUITE 350 MIAMI, FLORIDA - 33178 3400 NW 1511EN ` II MEW 15201'N W 3 .1 AVE 3385 NW 151 TE R GIST FRE NOWT TO REMAIN ENV. 6' WN TO RO AN CO MM WATER SOME 10 REMOVED AND REPLACED WCN 2MOPE SEANCE. AND ]" I RUCS STEEL =NC PIPE 400U14(PROVIDE REDUCER AS 1 REWIRED) (META BO% AND METER 00 REMAIN) 3306 NW 151 LEN Easooc WATER SERVICES TO BE R EMOVED IND REPIACCD PER IS 4.16 (014 2 Of 2) (PROVIDE THINGS AS REWIRED) (METER BOMB ONO METERS TO REIGN) M IAMI-DADE COUNTY nD4D 1 IL xE of sEc. x1-sz-A+ CITYOFOPA-LOCKA MIAM I GAR DENS WATER MA IN IMPROVEMENTS CITY OF O PA-LOONA 34-2116-019-1330 Property Adam, 1 3380 N WI01,ER1 MATCH UNE SEE SHEET C10 33U5 NW 151 SEN EXISDNC 12" WM 10 REIGN PROPOSED 2" HOPE SOME {EXIST6"1111 1O REM AIN ). POSED 4" Pr= (C-900) HEADER PIPE PROPOSED 6" PM (0-900) Jl_ _ _ _ — — — FeDGR SAPPLti— T — P.-2116!0 °,-0590 Properly A ddress 15,111 3. NNE EXIST. EIRE 41DRN4 TO REI NN I . I l'i1II / I III1 z/ I Me I( I 0 L tl{LSPIIrNIDC MA104 SERVICE 10 BE I III 1 HOPE µIC, AND . WiRI I NN�CC LE 010 ]' I. I I (P� DIOE REDUCER AS. PO I REppuIRED) (4ETER 404 INS t Ii I 160,10 MOWN) 1-I — _ Grpl 314 "s 32 III 11i1I I i IIII iyl/ I Ill I III I III WATER PLA N Pr op erly Add... 3360 NW 151 TER MOHN4 WMIR SRICE TO 1161101611 AND REF USES WWI 2" HOPE SRWCE, AND 0" MACK STEEL GONG PRE 1 .W 00) 401000 BOER A% M0D WE1ER 10 REMAIN) 1515‘ NW PS PL 00 ' L ANDSCAPE EASEMENT 1 WM INN 0 M=IIIII IM IMIIIIMI OM — — SA -2n5-404-0010 ISIB1 NW 33 PL GRAPHIC SCALE 0 10 20 5151 NW 33 PL 10 . UTILITY GISMO NITER SERVICE 10 S REMOVED AND REPLACED WITH 2" HOPE SER VICE AND 3' BLACK STEEL GSNC PIPE (PROIDE R ODGER AS REQUIRED) (METER BOX AND METER 10 REMAIN) 1 ' 15151 NW 33 PL LEGEND: 14 pq �vr a0 44 006 c 44400840 VoSni4 5.111...011 WINE PAIN LONE., WNW PAS 4M i nDRu nS rma AS SHOWN EN S 19356 C12 EEAE .N DRw�ua a66Ram6.ER DYWD S.DE..E Poonil AND M. ES AMMO 071.1r ION EC Mt PAS A. Eo 2 c oo WA/ S. 1 D RW:AL.P PE� :N::��sWSAa6M OVSiva �NP.RYoc°Axr a ."vx4 M.. I 1 .4. N u'Oi D. a mA r. MS 0.6 D 06491 wA.01.6116 WOK x rw u9¢. OATS to MSDw= SINN Or .76.6 .LC1 a;w OMEN 6 W) Me 10 05.1 MC.Au 71(016 . 1PP 00th CO I C NT ..W ONM 11 010 6907 W nP RAN . 6S ror Br 016X. AS Ole[ rt 91191 DK MM.. 665 MI6 /17l. PMnxN NN W1 M6 6 1066 019113010 NL AL= 691 rtaNN x019030 W 0.c a. fa ilOM A' NONA e OYi0 1CTOM 0WQN0O NA9 6 IM 0011 0401014 9091 Wewn M. 10 40. ALRWA Deara591x111: M1O OL f010106 00001 A 1000 aw e.' PAM AO Ml SNP. V IO L War. OU•Ou Lx. D NA Wei .00 06.6 AS 6 90104 A 1706191Oa CPS. ADO. N. 60. PDX. 7446 N. DaCO MOs� NO 66ra LDa T•wWa .51016 MO PE sSODA A0Acirys m 911.,6 uA.mo . ALTIR µLa • 1 11 100109 � WM i n A A ARi D 0 05 o011 7600511 II ELLwr 0x906. ra w 0 60 0 OD NN. OA. 10 a VW N =M ae MOS 006 OaWCM N EmvS u PROM LOOMS SND.IX m 1. 041 QOM WIN NRa 6 P PP To IN. flrPR�m PtE. OE =e Ia 5 0.41 16 •LL NN Rex6Jst few TO MP. Or oa r mOIa COMO . ID Ma , aL U .N.Br 06910 00 0TOMS L00 220 60149105 Mt 6 0147..1 a M090 0 m 910.4 I3 SUE RN6 Mt... OEM NO 1APIOS pot OE M 00170916 nie a "M WRNS 07 D® 016 SRL Too 47. 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CONSULTING ENGINEERS AND PLANNERS 8750 NW 36th STREE T - SUITE 360 MIAMI, FLORIDA - 33178 MFARE X/01/2002 fEDRIZELL @ STANDARD DETAIL 2 0 4 PRECAST METER VAULT FOR NO -TRAFFIC AREAS) WS 2.17 22, 5oF5 PERMED BE ink) ORV -92 P.0 PPE (0 VIBES) .12:4 2. NLI'°MOUE L NIMD 2ICE N MOM, SEC NO M NOTES. I. TOWNIE UWTW4 DN. SMALL BE NN COW SEALED !p CL NOURNO. PERIU NENTLY ELBR0 AI D. 100100Y SET 10 INN BEREEN 200-220 X. IBS.. COMO INSIDE AND OUT xNx 2-PNF POW ED ROTATUN DIRECTION PERM/W OOLY SPAN: AS NANO, Br ANI®M x CONTROLS CO.. DR AW RMD TOW, 2. D USED TOR REOIMIEO WATER VAL. 1IE U sHML BE UAW.0011' R' AND BNI THE UP *I R00. RPE A RE 10 BE COLORED MAPLE PANIroF 5220. 10/10/229 STANDARD 20141/ TYPICAL M. J. BUTTERFLY VALVE SETTING (24" AND SMALLER) WS 3.12 stt E11 or1 MIAM I GAR DENS WATER MAIN IMPROVEMENTS CITY OF 0002-LOCKA GENERAL DETAILS WRIER SERVICE MINN!FIRE .I. PER W5 A5 RED A 01P. 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ME TOP 6 hE CONCRETE COLLAR OR SAO SHALL BE SSN5IEO A ll RE TOP OF THE 0(440 BP0 OR WALE. ALIA S A PPOS ING CONCRETE COIV R ON SUB 9AL E PROPERLY CO434000 A. CLEATW:E Of 30 S AES FE E FRS/ OBSTRuCro0 N ALL MA VENS WKBDdaii l3 i. Is. E ROS 9EC. COS PET. Afl p. 60140 1E 06/01/2008 APRD0) STANDARD DETAIL MANHOLE / VALVE BOX IN GRASS AREAS SS 21.0 91117 1 6 T PLAN MIL AILME MO MKS 10 BE 1,11 010 4 SAC Mg r MI/ Le/10/NE WADVEL 9( DIANA ARD "TAIL TYPICAL CONNECTION TO EXISTING MAIN WS 4.12 SNLU 1 OF 2 LEGEND: G .V . (ALPS) re ME MN -C O n om 56150 - 4' OR 443102 ®. © EE A Sam BOOT 0 NLOM - 4' CA LAW 05 CANADA SOP (ATM l x 2 AM 4.13 APPLIES) ERAS RPE - r COPPER M MOPE OR 2' HOPE 0 PEE R BOX - 0402 51 610E O 400BOX-rut semrs O HY. Rum 06TH 332253 BDCN HQII.S unms ELL NOTE 0E1µ. IF DK KIR BORES AA N A DA' S ARA M 2. BABBEIM65-r Kos FEE, R ON A4' HEADER (SLP OAF tegmag A STANDARD DETAIL METER BANK - 4" SUPPLY 06/01/1006 PRP • MO Mahal WS 4. 6 51EP262 D,L TRANS SLEE K (NOT E0. 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FLORIDA - 33(78 MIAMI GARDENS WATER MAIN IMPROVEMENTS CITY OF OPA-L0 :0A GENERAL DETAILS OWE 101 4111.0 smmemmuLALFE. sur e ar FORMA m me 'PRAM AS SHO WN 19356 C17 0'017 HEA DER CURB I COPPER M ING WATER 0118 A CORPORATION STOP ROIL BE 9.STNILD WM A RIF E Of I• COPPER NSW WENDING UP OUT O IRE GROUND. ONE 1UING SHALL BE BEM SD 1RT ME END O THE 11060 S L001940 STINOR1 00411. 110 DISTANCE BERM ME END OF BR TUBING MR THE GROUND LORE RILL EC A WNW/O 2' SEE OOMLS BTTR GINTAC1NY a rmA POR- 1010 BF9x11 Off AT N1O 111 IA BAFEMBED. D. IP. wAIFA WII!` I' COP81 IIRWG OR P.V.C. paw. 111 NOM I. SAMPLE PONS COMDIG FROM MDRAN'S N SCW OE A SPEW VALVE MT A REMOVABLE HANDLE. 1. LABEL 01'0 NUMBER ALL WIR E PONS PER H N SLEETS. SAMPLING POINT DUES TYP E Fr CURB &GUTTER N• VALLEY CUTTER ROADw AT SURFACE LIM EROCR BASE STROME TYPE'D' CURB � a SS. GUTTERS AND NRB AM R CUTTER SALL BE CONSTRUCTED NOELIDO A ND SPECIFIC ACCORDANCE 501. THIN 000! DESCN STANDARD 1. CONCRETE SHALL BE IN ACCORDANCE HM EOT SPECFIWTON IOU 88x6 A NIxIMUM 19 -DAY COWREENF STRENGTH OF 3000. PSI. ] WHEN USED ON HIGH 901 Of RWDwAYS, CROSS SLOPE W THE GUTTER MALL MATCH ME CROSS SLOPE Of ME ALAICH THEENT PUP Of CURB THE EOM Of ELEVANN. PAR A.11E 1SHALL Nu. THORNE. OF ME UP SHALL BE 6. N. BACMILL BEHIND Cu.. TO 2'SPEWED BE IN SAL LOw FOR SOD PECTIC1ONSw PLA NS AND 70PP OFF CURB 10 OR 5 S0 00U15 Al 111 LENTO S SNV L BE MACE w000 N HOURS OF CONCRETE PUCNEN? CO NCRETE CURB DETAILS Y 1110E SP -9.5 (FINE. 1RASPC LEVEL '?)SUPERP 10 AVE ASPI RLTC CONCRETE W MS I UF 1100 PER FEAT STANWD S PECIFICATION SECTION 334 WEROCK BASE MATERUI 600 MIN . CALCIUM CARBONATE CONTENT AND FOOT STANDARD SPEC. 100 AV0 .911 CONSTRUCTED IN TA O UFTS COMPACTED TO A DENSIY OF NOi L EA THAN BB0 OF ME .(IMUM DRY DENSITY AS DETERMINED M Al MTI0 T-180 ICON . I&S 100) 12. STABILIZED SUBORN. PER FOOT STAND. S.OPEItFI00110IO0 NS OSECTION ENSIT160 OF NOT TEA MAN 990 OF THE TAXMAN DRY DENSNY AS D(401. 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TAR MD MO M V .0014 Ono RAT tit FORA LIA PIPE MARKINGS ALL PP E AND PIPE FIITW G5 INSTALLED UNDER /NI5 PROJECT WILL 8E COLOR COOED OR BARKED IN ACCORDANCE WITH SUBPARA GRAPH 62-505.321(21)(B)3. F A.C.. USING BLUE AS A PREDOMONNT COLOR. (UNDERGROUND PLASTIC PIPE WIU. BE SCUD - WALL BLUE P PE. WILL 1NVE A CO -EXTRUDED BLUE ExWERRA1 SKIN, OR WILL BE WwTE OR BLACK PPE W ITH BLUE STRIPES INCORPORATED INTO. OR APPLIED T0. THE PIPE WALL: AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPUED TO THE PIPE WALL. PP E STRIPED WRING MNNFACTURING OF 111E PIPE WILL HAVE 009550005 STRIPES THAT RUN PAR ALLEL TO THE 00 15 OF THE PIPE, TH AT ARE LOCATED AT NO GREATER THAN 90 -DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REBAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE IF TAPE OR PAINT 6 USED TO STRIPE PIPE DURING IN STALLATION OF NE PIPE. THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS UNE THAT RUNS PARALLEL TO THE AXIS of THE PIPE AND TIN T 15 LOCATED ALONG THE TOP OF DIE PPE: FOR PIPE WITH AN INTERN AL DIAMETER OF 24 INCHES OR GREATER. TAPE OR PAINT TALL BE APPLED N CON1N0005 LI86 ALONG EACH SIDE OF 111E PIPE A5 WELL A5 ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR 10000 OR BARKED UE UNDERGROUND PIPE) COMIC n Al. DFNFP .y NOTES r*p50 14906W... 06 WATER 50 149 , n ow so u w Nova lo no w, • A temo spALL in AA no Ai .002 . to. DR ANA yor • • mow um mown um me maw= r ow vo w woo W ms, WNW,. 06112"..1 ,0 05.5 7.0ua am wou .01 wNa .mw Ar k. cam ram AC. v .1 AA SAN 10 AVM 10 AM CAC NA NA .1 Ma O ffir PAM 11 36 11( OW MAC 001.920‘ AA A KAM A AI 920 AM AK A OLPOLPoAL LC IAA n AAA vex M ANIA AM 0 Al MA en�.tmi N0a4Imm°:romn Iin'Oml"Imalm w� pAOpnaaar NAN . .010/1 Alt LAS ANA OA • cmi Nto AL t or Am Tv 0- otoui our. R29A om AAA 1•314-. WOVA An 0 Mo en AO A 191 IC ANA • ▪ WAD r at A TIP. MAC N A STA OT AMR. • 1001.. AA AAA. V AL GA MOO A NC AL DC AMR AT Arit 1 At tenn in RC AVOW Ma A CM. . A VA A YMCA w • ""aw`1O"".w,w NowMa nn wa s w m�.ua am ha �wna wiz ,ww . 060. rN ATT - I ca 0. 0e wwr NW 0424(11 1. 424rw wuxl M1°NOsq. AA. .- MA. RP FAA AA ▪ MARA= nr. uu xw AM • 110/1.6 avnw Sw1 W ARA MO DOWNY N m wra can MAMA m. -. A mum. P.10011 AMA. • Ow A NNA= AN ANS AV DC AAA" ▪ or s worwor no two . ova AAA lwxmm. roar LAC PAC O NM mot ran Rianl NA soma ow .nn W M.( POO 10 WCO 05111 MC I A root AOC. DCVO 50.21 LA V AM PAPA NC Lro n W mix mac ow or ramr wawa, *mow sot van t -wawa ma w rou ge TYPICAL WATER METER CONNECTION DETAIL (VA RIES FOR EACH PROPERTY) O WES: m cos ARAM 6 It won w ow. wwww o OC R 10 ANA Ct 9021 S AMA FO MA MA Cr CAA CAA LOON ALVA OF SIVA LA AMC. 6 10 RA ACE A SO AS 10 AO ARN CAA 000. fl ow worts to To et Dr 1.1 02 PROW.. r. Am LA AMP .mac mm AAA N scr um 4 AA TA TAR FA A SRA AAA. OF A MA PAOLO SAM MA A WA At V CAC OCA C AN OS CAC 936 . AAA En WA MA MO PIA F MAMA TO AA MIK AP 10 A AM A IP AMA A AR At o res mow c .9 4 DAM MA Ca Oa MCA W WAS 10. MA MN. NAM DownerP A V AR AM= corn � A' MI� RER-DERM WATER -SEWER GENERAL NOTES 1. A horizontal distance of at least 6 feet, and preferably 10 fe et ( out side to outside), shall be maintained between gravity or pressure s ewer pip es and wat er pipes. The minimum horizontal separati on ca n be reduced to 3 feet f or vac uum -type sewers or for gra vity s ewers where th e t op of the sewer pipe is at least 6 inches b el ow the b ottom of the water pipe. When the above specified horiz ont al distance criteria cannot be met due to an existing underground facility c onflict, smaller separatio ns are all owed if one of the foll owing Is met: al The sew er pipes ar e designed and constructed equal to the water pipe and pressure tested at 150 psi. b) The sewer is encased Ina wat ertight carder pipe or concrete. c) The t op of the s ewer is at l east 18 inches below the b ott om of th e water pipe. A vertical distance of at least 12 inch es ( outside to outside) shall be maintained b etwee n any water a nd s ewer mains with sewer pipes preferably crossing u nder water m ains . The minimum vertical separati on can be reduced to 6 i nch es f or vacuum -type sew ers or f or gravity sewers where the s ewer pipe is bel ow the water main . The cr ossing shall be arrang ed so that all water mai n j oints ar e at least 6 feet from all joints in gravity and pr ess ure s ewer pipes. This dist ance ca n be reduced to 3 feet for vacuum -type sew ers. Wh en the abov e specified vertical dist ance crit eria ca nnot be met due to an existing undergr ound facility conflict, smaller separati ons e all owed if one of the following is met: a) The sewer pipes are designed and co nstructed equal to the water pipe and pressure tested 08150 psi. b) The sewer is e nc ased in a watertight carrier pipe or c oncrete. Air release val ves shall be 91 prided at high points of new force main s anitary sewers . 4. Gra vity sa nitary s ewers c onstr ucted withi n a p1460. wellfi eld protection area shall be C-900 PVC or Ductile Iro n Pipe. The maximum allowable exfltrati on rat e of gravity sanitary sewers c onstructed In a public wellfleld pr otecti on area shall be: a) Residential La nd Uses . Fifty (50) gallons per i nch pipe diameter p er mil e per day, bas ed on a minim um tw o (2) hour test havi ng a minimum of tw o (2) feet of p ositive head abo ve th e crown of the pipe. b) N on -R esidential Land Uses. Tw enty (20) gallons p er i nch pipe diameter p er mil e p er day, based on a mi nimum two (2) h our test havi ng a mi nimum of tw o (2) feet of positi ve head above th e cr ow n of the pipe. c) Any obser ved leaks or any ob viously d ef ective j oints or pipes shall be replac ed even when the total leakage is bel ow that allowed . 5. The maximum allow abl e exfiltrati on rate of gra vity sanitary sewers c onstruct ed outside a public wellfleld pr otecti on area sh all be one hundred (100) gallons per inch pipe diam eter per mile per day, based on a minimum two (2) hour te st h aving a minimum of tw o (21 feet of positive head above the cr own of the pipe. Any observed leaks or any ob viously defective joi nts or pipes shall be replaced even when th e total leakage is bel ow that all owed . F orcemain sanitary sewers co nstructed within a p ublic welifield protecti on area shall be ductile Ir on, C-900 PVC, H DPE or reinf orced concret e press ure s ewer pip es. Th e maxim um all owable exfiltrati on/leak age rate of f orcemain sa nitary sewers shall be: a) Ductile Ir on, C-900 PVC, HDPE and PVC Pipe The all owable leakage rate specified In American Water W orks Associati on Standard (ABA WAS) C600-82 at a test pressure of 100 psi for a duration of not less tha n tw o (2) h ours. b) Rei nforced C oncrete Pressur e Pipe. Half (1/2) the all owable leakage rat e specifi ed in AW WA 0600.82 at a test pressure of 100 psi fora duration of n ot less than tw o (2) hours. 0) Any observed leaks or any obviously defective j oints or pipes shall be replaced even when th e t otal leakage is bel ow that all owed . 8. The c ontractor shall verify nature , depth, and character of existing underground utilities pri or to start of construction. 9. In no case shall a c ontract or install utility pipes, co nduits, c ables, etc . in the same trench ab ov e an existing water or sewer pipe except where they cross. 10. If any area of the w ork site Is fou nd to contain buri ed s olid waste a nd/ or gr ound or ground water c ontamination, the foll owi ng shall aPPiy: a) All w ork In the ar ea shall f oll ow all applicable s afety requirements (e.g., OSHA, etc.) and n otifi cati on must be provided to the appropriate age ncies. b) Immediately notify the E nvir onmental Monit oring a nd Restorati on Divisi on (EMRD) . The EM6D can be contacted *1(305) 372-6700. 4) If contaminated soils and/or burl ed s olid waste material is exca vated during c onstructi on, then they req uire proper ha ndling and disposal In accord ance with the local, state and federal reg ul ati ons. Be advised that the la ndfill owner/operator is the final a uthority on disp osal a nd may have requireme nts bey ond th ose pr ovided by herein. If dsp osal withi n a Mi ami -Dade C ounty owned landfill (Gass I landfill) Is appr opriate and selected, please contact th e Miami -Dade Cou nty Departm ent of solid Waste M an agem ent at (305) 594 .6666 for informatio n. d) The re use of c ontaminated s pits that ar e n ot returned to the original excavation requir es pri or approval of a Soil Management Plan fr om the Environmental Monitoring and Rest oration Di visi on. The E MRD c an be c ontacted 30 (305) 372-6700. 11. Pumps must c omply with th e Nati onal El ectrical Code (NEC) requirem ents for Class I, Gr oup 0, Division 1 locations (Explosion Pro of). 12 The c ontract or is advised that a Tree Remo val/Relocation Permit mayb e required pri or to the removal a nd/ or rel oc ati on of tree r es ources. Prior to remo vi ng or rel ocati ng any tr ees, the Contractor sh all notify the Tree and Forest R esources Secti on of DEBRA at (305)372-6574 or via e-mail at: drseomiamidade.go v or c ontact the m unicipality with t ree ordi nance jurisdiction to obtai n any r eq uired permits. Those trees not interfering with the co nstructi on shall be protected in place in accordance with the pr o 1 4016 of Secti on 24-49 .5 of the Miami -Dade Code. 13. Pl ease n ote that the dem oliti on, remov al, and/or disturbance of existi ng und ergr ound utilities that contain asbest os- cement pipes (ACP) are subject to th e pr ovisi ons of 40 CER-61 S ubpart M. Therefore, purs uant to the provisi ons of 40 CFR-61-145, a NOTICE OF DE MOLITON OR ASBESTOS RENOVATION form m ust be flied with the Air Q uality Man agement D45lon (AQMD) of DERM, at least ten (10) working days prior to starting of any w ork N ote that the badoflli ng and b urial of crushed ACP w ould cause th ese locati ons to be c onsldered active disposal sites a nd subject to 40 CFR-61 .154, and 40 CFR-61 .151 a year after project c ompl etion . Existing standard operating procedures, as well as appli cable federal, stat e and l oc al reg ulat ory crit eri a, must be f oll owed and implemented to minimiz e any p otential release of fugithr e emissions, especially during pr oject construrtl on activities . Th e AQ MD can be c ontacted Ma email at asbestos(dmiamidade.R ov or 305-372-6925. n-,,..a .. .. ...m ..,�.:.. ..e..�...w. ....+r4 . w. ....ho'W. RR...4/30/2014. rib.. ..d w:,.... ., .�.. ,m.rr a..� .,...1.mlx.rw.. N. W. LOCH NER, INC. CONSULTING ENGINEERS AND PLANNERSI 8750 NW 36th STREET - stun 360 NIANI. FLORIDA - 33178 MIAM I GA RDENS WA TER MAIN IMPROVEM ENTS CITY OF OPA-LOCNA GENERAL NOTES AND DETAILS NAPA IMMIN !LON. Ina f OM. MINER W Ogg O6. PAR A TOW AS 18004 001 ec eee 18356 C19 5 1 NW 32ND AVE . NW 32ND AVE. 211. VDO ODO 103 420 11,0 1. 03 0-00 NW ' 51ST TERR. WATER MAIN PROFILE HOR IZO NTA L SCALE, • ME V ER TICA L SCA LE: 1' • EP rus RN. .e �117 S,. a, 100.0 FUR PH dAIIS H. W. LOCH NER, INC. CONSULTING ENGINEERS AND PLA NNER 8750 NW 36th STREET - SUITE 360 MIAM I, FLORIDA - 33178 MIAMI GARDENS WATER MA IN IMPRO VEMENTS CITY OF OPA-LOCNA WATER M AIN PROFILE 40 nr ala al 2122222 20 67640 No t ARN O. 722 ASSHOWN MY= Dv 19356 C20 NW 151ST TERR . NW 33RD AVE. NW 32ND PL. WATER M AIN PROFILE HORR OTAL SCALE:,•• 30.0 NER 11.1. SCALE 1'•1.V FORPEP MRS 1020 100 0/30 H. W. LOCH NER, INC. CON SULTIN G ENGINEERS ANO PLANNERS 8750 NW 3675 STREET - SUITE 360 M IANI. FLORIDA - 33178 MIAMI GARDENS WATER MAIN IMPRO VEMENTS CITY OF O PA -LO CNA WATER M AIN PROFILE 114111 F1 p MO M EMSE MO. E11,140 a2 NMIIi012 AS SHO WN 19358 C21 5 x 3 t 8 0 NW 32ND CT. NW 154TH TERR . NW 154TH TERR. NW 33RD CT. WA TER MAIN PROFILE HO VEancwSME li.• M. O.' H. W. LOCHNER, INC. CONSULTING ENGINEERS AND PLANNERS 8750 NW 3670 ST REET - SUITE 3 60 M IAM I. FLORID A - 33178 MIAM I GAR DENS WA TER M AIN IMPROVEMENTS CITY OF OPA-LOCKA WATER MAIN PROFILE MIT F ORPERMRS '5'1' ...1rOrl DEIT: PROCESSIONA L E NGINEE R LICENSE 110. US. ou t Wan., loze AS SHOWN 19356 C22 NW 33RD CT. WATER MAIN PROFILE VERTIPALSPN. E:1' .5Y FOR PERMITS H. W. LOCHNER, INC. CONSULTING ENGINEERS AND PLANNERS 8750 NW 36th STREET - SUITE 360 MIAMI. FLORIDA - 33178 MIA MI GAR DENS WATER M AIN IMPROVEM ENTS CITY OF O PA .LOCKA WATER MAIN PROFILE ST ATE Of fLORIOA PROFESSIONAL E.I.EX LICENSE .676. [Mt IPRA. AS SHO WN 1.1011 47110 19356 C23 MIAMI GARDENS WATER MAIN IMPROVEMENTS VOLUME II October 2022 Prepared by: H.W. LOCHNER, INC. 8750 NW 36th STREET, SUITE 360 MIAMI, FL 33178 Phone: (305) 503-9873 Mohammed Sharifuzzaman, P.E. FL P.E. License Number 67640 This item has been digitally signed and sealed by Mohammed Sharifuzzaman, P.E. on 12/15/2022. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. THIS PAGE LEFT INTENTIONALLY BLANK TABLE OF CONTENTS CITY OF OPA-LOCKA MIAMI GARDENS WATER MAIN IMPROVEMENTS LOCHNER Project No. 19356 TECHNICAL SPECIFICATIONS UC-000 WATER MAINS UC-900 PVC C900 WATER MAIN UC-033 CONCRETE, MORTAR AND GROUT UC-075 WATER SERVICE INSTALLATIONS UC-080 METER BOXES, SECTIONAL PLATES AND VAULTS FOR WATER SERVICE UC-085 WATER METER VALVES UC-170 CLEANING AND TESTING OF MAIN UC-175 DISINFECTION OF WATER MAIN SECTION 01005 DEFINED TERMS SECTION 01010 SUMMARY OF WORK SECTION 01011 SITE CONDITIONS SECTION 01015 GENERAL REQUIREMENTS SECTION 01016 SAFETY REQUIREMENTS AND PROTECTION OF PROPERTY SECTION 01018 ENVIRONMENTAL CONTAMINATION SECTION 01021 OWNER ALLOWANCES SECTION 01025 MEASUREMENT AND PAYMENT SECTION 01031 GRADES, LINES AND LEVELS SECTION 01070 CUTTING AND PATCHING SECTION 01090 REFERENCE STANDARDS SECTION 01100 SPECIAL PROJECT PROCEDURES SECTION 01140 SECURITY SECTION 01150 PRE -CONSTRUCTION CONFERENCE SECTION 01200 PROJECT MEETINGS SECTION 01152 APPLICATION FOR PAYMENT SECTION 01310 CONSTRUCTION SCHEDULES SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SECTION 01370 SCHEDULE OF VALUES SECTION 01380 CONSTRUCTION PHOTOGRAPHS AND VIDEO PHOTOGRAPHY 10/2022 i Project #19356 SECTION 01410 TESTING AND TESTING LABORATORY SERVICES SECTION 01581 PROJECT SIGNS SECTION 01600 MATERIAL AND EQUIPMENT SHIPMENT, HANDLING, STORAGE, AND PROTECTION SECTION 01700 CONTRACT CLOSEOUT SECTION 01710 CLEANING SECTION 01720 PROJECT RECORD DOCUMENTS SECTION 01725 PROJECT AS-BUILT/RECORD DRAWINGS SECTION 01730 OPERATING AND MAINTENANCE DATA SECTION 01740 PERMITS SECTION 01750 MAINTENANCE OF TRAFFIC AND PUBLIC STREETS SECTION 02230 CLEARING AND GRUBBING SECTION 02314 EXCAVATION, BACKFILL AND FILL FOR STRUCTURAL FACILITY AND UTILITY SYSTEMS SECTION 02505 CLEANING AND TESTING OF MAIN SECTION 02536 PRECAST MANHOLES & COVERS SECTION 02741 PRIME AND TACK COATS SECTION 02745 PAVEMENT REMOVAL AND REPLACEMENT SECTION 02765 PAVEMENT MARKINGS AND TRAFFIC SIGNS SECTION 02900 LANDSCAPING SECTION 03300 CAST -IN -PLACE CONCRETE, REINFORCING AND FORMWORK SECTION 03375 FLOWABLE FILL SECTION 03600 GROUT SECTION 05550 CASTINGS SECTION 15060 PIPING AND FITTINGS SECTION 15065 MISCELLANEOUS MATERIALS SECTION 15070 JACKING AND BORING SECTION 15075 PIPE BURSTING USING PRE -CHLORINATED PIPE SECTION 15080 HORIZONTAL DIRECTIONAL DRILLING SECTION 15100 VALVES, GENERAL SECTION 15102 TAPPING SLEEVES AND TAPPING VALVES SECTION 15110 BUTTERFLY VALVES SECTION 15115 CHECK VALVES SECTION 15120 GATE VALVES SECTION 15125 PLUG VALVES SECTION 15130 MISCELLANEOUS VALVES SECTION 15330 FIRE HYDRANTS APPENDIX A — PERMIT DOCUMENTS Miami -Dade County Fire Department, Miami -Dade County Health Department Miami -Dade County Public Works, City of Miami Gardens, City of Opa-Locka 10/2022 ii Project #19356 SECTION 33 1413 (UC-000) WATER MAINS PART1 GENERAL 1.01 SCOPE A. These Specifications shall govern the design, materials and installation requirements of the OWNER for construction of potable water mains pipes and fittings including fire hydrants, water services, valves and other appurtenances. B. The OWNER does not allow the use of 10 -inch, 14 -inch or 18 -inch pipe, fittings or valves, except as may be approved for connections to existing mains. C. This section does not purport to cover all materials or installation procedures which may be required, whether by the nature of the proposed work, or by the OWNER, or by other regulatory agencies. D. The OWNER intent is to obtain a complete and working installation under this project, and any items of labor, equipment or materials which may reasonably be assumed as necessary to accomplish this end shall be supplied whether or not they are specifically shown on the Plans or stated herein. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. The work shall proceed in accordance with the following specification sections, bound herein: 1. Section 02 00 00 (01011) — "Site Conditions" 2. Section 01 35 26 (01016) — "Safety Requirements and Protection of Property" 3. Section 01 71 23 (01031) — "Grades, Lines and Levels" 4. Section 01 35 13 (01100) — "Special Project Procedures" 5. Section 01 55 26 (01750) — "Maintenance of Traffic and Use of Public Streets" 6. Section 33 05 98 (15065) — "Miscellaneous Materials" B. Water for construction shall be provided in accordance with Section 01 35 13 (01100) "Special Project Procedures". 1.03 QUALITY ASSURANCE A. All material and installation shall be in accordance with the applicable MDWASD's Design and Construction Standard Specifications and Details. B. The material and installation for this project shall be in full compliance with all WASD 9/2019 OPA-LOCKA 10/2022 33 14 13 - 1 PROJECT No. 19356 applicable MDWASD Standards and any other applicable standards listed in Section 01 42 19, (01090) "Reference Standards". Instructions from the OWNER designated representative in the field shall be followed by the Contractor. 1.04 DEFINITIONS A. See section 01 42 16 (01005), "Defined Terms" 1.05 PROJECT APPROVAL A. Potable water mains shall follow the Miami -Dade Water and Sewer Department Rules and Regulations (Implementing order 10-8) and Master Plan for sizing. Mains shall be constructed in accordance to the Water and Sewer Standard Details, cleaned, tested, and disinfected under the supervision of the OWNER designated Construction Manager, in accordance with Section 33 01 10.54 (02505) "Cleaning and Testing of Mains" and Section 33 01 10.58 (UC- 175) "Disinfection of Water Mains". B. In addition, systems shall be designed in accordance with the requirements of the Miami -Dade County Department of Regulatory and Economic Resources (RER) Division of Environmental Resource Management (DERM), Fire Department (Miami -Dade and/or City), Florida Department of Health, and the Miami -Dade Water and Sewer Department Standards and Specifications. 1. Properties shall be serviced by individual meters connected to water services from the water main. 2. Fire hydrants shall be located to provide adequate fire flow protection to properties along the route of the main. Hydrant locations shall be approved by the Fire Department. 3. A sufficient number of valves shall be provided on water mains to minimize inconvenience and sanitary hazards during repairs. Tee and crosses shall have a valve on each branch minus one. Valves should be located at not more than 660 foot intervals. 4. Installed pipe shall be designed to be mechanically restrained to the design pressure. Lengths of restrained pipe shall be identified on the Plans. 1.06 PERMITS, INSPECTIONS AND FEES A. The Contractor shall obtain and pay for all permits, official inspections and all other official fees, in connection with the work, in accordance with Section 01 31 46 (01740), "Permits". B. Inspection by the OWNER personnel is required in addition to, not in lieu of, municipal and other County department inspections (if any). WASD 9/2019 OPA-LOCKA 10/2022 3314 13 - 2 PROJECT No. 19356 C. No installation will be accepted until it has passed all inspections, including pavement installation or replacement. 1.07 PRECONSTRUCTION CONFERENCE A. Prior to commencement of the work, the Contractor shall attend a Preconstruction Conference in accordance with Section 01 31 19.13 (01150) "Preconstruction Conference". 1.08 SUBMITTALS A. The contractor shall submit all shop drawings in accordance with Section 01 33 23 (01340) "Shop Drawings" B. The Contractor shall furnish "As-Builts" in accordance to Section 01 78 40 (01725) "Donation Project As-Builts" and to Section 01 78 39 (01720) "Project Record Documents", whichever applies to the project. C. The contractor shall submit operating and maintenance instructions and all other submittals in accordance with Section 01 78 23 (01730) "Operating and Maintenance Data" D. Where the specifications require test certification or certification that certain products or material furnished are as specified, the contractor shall deliver such certification to the OWNER. No material or equipment shall be approved for use in the work until individual certification has been received. E. Final as-builts shall be submitted to the OWNER at the time of final pressure testing and disinfection. The Contractor shall be responsible for as-builts submittal to all applicable regulatory agencies. 1.08 SAFETY REQUIREMENTS A. See Section 01 35 26 (01016) "Safety Requirements" B. In the instance of men working within the manholes, the Contractor shall provide safety provisions to cover any possible consequences of structural failure and/or flooding. Such provisions might take the form of, but not be limited to, ladder nearby and in position to permit rapid egress; safety harness; stand-by pumping equipment; extra air supplies; and such other measures as the situation and good construction practices might indicate. C. Contractor shall avoid any tampering with active OWNER facilities, such as operating valves on active mains. Any work on active mains shall be coordinated with the appropriate OWNER personnel. PART 2 - PRODUCTS 2.01 PIPE MATERIAL WASD 9/2019 OPA-LOCKA 10/2022 33 14 13 - 3 PROJECT No. 19356 A. All material for use in the project shall be new and of recent manufacturing and shall be the products of reliable manufactures or suppliers who, otherwise specified, have been regularly engaged in the manufacture of such materials and equipment for at least five years. And that comply with the MDWASD standards & specifications, permitted plans and shall use any or all of the following materials: 1. Ductile Iron Pipe in accordance with Section 33 14 00 (15060) "Piping and fittings" can be used at any locations and from sizes 4" to 54". 2. Poly Vinyl Chloride Pipe (PVC) in accordance with Section 33 05 31.16 "PVC C900 water main"; can be used at locations with salt intrusion protection requirements with low heavy traffic loading conditions and from sizes 4" to 16". 3. High Density Polyethylene pipe (HDPE) in accordance with Section 33 05 07.13 (15080) "Horizontal Directional Drilling"; can be used at locations when directional drilling is needed and from sizes as needed and approved by the Engineer. 4. Concrete pipe in accordance with Section 33 05 39 "Concrete water main"; as approved by the Engineer. 5. Steel pipe in accordance with Section 33 05 24.01 (15075) "Aerial Crossings" and 33 14 00 (15060) "Piping and fittings"; can be used at locations when aerial crossings and steel casings are needed and from sizes as needed and approved by the Engineer. B. On areas where there is information that indicates presence of contamination, pipe material shall be Ductile Iron and in accordance with sections 33 14 00 (15060) "Piping and fittings" and 02 61 00 (01018) "Environmental Contamination" 2.02 WATER SERVICES A. See section 33 14 17 (UC-075) "Water Service Installations" 2.03 CASTINGS A. Unless otherwise indicated, all materials, workmanship and practices shall be in accordance with the current edition of the ASTM A48, "Gray Iron Castings", Class 35B. Proof Loading: AASHTO M306 Loading. B. Castings shall be in compliance with Section 33 05 81 (05550) "Castings" C. MANHOLE FRAMES AND COVERS 1. Manhole frames and covers shall be Type "A" with roadway cover, U.S.F.F. No. 310 or approved equal. (See Miami Dade Water and Sewer Department's Standard Detail SS 4.0) The covers shall be cast labeled "Water" and in compliance with Section 33 05 81 (05550) "Castings". D. METER BOX COVERS WASD 9/2019 OPA-LOCKA 10/2022 33 14 13 - 4 PROJECT No. 19356 1. Cast iron meter covers shall have the words "WATER METER" plus the manufacturer's name permanently marked on the top surface of the cover. The letter size may range from 3/8 inch to 3/4 inch with the larger size covers having the larger size letters. The letters on the cast iron covers shall be slightly raised. Covers shall have a non-skid surface pattern, shall be furnished with cast iron meter -reading lids and in compliance with Section 33 05 81 (05550) "Castings". E. VALVE BOXES AND COVERS 1. Valve boxes for use with all main line valves, air release devices and flushing valve outlets shall be WASD No. 3. Valve boxes for use with fire hydrants, service lines, by-pass valves and fire line valves shall be WASD No.2. Valve box covers shall be cast labeled with the letter "W", shall have a roadway type surface, shall be non -rocking, and in compliance with Section 33 05 81 (05550) "Castings". 2.04 BRICK A. Concrete brick shall conform to ASTM Standard C55 "Concrete Building Brick". Clay brick may be substituted for concrete brick. Clay brick shall conform to ASTM Standard C62, "Building Brick (Solid Masonry Units Made from Clay or Shale)". B. Bricks shall have true edges and sharp corners and shall have been cured for at least 14 days before being placed. 2.05 CONCRETE, MORTAR AND GROUT A. See section 03 00 00 (UC-033) "Concrete, mortar and grout" 2.06 FIRE HYDRANTS A. See section 40 05 81.13 (15330) "Fire hydrants" 2.07 VALVES A. See section 40 05 58 (15100) "Valves General" B. See section 40 05 63 (15105) "Ball Valves" C. See section 40 05 64 (15110) "Butterfly Valves" D. See section 40 05 65.23 (15115) "Check Valves" E. See section 40 05 61.23 (15120) "Gate Valves" F. See section 33 14 51 (15130) "Miscellaneous Valves" 2.08 TAPPING SLEEVE AND VALVE A. See section 40 45 76.13 (15102) "Tapping Sleeves and Tapping Valves" WASD 9/2019 OPA-LOCKA 10/2022 33 1413 - 5 PROJECT No. 19356 PART 3 EXECUTION 3.01 CONSTRUCTION METHODS A. Set-up and Verification: The Contractor's Florida Licensed Professional Surveyor and Mapper is required to recover the design baseline and verify the elevations and coordinates on a regular basis as needed. B. The Contractor is required to have a level instrument setup next to the construction site in order to control the vertical alignment of the pipe installation prior to trench backfilling. The level shall be setup daily for use by the surveyor, Contractor's foreman and OWNER Engineer/Inspector. Any underground construction work that does not have a level properly setup will be stopped by the OWNER/Inspector. C. The Contractor is required to have a survey crew record the field information on a daily basis when there is underground pipe installation. The survey crew shall be on -site as needed to record and verify the information before it is covered. Any underground construction work that does not have the information recorded by a survey crew will be stopped by the OWNER/Inspector. The OWNER/Inspector has the authority to order re -excavation of work that was covered without accurate survey measurements. D. The ends of existing mains shall be temporarily capped or plugged and anchored to keep them clean and the joints from blowing apart from internal pressure until the new main can be connected to them. E. Where existing paving is damaged or removed by the Contractor, temporary paving as specified in Section 32 12 16 (02745) "Pavement removal and Replacement" shall be placed the same day as the ditch backfill and it shall be replaced with permanent paving, where shown on the Plans, within thirty (30) days or in accordance with the local governing agency having jurisdiction. F. In addition to specific construction methods specified elsewhere, the following general requirements shall apply to the work under this project. 1. Pipe and fittings shall at all times be handled with great care to avoid damage. In loading and unloading, they shall be lifted with cranes or hoists or slid or rolled on skidways in such manner as to avoid shock. Under no circumstances shall this material be dropped or allowed to roll or slide against obstructions. Pipe and other material shall be distributed along the right-of-way in advance of installation only to the extent approved by the OWNER. Such materials shall be so placed as to keep obstruction to traffic at a minimum. 2. Any work within the pipe and fittings shall be performed with care to prevent damage to the lining. Damaged lining shall be repaired, or the pipe section or fitting replaced as required by the OWNER. No cables, lifting arms, hooks or other devices shall be inserted into the pipe or fitting. All lifting, pulling or pushing mechanisms shall be applied to the exterior WASD 9/2019 OPA-LOCKA 10/2022 3314 13 - 6 PROJECT No. 19356 of the pipe or fitting. 3. The Contractor's attention is called to the fact that connections to existing mains will probably involve the removal of a concrete anchor and cast iron plug; also, that the existing mains may be cast iron with poured lead Sulphur compound, or rubber gasket type joints, concrete with flanged outlet connections, galvanized iron with threaded joints, or others. The Contractor should be equipped with the proper tools and equipment to make connections to any one or more of these existing mains. 4. The Contractor shall eliminate dust annoyance to adjacent property owners by sprinkling his work area with water or by other approved means. G. When mains are to be installed within existing street areas, the Contractor shall limit the amount of ditch open at any one time to one block (approximately 600 feet). The work in each block, including excavation, pipe laying, backfilling and temporary paving shall be completed before proceeding with the work in the next block. H. Boring and jacking operations and trenches remaining open to facilitate the repair of existing underground utilities damaged by the Contractor during excavation shall not be deemed a portion of the allowable 600 feet of open trench, unless otherwise decided by the OWNER at its discretion. I. When mains are to be installed within existing street areas, the Contractor may employ more than one installation crew on the Project but not less than 1200 feet shall separate any two open trench sections as defined hereinbefore. 3.02 EXCAVATION AND COMPACTED BACKFILL A. See section 31 23 33 (02315) "Trenching & Backfilling for piping systems" 3.03 WATER SERVICE INSTALLATIONS A. See Section 33 14 17 (UC-075) "Water Service installations". 3.04 INSTALLATION OF PIPE AND FITTINGS A. The centerline of the pipe shall not vary by more than two inches from the location shown on the Plans and the top of the pipe shall not vary by more than two inches from the established grade, except at points where this tolerance must be changed to clear obstructions or make connections. Deviation from this location will be permitted only upon approval from the OWNER. B. Upon satisfactory excavation of the pipe trench and completion of the pipe bedding, up to the level of the outside bottom of the proposed pipe barrel, recesses for the pipe bells, or couplings, shall be excavated by hand digging. When the pipe is laid in the prepared trench, true to line and grade, the pipe barrel shall receive continuous, uniform support and no pressure will be exerted on the pipe joints from the trench bottom. Placing and compacting the bedding up to WASD 9/2019 OPA-LOCKA 10/2022 33 14 13 - 7 PROJECT No. 19356 the level of the lower one-third of the pipe barrel shall immediately follow the installation of the pipe. C. The interior of the pipes shall be thoroughly cleaned of all foreign matter before being gently lowered into the trench and shall be kept clean during laying operations by means of plugs or other approved methods. During suspension of work for any reason at any time, a suitable stopper shall be placed in the end of the pipe last laid to prevent mud or other foreign material from entering the pipe. Any pipe found defective shall be immediately removed and replaced with sound pipe. D. Lines shall be laid straight and depth of cover shall be maintained as shown on the Plans. Grades or pipe centerline elevations are shown on the Plans. The Contractor will be permitted to use surveying instruments to maintain alignment and grade. At least one elevation shot shall be taken every one hundred feet (100') or portion thereof and deviation along the pipeline. E. All bends, tees and plugs shall be mechanical restrained at a minimum according to standard GS 2.0. Encasement type thrust anchors and collars shall be placed where indicated on the Plans. The bearing area and/or volume of concrete in the anchors and blocks shall be as shown on the Plans. F. All bolts, nuts, gaskets and other joint materials for use in the pipeline shall be properly protected. G. Gaskets shall be properly stored, and care shall be exercised to keep them away from heat, light, oil, gasoline or other petroleum products. Gaskets shall be kept clean at all times and not handled with greasy or dirty hands. Gaskets shall be installed just prior to installation of pipe. H. The joints of all pipelines shall be properly homed. The particular joint used shall be approved by the Engineer prior to installation. I. Unless otherwise directed, pipe shall be laid with the bell ends facing in the direction of laying; and for lines on an appreciable slope, the bells shall, at the discretion of the Engineer, face upgrade. J. Push -on, restrained push -on and mechanical joints in ductile iron pipe and fittings shall be made in accordance with the manufacturer's standards except as otherwise specified herein. Joints between push -on and mechanical joint pipe and/or fittings shall be made in accordance with AWWA Standard C600, "Installation of Ductile Iron Water Mains and Their Appurtenances", except that deflection at joints shall not exceed one half of the manufacturer's recommended allowable deflection, or one-half of the allowable deflection specified in AWWA C600, whichever is the lesser amount. K. Before laying push -on, restrained push -on and mechanical joint pipe and fittings, all lumps, blisters and excess bituminous coating shall be removed from the bell and spigot ends. The outside of each spigot and the inside of each bell shall be WASD 9/2019 OPA-LOCKA 10/2022 33 14 13 - 8 PROJECT No. 19356 wire brushed and wiped clean and dry. The entire gasket groove area shall be free of bumps or any foreign matter which might displace the gasket. The cleaned spigot and gasket shall not be allowed to touch the trench walls or trench bottom at any time. Vegetable soap lubricant shall be applied in accordance with the pipe manufacturer's recommendations, to aid in making the joint. The workmen shall exercise caution to prevent damage to the gasket or the adherence of grease or particles of sand or dirt. Deflections shall be made only after the joint has been assembled. L. Flanged joints shall be used only where indicated on the Plans. Before making up flanged joints in the pipeline, the back of each flange under the bolt heads and the face of each flange shall have all lumps, blisters and excess bituminous coating removed and shall be wire brushed and wiped clean and dry. Flange faces shall be kept clean and dry when making up the joint, and the workmen shall exercise caution to prevent damage to the gasket or the adherence of grease or particles of sand or dirt. Bolts and nuts shall be tightened by opposites in order to keep flange faces square with each other, and to ensure that bolt stresses are evenly distributed. M. Bolts and nuts in flanged and mechanical joints shall be tightened in accordance with the recommendations of the pipe manufacturer for a leak -free joint. The workmen shall exercise caution to prevent overstress. Torque wrenches shall be used until, in the opinion of the Engineer, the workmen have become accustomed to the proper amount of pressure to apply on standard wrenches. N. Cutting of ductile iron pipe for inserting valves, fittings, etc., shall be done by the Contractor in a neat and workmanlike manner without damage to the pipe, the lining, or the coating. Pipe shall be cut with a mechanical pipe saw. After cutting the pipe, the plain end shall be filed to remove all sharp edges and burrs. O. The pipe shall be restrained at reaction points as specified and shown on the Plans. The pipe manufacturer shall instruct the Contractor in the making of such joints. In addition, mechanical restraint per standard GS 2.0 at minimum shall be placed at all bends, tees, plugs and other fittings. Encasement -type thrust anchors and collars shall be placed where indicated on the Plans. P. Taps into ductile iron pipe for corporation stops shall be AWWA tapered thread only, and the Contractor shall provide suitable equipment for this purpose as approved by the OWNER. Q. Any work within the pipe shall be performed with care to prevent damage to the lining. Damaged lining shall be repaired as recommended by the pipe manufacturer or the pipe section replaced as required by the Engineer. No cables, lifting arms or other devices shall be inserted into the pipe. All lifting, pulling, or pushing mechanisms shall be applied to the exterior of the pipe barrel. R. Unless otherwise approved by the Engineer, the pipeline shall be cleaned by pigging at intervals not to exceed 30 lengths of pipe. Cleaning methods shall meet the Engineer's approval, and must be sufficient to remove silt, rocks, or WASD 9/2019 OPA-LOCKA 10/2022 33 14 13 - 9 PROJECT No. 19356 other debris which may have entered the pipeline during its installation. S. Polyethylene encasement of ductile iron pipe and fittings, riser pipe and valves, if required by the OWNER, shall be installed in accordance with ANSI/AWWA C105/A21.5, "Polyethylene Encasement for Ductile -Iron Piping for Water and Other Liquids" Method A or B. T. Polyethylene encasement of valves and ductile iron riser pipes, if required by the OWNER, shall be installed in accordance with ANSI/AWWA C105/A21.5, "Polyethylene Encasement for Ductile -Iron Piping for Water and Other Liquids" Method A, B or C. U. Lines shall be laid straight and depth of cover shall be maintained as shown on the Plans. Grades or pipe centerline elevations are shown on the Plans. The Contractor shall be permitted to use surveying instruments to maintain alignment and grade. At least one elevation shot shall be taken on each length of pipe and recorded. No abrupt changes in direction or grade will be allowed. 3.05 CLEANING, TESTING AND DISINFECTION A. See sections 33 01 10.54 (UC-170) "Cleaning and Testing of Mains" and 33 01 10.58 (UC-175) "Disinfection of Water Mains" 3.06 PAVEMENT RESTORATION A. See section 33 12 16 (02745) "Pavement Removal and Replacement" 3.07 SYSTEM INDENTIFICATION A. All pipe and fittings shall be clearly identified as water mains. The standard color is Cyanine Blue (Carboline, Color No. 2127) for all above ground water system piping and appurtenances. B. Buried pipes shall be color coded with a blue paint as stated in the Florida Administration Code, Subparagraph 62-555.320(21)(6)3 and as required by the Florida Department of Environmental Protection. If paint is applied during installation of the pipe, the paint shall be applied in a continuous line that runs parallel to the axis pipe and that is located on the top of the pipe. For pipes with an internal diameter of 24 -inches or greater, paint shall be applied in continuous lines along each side of the pipe as well as along the top of the pipe. END OF SECTION WASD 9/2019 OPA-LOCKA 10/2022 33 1413 - 10 PROJECT No. 19356 WASD 9/2019 OPA-LOCKA 10/2022 SECTION 33 05 31.16 PVC C900 WATER MAIN PART1 GENERAL 1.01 SCOPE A. This section includes materials, installation, and testing of PVC C900 for water main, conforming to AWWA C900. Size range is 4 through 16 inches. B. PVC C900 water mains are acceptable for use in saltwater intrusion areas with limited heavy vehicle traffic only. Not for use near gas stations or other sites which may have hydrocarbon contamination. C. All PVC pipe used shall be of new or recent manufacturer. Pipe with surface discoloration will not be allowed. D. Pipe Fittings shall be ductile iron. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 33 01 10.54 (02505) "Cleaning and Testing of Mains" B. Section 33 01 10.58 (UC-175) "Disinfection of Water Mains" C. Section 33 14 00 (15060) "Piping and fittings" D. Section 33 14 13 (UC-000) "Water Mains" 1.03 SUBMITTALS A. Submit shop drawings in accordance with the OWNER/MDWASD specifications or submit the Pre -Approved Product List Manufacturer. B. PVC Pipe not on the Pre -Approved Products list shall supply the following: 1. Provide affidavit of compliance with AWWA C900. 2. Submit fully dimensioned cross-section of the bell and barrel of the pipe. Show the bell maximum outside diameter in the pressurized area and its minimum wall thickness at the same location. 3. Submit copies of the following manufacturer -required tests conducted on project pipe: a. Quick -burst strength of pipe and couplings. b. Flattening resistance of pipe. c. Record of additional tests after test sample failure. 33 05 31.16 -1 PROJECT No. 19356 4. Submit manufacturer's literature of gray iron and ductile -iron fittings including dimensions, thickness, weight, coating, lining, and a statement of inspection and compliance with the acceptance tests of AWWA C110 or C153. Submit copy of report of pressure tests for qualifying the designs of all sizes and types of AWWA C153 fittings that are being used in the project. The pressure test shall demonstrate that the minimum safety factor described in AWWA C153 is met. 5. Submit outline drawings and materials description of service connection saddles, corporation stops, and pipe plugs. 6. Submit test results for the restrained joint system to be used certified by an independent test laboratory demonstrating compliance with these specifications for each size and pressure rating. 7. Submit restrained joint system installation instructions. Include bolt torque limitations and assembly tolerances. 1.04 QUALITY CONTROL A. No deflection of joints is allowed for PVC pressure mains. B. PVC pipe shall not be over -homed. Pipe installed below the water table where the homing mark is not visible shall utilize an over -insertion prevention device; EBAA Iron Mega -Stop Series 500; S&B Technical Product, RIG, Resistance Insertion Grip; or approved equal. C. Pipe Embedment Material shall be class 1 backfill material with a maximum rock size of 3/4 -inches. D. The OWNER shall have the final determination on allowing the use of PVC C900 DR 18 for potable water mains. The Contractor/Design Engineer shall obtain approval in writing prior to finalizing 100% construction plans. PART 2 - PRODUCTS 2.01 PIPE A. Pipe 4 -inches through 16 inches shall conform to AWWA C900 DR 18, rubber -ring gasket bell end or plain end with elastomeric gasket coupling, cast iron equivalent outside diameter, material cell classification 12454 per ASTM D1784, latest revision. 2.02 FITTINGS A. Fittings shall be cement lined, Zinc coated Ductile Iron and conform to AWWA C153, latest revision or AWWA C110, latest revision. 2.03 FLANGES A. Flanges on outlets of fittings shall be Class 250 per ASME B16.1. WASD 9/2019 OPA-LOCKA 10/2022 33 05 31.16 - 2 PROJECT No. 19356 B. PVC flanges shall be of the one-piece solid socket design and shall be made of the same material as the pipe. Manufacturer's pressure rating shall be at least 250 psi at a temperature of 73°F. Minimum burst pressure shall be 500 psi. Flanges shall match the dimensions of ASME B16.5, Class 250, steel flanges for outside diameter, bolt circle, and bolt holes. Do not use Van Stone flanges. 2.04 OUTLETS A. All connections to PVC require a saddle. 2.05 RESTRAINED JOINTS A. Provide restrained joints where indicated in the drawings. Restrained joints shall be provided by restraining systems that incorporate a wedge restraint on the restraint ring to provide positive restraint. B. Restraint devices for bell -and -spigot joints shall consist of a split restraint ring installed on the spigot, connected to a solid backup ring seated behind the bell. C. Restraining Glands shall be EBAA Iron Series 2000 and 1600 or approved equal. D. The ASTM A536 ductile iron casting of the restrained gland shall be bonded powder coated. The wedge and wedge assembly shall have a bonded liquid polymer coating applied for corrosion protection. The gland shall utilize torque limiting twist off wedge actuation screws. E. T -bolts, studs, and connecting hardware shall be high -strength, low alloy material in accordance with AWWA C111. F. Design restraining devices to have a 2:1 safety factor based on the design strength of the pipe. 2.06 FLANGED COUPLING ADAPTERS A. See Section 33 05 98 (15065) — "Miscellaneous Materials". 2.07 WYE STRAINERS A. PVC wye strainers shall be manufactured of the same material as the pipe, with 30 - mesh screens and Viton seals. Connecting ends shall be the socket type, solvent welded. Provide one spare screen for each strainer. PART 3 - EXECUTION 3.01 PRODUCT MARKING AND UNDERGROUND LOCATION A. Legibly mark pipe at 5 -foot intervals and each coupling to identify the nominal diameter, the outside diameter base, that is, cast-iron or steel pipe (IPS), the material code for pipe and couplings, the dimension ratio number, AWWA C900, and the seal of the testing agency that verified the suitability of the material for potable water service (NSF/ANSI 61). WASD 9/2019 OPA-LOCKA 10/2022 33 05 31.16 - 3 PROJECT No. 19356 B. Install tracer wire taped to the buried PVC pipe and 3M compatible magnetic location ball markers every 5 feet. See Pre -Approved product list Sheet 10.2. 3.02 DELIVERY AND TEMPORARY STORAGE OF PIPE A. PVC shall be protected from UV degradation caused by extended exposure to direct sun. Pipe with surface discoloration shall not be installed and immediately removed from the project site. Tarps used to protect the pipe from sunlight shall be placed to allow for adequate ventilation to prevent heat build-up. B. Ship, store, and place pipe at the installation site, supporting the pipe uniformly. Avoid scratching the pipe surface. Do not stack higher than 4 feet or with weight on bells. Cover to protect from sunlight. C. Do not drag PVC pipe over the ground, drop it onto the ground, or drop objects on it. D. Store loose pipes on racks with a maximum support spacing of 3 feet. Provide shades for pipe stored outdoors or installed outdoors until the pipe is filled with water. Store fittings indoors in their original cartons. E. Store solvent cement indoors or, if outdoors, shade from direct sunlight exposure. Do not use solvent cements that have exceeded the shelf life marked on the storage container. 3.03 HANDLING PIPE A. Hoist pipe with mechanical equipment using a cloth belt sling or a continuous fiber rope that avoids scratching the pipe. Do not use a chain. Pipes up to 16 inches in diameter may be lowered by rolling on two ropes controlled by snubbing. Pipes up to 6 inches in diameter may be lifted by hand. 3.04 INSTALLING BURIED PIPING A. Bedding material and backfill to 1 foot above the pipe for PVC shall be well graded Class 1 backfill with a max rock size of 3/4 -inch compacted in 6 -inch lifts. The minimum trench width shall be the pipe width plus 24 -inches (12 -inches on each side). B. Before installation, check pipe and fittings for cuts, scratches, gouges, buckling, kinking, or splitting on pipe ends. Remove any pipe section containing defects by cutting out the damaged section of pipe. C. Do not install PVC pipe when the temperature is below 40°F or above 90°F. D. Do not install pipe that is gouged or scratched forming a clear depression. E. Install in accordance with AWWA C605, and as follows. 1. When installing pipe in trenches, do not deviate more than 1 inch from line or 1/4 inch from grade. Measure for grade at the pipe invert. WASD 9/2019 OPA-LOCKA 10/2022 33 05 31.16 -4 PROJECT No. 19356 2. Backfill materials in the pipe zone shall be imported sand per Section 31 23 33 (02315) "Trenching and Backfilling of Piping Systems". Do not add successive layers unless the previous layer is compacted to 90% relative compaction per ASTM D1557. 3. Compact material placed within 12 inches of the outer surface of the pipe by hand tamping only. 4. Compact trench backfill to the specified relative compaction. Do not float pipe. Do not use high -impact hammer -type equipment except where the pipe manufacturer warrants in writing that such use will not damage the pipe. 5. Pipe installed below the water table where the homing mark is not visible shall utilize an over -insertion prevention device. 6. Install detector balls every 100 feet on straight lines, at any point changing direction, vertical or horizontal; in addition, install tracer wire taped every 4 feet to the buried PVC C900 pipe. 3.05 PIPE LAYOUT FOR CURVED ALIGNMENT A. Pipe lengths may not be bent for curved alignment. 3.06 ASSEMBLY OF RUBBER -GASKET PIPE JOINT A. The spigot and bell or bell coupling shall be dirt free and slide together without displacing the rubber ring. Lay the pipe section with the bell coupling facing the direction of laying. B. Insert the rubber ring into the groove in the bell in the trench just before joining the pipes. First clean the groove. Observe the correct direction of the shaped ring. Feel that the ring is completely seated. C. Lubricate the spigot over the taper and up to the full insertion mark with the lubricant supplied by the pipe manufacturer. If the lubricated pipe end touches dirt, clean the pipe end and reapply lubricant. D. Insert the spigot into the bell and force it slowly into position. E. Check that the rubber ring has not left the groove during assembly by passing a feeler gauge around the completed joint. 3.07 CLEANING AND TESTING A. All of the piping installed under this project shall be tested as follows and as directed by the Engineer. 1. With exceptions as noted below, all PVC piping installed under this Contract shall be cleaned and tested according to section 33 01 10.54 (UC-170) "Cleaning and Testing of Mains". WASD 9/2019 OPA-LOCKA 10/2022 33 05 31.16 -5 PROJECT No. 19356 2. Unless otherwise specified elsewhere herein, all PVC water main shall be tested at 150 psi in accordance with ANSI/AWWA C605. 3.08 FIELD QUALITY CONTROL A. All mains shall be flushed to remove all sand, debris, rock and other foreign matter. Dispose of the flushing water without causing a nuisance or property damage. B. Pressure and Leakage Testing: Hydrostatically test all pressure pipe. Test PVC Pipe mains in accordance with ANSI/AWWA C605 -once all backfill is in place and fully compacted, and after all thrust blocks, if applicable, have cured to their design strength. Do not test against closed valves. All pumps, piping and gauges shall be furnished, installed and operated by the Contractor and all such equipment and devices and their installation shall be approved by the Engineer. Pump shall be of a non -pulsating type suitable for this application and gauge accuracy certification may be required at the Engineer of Record's discretion. All pressure and leakage testing shall be done in the presence of a representative of the OWNER as a condition precedent to the approval and acceptance of the system. 3.09 DISINFECTION A. Disinfect in accordance with section 33 01 10.58 (UC-175) "Disinfection of Water Mains and ANSI/AWWA C651 — Disinfecting Water Mains. During the period that the chlorine solution or slug is in the section of pipeline, open and close valves to obtain a chlorine residual at hydrants and other pipeline appurtenances. Swab exposed faces of valves and blind flanges prior to bolting flanges in place with a 1 sodium hypochlorite solution. Disinfect isolation valves, pipe, and appurtenances per AWWA C651, Section 4.7. B. Flush with potable water until discolored water, mud, and debris are eliminated. Swab interior of pipe and fittings with a 1% sodium hypochlorite solution. After disinfection, flush with potable water again until water is free of chlorine odor. After confirming the chlorine residual, flush the excess chlorine solution from the pipeline until the chlorine concentration in the water leaving the pipe is either within 0.5 mg/L of the replacement water or no higher than that generally prevailing in the distribution system. C. Discharge of chlorinated water into watercourses or surface waters is regulated by the National Pollutant Discharge Elimination System (NPDES). Disposal of the chlorinated disinfection water and the flushing water is the Contractor's responsibility. Schedule the rate of flow and locations of discharges in advance to permit review and coordination with Owner and cognizant regulatory authorities. For measuring chlorine concentration, supply and use a medium range, drop count, DPD drop dilution method kit per AWWA C651, Appendix A.1. Maintain kits in good working order available for immediate test of residuals at point of sampling. END OF SECTION WASD 9/2019 OPA-LOCKA 10/2022 33 05 31.16 - 6 PROJECT No. 19356 MDWASD 6/2005 OPA-LOCKA 10/2022 SECTION UC-033 CONCRETE, MORTAR AND GROUT (SHORT) PART 1 - GENERAL 1.01 SCOPE A. The Contractor shall provide all labor, materials, equipment, appurtenances, incidentals, supervision and transportation necessary to complete all concrete, mortar and grout work required to construct the donation main. Such work shall include all related work called for by the Contract Drawings and/or specifications, or reasonably inferable from either or both, as needed for a complete and proper installation. B. RELATED WORK The work of this section includes, but is not limited to: 1. Materials and storage thereof. 2. Concrete proportions and mixes. 3. Admixtures. 4. Protection 5. Laboratory testing. PART 2 - PRODUCTS 2.01 CONCRETE A. GENERAL 1.All reinforced concrete shall have a minimum design strength of 4,000 psi, a minimum content of 564 pounds of Type I Portland cement per cubic yard, and a water cement ratio which will produce a slump of 4 -inches plus or minus 1 -inch. All concrete potentially exposed to sewage gas shall be Type II Portland cement, all other concrete shall have either Type I or Type II Portland cement. 2. Pipe supports, equipment pads and encasements shall have a minimum design strength of 3,000 psi. 3. Non -reinforced concrete for sidewalk, concrete and curb and gutter repairs, if required, shall have a minimum design strength of 3000 psi a minimum content of 517 pounds of Type I Portland cement per cubic yard, and a water -cement ratio which will produce a slump of 4 to 6 inches. 4. Non -reinforced concrete for thrust blocks shall a minimum design strength of 2,500 psi a minimum content of 470 pounds of Type I Portland cement per cubic yard. and a water - cement ratio which will produce a slump of 4 to 6 inches. 5. Tremie concrete shall have 500 pounds of Portland cement per cubic yard, and the W/C ratio UC-033 - 1 PROJECT No. 19356 MDWASD 6/2005 OPA-LOCKA 10/2022 shall not exceed 0.45 with a slump of 7 inches, plus or minus 1 inch. 6. Materials for concrete shall conform to the requirements stated below. B. CEMENT 1. The cement shall be a standard brand of Portland cement manufactured within the continental limits of the United States. It shall meet the requirements of ASTM Standard C 150 "Portland Cement", Type I or Type II. 2. The Contractor shall provide suitable means for storing and protecting the cement against dampness. Bags of cement which for any reason may become partially set, or which contain lumps of caked cement, shall be rejected. In no instance shall any portion of a bag of damaged cement, or a bag containing lumps of caked cement, be used. Cement salvaged from discarded or used sacks shall not be used. Different brands of cement, even if tested and approved, shall not be mixed during use, nor used alternately in any section of the work without written permission of the Engineer of Record. C. FINE AGGREGATE 1. The fine aggregate shall consist of sand or stone screenings, composed of hard durable grains, having not more than three percent (3%) by weight of foreign matter, such as loam clay, dirt or other impurities, and shall be free from injurious amounts of organic impurities. When subjected to the calorimetric test for organic impurities and producing a color darker than the standard No. 2 color, it shall be rejected unless it passes the mortar strength test. Fine aggregate, when subjected to the mortar strength test, shall have tensile and compressive strengths at the end of seven (7) and twenty-eight (28) days, not less than 100 percent of those developed by mortar of the same proportions and consistency, made of the same cement and standard Ottawa sand. Fine aggregate, when tested by means of laboratory sieves shall conform to the following requirements: Size Sieve Percent Passing 3/8" 100 No.4 90 to 100 No. 8 70 to 95 No. 16 50 to 85 No. 30 30 to 70 No. 50 10 to 45 No. 100 0 to 10 2. Subsequent samples of fine aggregate shall have a fineness modulus varying not more than 0.20 either way from that of the initial sample submitted by the Contractor, when determined by ASTM methods. Fine aggregate from more than one source shall not be mixed nor used alternately in the construction without written permission from the Engineer of Record. D. COARSE AGGREGATE 1. Coarse aggregate shall consist of gravel, broken stone or local limerock. It shall be free from adherent coatings, and the amount of contained deleterious substances shall not UC-033 - 2 PROJECT No. 19356 MDWASD 6/2005 OPA-LOCKA 10/2022 exceed the following: Contained Deleterious Matter Percentage by Weight Removed by decantation 1.0 Shale 0.5 Coal 0.5 Soft fragments 3.0 Other local deleterious substances such as alkali, friable, thin elongated or laminated pieces 3.0 Total shale, coal, clay lumps and soft fragments 3.0 2. Tests for impurities shall be made in accordance with applicable methods of the American Society for Testing and Materials. 3. Coarse aggregate shall have a loss of not greater than forty (40) percent when tested in accordance with ASTM Standard C 131 "Resistance to Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine". 4. Coarse aggregate, unless otherwise specified, shall meet the following gradation requirements: Size Sieve Percent Passing 1 1/2" 100 1" 95 to 100 '/2" 25 to 60 No. 4 0 to 10 No. 8 0 to 6 5. Sieve sizes and tests for gradation of fine and coarse aggregate shall be in accordance with applicable specifications of the American Society for Testing and Materials. 6. Coarse aggregate from more than one source shall not be mixed or used alternately in the construction without written permission of the Engineer of Record. E. WATER 1. Water used in mixing the concrete that is not in the form of surface moisture on the aggregate shall be from the OWNER water supply or other approved source. 2. The water measuring equipment shall be capable of accurate measurement to one percent of requirements. 3. The amount of water used shall be the design mixture amount for the cement less the amount of surface moisture on the aggregates as represented by the additional weights of fine and coarse aggregate over and above the design mixture amounts. Minor changes to adjust the UC-033 - 3 PROJECT No. 19356 MDWASD 6/2005 OPA-LOCKA 10/2022 slump of the concrete to the proper value may be made, provided that, when a small amount of water is added it be assumed that the variation was in the free moisture on one or both of the aggregates and their weights lessened by that amount. If the amount of water is decreased, the aggregate shall be increased a like amount. F. ADMIXTURES The use of admixtures must be approved by the Engineer of Record. 2.02 READY -MIXED CONCRETE _A. The Contractor will be permitted to use concrete from a ready -mix concrete plant provided he submits the name of the company to the Engineer of Record for approval, and no concrete shall be placed in the work until such approval has been obtained. Concrete obtained from a ready -mix plant shall conform to the requirements of these Specifications, and to all applicable portions of ASTM Standard C94 "Ready -Mixed Concrete". B. Central -mixed concrete, shrink -mixed concrete, or truck -mixed concrete will be acceptable from the ready -mix plant providing all requirements of ASTM C94 for these three methods are strictly adhered to. C. The ready mix concrete company shall furnish the Engineer of Record with a Delivery Ticket with each load or batch of concrete before unloading at the work site. The Ticket shall contain the following information: 1. Name of ready -mix concrete company 2. Serial number of ticket 3. Date and truck number 4. Name of Contractor, job designation and location 5. Class of concrete per specifications 6. Amount of concrete (cubic yards) 7. Time loaded or of first mixing of cement and other materials 8. Type and brand of cement E. Additional information may be required by the Engineer of Record, and may include : 1. Reading of revolution counter at first addition of water 2. Signature or initials of ready mix representative 3. Amount of cement 4. Total water content (or w/c ratio) 5. Maximum size of aggregate 6. Weights of fine and coarse aggregate 7. Indication that all ingredients are as certified or approved, etc. D. Flowable fill for backfill/base within State Road rights -of -way, if required, shall be a mix as specified in Section 03375 "Flowable Fill", from a FDOT approved plant. 2.03 TREMIE CONCRETE Tremie concrete shall have 7 sacks of Type I Portland cement per cubic yard and W/C/ ratio not UC-033 - 4 PROJECT No. 19356 MDWASD 6/2005 OPA-LOCKA 10/2022 to exceed 0.45 with a slump of 7 inches, plus or minus 1 inch. 2.04 CONCRETE CURING COMPOUND Curing compound shall be as approved by the Engineer of Record. Where approved, curing compound shall be Horncure 30 D&C, by W.R. Grace, or approved equal. 2.05 CONCRETE COLORANT Concrete colorant shall be Colorhard "Coral Gables Beige No. 3" or Colorhard "Jade Green, L80" by Lambert Corp., or approved equal. 2.06 MORTAR Mortar shall be composed of one part of Type I or Type II, as appropriate, Portland cement to three parts of sand, with sufficient lime putty added to secure workability. In no case shall the lime putty exceed 10% of the cement used. (See Section 04100) 2.07 GROUT Grout shall be composed of one part of Type I or Type II, as appropriate, Portland cement to three parts of sand. (See Section 03600 "Grout" for additional specifications) PART 3 - EXECUTION 3.01 LABORATORY CONTROL The Contractor shall obtain the services of a reputable commercial testing laboratory approved by the Engineer of Record to design the concrete mixtures and supervise the mixing of the concrete in accordance with these Specifications. As used hereinafter, Laboratory shall mean the approved laboratory employed by the Contractor. The Laboratory shall furnish the Contractor and the Engineer of Record with complete reports of all tests made, design mixtures, and all concrete mixed for the Project. A. TEST SAMPLES 1. MATERIALS The Laboratory shall take samples of the aggregates. Failure of any of these samples to meet Specification requirements shall be cause for rejection of the material represented. The Laboratory shall submit certificates of tests showing the cement to meet Specification requirements. The Contractor may use cement from local supplies which meet the requirements of these Specifications when tested by the Laboratory. 2. CONCRETE Test specimens of the actual concrete mix used in the work shall be made as designated by UC-033 - 5 PROJECT No. 19356 MDWASD 6/2005 OPA-LOCKA 10/2022 the Engineer of Record. The test specimens will be taken in pairs from the same batch, one of which will be tested when seven days old and the other when twenty-eight days old. The making, storing, and testing of specimens shall be in accordance with the applicable requirements of ASTM methods, Standards C-31 and C-39, latest revisions. The results of tests of these specimens shall serve as an indication of the actual strengths obtained as compared with the design strengths. The Laboratory, on the basis of these tests, shall make such revisions in design mixture or method of mixing, within the limits of these Specifications, as are necessary to keep the test results equal to or greater than the design strength required. In the event the test results indicate that the concrete placed does not meet the Specification requirements, the Contractor shall be required to remove and replace it if, in the opinion of the Engineer of Record, such action is necessary. B. DESIGN MIXTURES The Laboratory shall see that the materials meet the Specification requirements, and then, design mixtures for the various classes of concrete, determining the proper proportions of surface dry aggregates in pounds and the amount of mixing water in gallons for each sack of cement to equal or exceed the strengths required in Subsection 2.01A above. 3.02 MIXING CONCRETE A. MIXING CONDITIONS The concrete shall be mixed only in such quantity as is required for immediate use and any which has developed initial set or has been mixed longer than 30 minutes shall not be used unless otherwise approved by the Engineer of Record. B. MIXING TIME 1. Concrete shall be mixed thoroughly in a batch mixer of approved type, for a period of not less than 1-1/2 minutes after all materials are in the drum. The entire contents shall be removed from the drum before materials are placed therein for the succeeding batch. 2. The volume of material mixed per batch shall not exceed the manufacturer's rated capacity of the drum. Mortar or concrete which has partially set shall not be retempered by mixing the mortar or concrete with additional material or mortar. END OF SECTION UC-033 - 6 PROJECT No. 19356 MDWASD OPA-LOCKA SECTION UC-075 WATER SERVICE INSTALLATIONS PART 1 - GENERAL 1.01 SCOPE 7/2013 10/2022 This Contractor shall furnish all labor, material and equipment required to construct water service installations, as specified herein. 1.02 RELATED SECTION Section UC-080 - Meter Boxes, Sectional Plates and Vaults for Water Service Section UC-085 - Water Meter Valves 1.03 LEAD FREE REQUIREMENT A. It is a requirement that all components of water service installations be certified lead free. All brass components for water service installations shall comply with the S3874 amendment (Reduction of Lead in Drinking Water Act) to Section 1417 of the Federal Safe Drinking Water Act. B. All meters, meter accessories, copper pipe, brass pipe, fittings, corporation stops, saddles, washers, tailpieces, couplings and other appurtenant items used for water services shall be "NL" no lead Type for installation in the WASD/OWNER system. Solders and flux shall contain no more than 0.2% lead. C. All brass components shall be marked "NL" to indicate no lead. D. All valves 2 -inch and smaller shall conform to the No Lead, NL, requirement. Valves larger than 2 -inches are exempt. PART 2 - PRODUCTS 2.01 HDPE Pipe for Services A. All 2 -inch high density polyethylene pipe used for services shall be IPS-O.D. Controlled with Standard Outside Dimension Ratio (SODR) of 9, pressure rating of 250 psi, nominal outside diameter of 2.375 -inches, minimum wall thickness of 0.264 -inches, in conformance with Materials Standard PE 4710 "Polyethylene (PE) Plastic Pipe (DR -PR) Based on Controlled Outside Diameter". Pipe shall conform with ANSI/AWWA C901 "Polyethylene (PE) Pressure Pipe and Tubing, 1/2 In. (13 mm) Through 3 In. (76 mm), for Water Service" as modified herein. Pipe shall have a (natural) inner core with a blue colored outer shell. Pipe shall have footage marks at a maximum interval of every two feet. Polyethylene material shall have a minimum cell classification in accordance with ASTM D3350 "Polyethylene Plastics Pipe and Fitting Materials" of 445576D for UC-075 - 1 PROJECT No. 19356 MDWASD OPA-LOCKA 7/2013 10/2022 the core, which shall be 100% virgin material, and 445576E for the outer shell. Note that both of these materials are UV stabilized as signified by the "D" for natural colored and "E" for the colored shell. Pipe shall conform with NSF 61 or 14. Manufacturer shall supply certification of compliance with all of the above requirements. Certification shall ship with the pipe on material sold to the OWNER and shall always be submitted with shop drawings and catalogue cuts. When required by the OWNER or his designee, certification shall be signed and sealed by a professional engineer licensed to practice in the state in which the manufacturer is located or in the State of Florida. B. All 1 -inch high density polyethylene tubing used for services shall be CTS-O.D. Controlled with Standard Outside Dimension Ratio (SODR) of 9, pressure rating of 250 psi, nominal outside diameter of 1.315 -inches, minimum wall thickness of 0.125 -inches, PE 3408, all in conformance with Materials Standard PE 4710 "Polyethylene (PE) Plastic Tubing". Tubing shall conform with ANSI/AWWA C901 "Polyethylene (PE) Pressure Pipe and Tubing,' In. (13 mm) Through 3 In. (76 mm), for Water Service" as modified herein. Tubing shall have a (natural) inner core with a blue colored outer shell. Tubing shall have footage marks at a maximum interval of every two feet. Polyethylene material shall have a minimum cell classification in accordance with ASTM D3350 "Polyethylene Plastics Pipe and Fitting Materials" of 445576D for the core, which shall be 100% virgin material, and 445576E for the outer shell. Note that both of these materials are UV stabilized as signified by the "D" for natural colored and "E" for the colored shell. Tubing shall conform with NSF 61 or 14. Manufacturer shall supply certification of compliance with all of the above requirements. Certification shall ship with the tubing on material sold to the OWNER and shall always be submitted with shop drawings and catalogue cuts. When required by the OWNER or his designee, certification shall be signed and sealed by a professional engineer licensed to practice in the state in which the manufacturer is located or in the State of Florida. C. All HDPE services require the use of a 10 gauge direct bury stranded copper blue tracer wire tapped every four feet with poly or duct tape for location purposes. The tracer wire shall be accessible at the meter box and connected to the corporation stop for continuity of the signal. The 10 AWG standard tracer wire shall have 0.030" HDPE insulation and measure 0.162" min O.D. 2.02 COPPER A. Copper tubing shall conform to the requirements of NSF 61 and ASTM Standard B88. "Seamless Copper Water Tube", Type "K". All tubing shall be furnished in straight lengths. Fittings and valves shall be of the solder joint type except where specified otherwise. Type L copper shall only be used on the customer side of the property and is not allowed on public right-of-ways. B. Fittings for use with copper tubing shall be one of the following: 1. Cast bronze solder -joint fitting shall be in accordance with ANSI Standard B-16.18, "Cast Brass Solder -Joint Fittings", and ASTM Standard B62-90, "Composition Bronze or Ounce Metal Castings". Cast bronze solder -joint fittings shall be as manufactured by Chase Brass and Copper Co., Stanley G. Flagg & Co., Inc. Or approved equal. 2. Wrought copper solder joint fittings shall be in accordance with ANSI Standard B16.22, "Wrought Copper and Bronze Solder -Joint Pressure Fittings". UC-075 - 2 PROJECT No. 19356 MDWASD OPA-LOCKA 7/2013 10/2022 Connection of copper pipe or fittings with galvanized pipe or fittings shall be made with dielectric fittings. Solder shall be lead free type. 2.03 SERVICE TERMINAL FITTINGS A. Single Meter Box Installation a. One inch or 2 -in copper or High Density Polyethylene (HDPE) tubing and terminal fittings. b. 1" lock wing style valve, drilled for wire sealing, Cat. No. KV23-444W Ford Meter Box Co. or Cat. No. 14255, Mueller Co. c. C.I. cover and lid as per MDWASD Standard Details B. Duel Meter Box Installation a. One inch or 2 -in copper or High Density Polyethylene (HDPE) tubing and terminal fittings. b. 1" branch valve assembly, with Standard 7 1/2 -in spacing between outlet centers, drilled for wire sealing, Cat. No. UV23-42W Ford Meter Box Co. or 1 -in branch connection with Standard 7 1/2 in spacing between outlet centers Cat. No. H-15362, fitted with angle stops for 5/8 inch meters, drilled for wire sealing, Cat. No. H-14265, (3/4' Inlet) Mueller Co. c. C.I. cover and lid as per MDWASD Standard Details 2.04 CASINGS FOR TORPEDO INSTALLATIONS A Provide a PVC Schedule 40 casing or black steel pipe casing one inch in diameter larger than the service pipe when the service is installed with the use of a torpedo or required by the plans. 2.05 BRASS FITTINGS AND VALVES A. All brass components shall be marked "NL" to indicate no lead. B. Angle Key Meter Valves — Ford Meter Box Company KV-444W, Mueller or approved equal. C. Brass Fittings — Merrit Brass or approved equal D. Pack Joint, Swivel Nut — A.Y. McDonald Model 4761-22 E. Ball Corporation Stop — Ford Meter Box Company FB800, Mueller H-10003 or approved equal. PART 3 - EXECUTION 3.01 INSTALLATION OF SERVICES A. Services from the new water mains shall consist of corporation stops, HDPE or copper tubing and terminal fittings as shown in the Standard Details. All service installations from the new UC-075 - 3 PROJECT No. 19356 MDWASD OPA-LOCKA main shall be installed by the Contractor. 7/2013 10/2022 B. Where possible, all meter boxes shall be installed in non -traffic and non -parking areas. C. Where meter boxes are located in existing sidewalks, the whole flag of sidewalk shall be removed and replaced with new concrete. The concrete walk shall be 4 inches thick (minimum) and finished with the proper tools and techniques to resemble the existing walk. The concrete support for meter boxes shall be eliminated when the box is installed in an existing sidewalk. Where meter boxes are located out of sidewalk areas, a concrete support is required. Concrete supports shall be to the established line and grade. D. Meter boxes shall be set flush with the finished grade if in sidewalks, or flush with the top of the ground if out of sidewalk areas. E. All bends in copper tubing shall be made with an approved type tube bender to the satisfaction of the OWNER. Flattened, out of round or kinked tubing will not be permitted. E. One inch service connections shall be one of the following: 1. Short Single - Consisting of a short run of HDPE or copper tubing from the main on the same side of the street as the proposed meter, to the meter installation approximately 2 % feet from property line. Single meter box installation included. 2. Long Single - Same as above but from a main on the opposite side of the street from the proposed meter. 3. Short Dual - Consisting of a short run of HDPE or copper tubing from the main on the same side of the street as the proposed meter to the meter installation, approximately 2 '/2 feet from the property line and branched off to serve an additional customer. Dual meter box installation included. 4. Long Dual - Same as above but from a main on the opposite side of the street from the proposed. F. If PVC or black steel casing pipe for services crossing existing pavement is required, the pipe may be driven from the side of the street which affords the most room for the driving trench, thus resulting in the least number of couplings in the casing. Extra care shall be used in leveling and heading the first length of casing in the proper direction. One method of driving casing, known to work in this area and offered here as a suggestion, is to use an ordinary coupling screwed on the leading end of the casing as a cutting edge, and driving against a coupling screwed on the tailing end with a special tool in a pneumatic hammer, while maintaining a steady pull forward on the hammer with a small winch. Each length of casing as driven shall be cleaned out with compressed air introduced through a one -half -inch pipe at least as long as the casing. The purpose of driving casing pipe is to make it unnecessary to repair paving over one -inch service cuts. Should the Contractor elect to open -trench any one -inch service line across pavement, he will be required to repair the paving. UC-075 - 4 PROJECT No. 19356 MDWASD OPA-LOCKA 7/2013 10/2022 G. The Contractor shall install the meter box, 1 -inch branch assembly, 30 inch tailpieces and perforated spacers. H. When installing services the Contractor shall temporarily plug the ends of the tail pieces for protection against dirt. I. Pipe bedding and the backfill material to at least 6 inches above the crown of the copper tubing shall be clean white masonry sand. Backfilling and compaction of material lying above a point 6 inches above the crown of the tubing and below the surface of the ground shall be as specified in Section 02315, "Trenching and Backfilling for Piping Systems". J. The Contractor will install the meters into the boxes installed by the Contractor in presence of the OWNER/inspectors. END OF SECTION UC-075 - 5 PROJECT No. 19356 MDWASD OPA-LOCKA 7/2013 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK UC-075 - 6 PROJECT No. 19356 MDWASD OPA-LOCKA SECTION UC-080 METER BOXES, SECTIONAL PLATES AND VAULTS FOR WATER SERVICE 1/1999 10/2022 PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish and install all concrete meter boxes, lids, sectional plates and precast vaults required for a complete installation. B. All concrete meter boxes, sectional plates and vaults shall be in accordance with the MDWASD's Standard Details and as specified herein. PART 2- PRODUCTS 2.01 GENERAL All materials used in the production of the concrete meter boxes, lids sectional plates and vaults shall be new and or recent manufacture. Aggregates shall not originate in salt or brackish water areas and no calcium chloride containing admixtures shall be used. 2.02 FINE AGGREGATE Fine aggregate for concrete mixes shall consist of sand or stone screening, composed of hard durable grains, free of foreign matter such as loam, clay, dirt, organic matter or other impurities. Fine aggregate shall conform to the following gradation requirements: Size Sieve Percent Passing 3/8" 100 No. 4 90 to 100 No. 8 70 to 95 No. 16 50 to 85 No. 30 30 to 70 No. 50 10 to 45 No. 100 0 to 10 2.03 COARSE AGGREGATE A. Coarse aggregate for concrete mixes shall consist of gravel, broken stone or local limerock. B. Coarse aggregate shall be hard, durable and free of foreign matter such as loam, clay, dirt, organic matter or other impurities. It shall be free of adherent coatings. Coarse aggregate shall conform to the following gradation requirements: UC-080 - 1 PROJECT No. 19356 MDWASD OPA-LOCKA 1/1999 10/2022 1. Meter Boxes, Lids and Sectional Plates Size Sieve Percent Passing 3/4" 100 1/2" 90 to 100 3/8" 40 to 70 No. 4 0 to 15 No. 8 0 to 5 2. Vaults Size Sieve Percent Passing 1-1/2" 100 1" 95 to 100 1/2" 25 to 60 No. 4 0 to 10 No. 8 0 to 6 2.04 CEMENT A. Cement shall be a standard brand of Portland cement meeting the requirements of ASTM C150-86, "Portland Cement", Type I. B. Different brands of cement, even if tested and approved, shall not be mixed during use. 2.05 REINFORCING STEEL A. General: All reinforcing steel shall be free of rust, grease, dirt or mortar and shall be thoroughly cleaned of any such foreign matter or loose mill scale before being placed in position. B. Wire reinforcement shall conform to ASTM A82, "Steel Wire, Plain, for Concrete Reinforcement". C. Wire mesh reinforcement shall conform to ASTM A185, "Steel Welded Wire, Fabric, Plain for Concrete Reinforcement". D. Bar reinforcement shall conform to ASTM A615 -7a, "Deformed and Plain Billet -Steel Bars for Concrete Reinforcement", Grade 60, deformed, except that steel manufactured by the Bessemer process will not be accepted. 2.06 WATER Water used in mixing concrete that is not in the form of surface moisture on the aggregate shall be from the OWNER's water supply or other approved source. (See "Water Used in Construction" of Section 01100) UC-080 - 2 PROJECT No. 19356 MDWASD OPA-LOCKA PART 3 - EXECUTION 3.01 MANUFACTURE A. General 1/1999 10/2022 All concrete meter boxes, lids, sectional plates and vaults shall be manufactured in accordance with the applicable provisions of ASTM C858, "Underground Precast Concrete Utility Structures", as modified herein. B. Forms 1. The Forms shall be made from of a non -porous material with smooth surfaces and shall be accurate and strong enough to maintain the structure's dimensions within one half of the allowable tolerances given in Section 3.4 of ASTM C858 2. The precast sections for 4' x 4' vaults shall be constructed with a threaded metal insert in accordance with Standard Detail No. WS 2.20, Sheet 1 of 2, contained herein. Also, each section shall be furnished with a corner bolt. C. Cleaning and Oiling: Forms shall be cleaned before each use, and shall be free of paint or other protective coatings that might cling to the surface of the concrete. Releasing agents applied to the form to aid in breaking the bond shall not be injurious to the concrete. D. Reinforcement: Steel reinforcing shall be securely positioned in the form to maintain the concrete cover shown on the Standard Details. E. Mixture 1. The aggregates shall be sized, graded, proportioned and thoroughly mixed in a batch mixer with proportions of cement and water that will produce a homogeneous concrete having a compressive strength of 3500 psi at 28 days of age for the boxes and plates and 3000 psi for the vaults after the same curing period. 2. Batched concrete shall be made in standard concrete mixers only, and not in mortar boxes, wheelbarrows or similar equipment. 3. Mixers shall be standard mechanical (power -driven) rotary type for concrete. Mixers normally used for mortar or plaster mixing will not be permitted. F. Concrete Placement 1. Concrete shall be placed either by gravity into the form at a rate such that the concrete is plastic at all times and flows readily into all parts of the form and around all reinforcement steel without segregation of materials, or by highspeed pneumatic rammer resulting in sense, evenly compacted concrete without disturbing the reinforcement. The surfaces from top to bottom shall show uniform compaction. UC-080 - 3 PROJECT No. 19356 MDWASD OPA-LOCKA 1/1999 10/2022 2. The top surface of the molded items shall be flat and finished smooth while in the mold. Capping will not be permitted. Where required by the OWNER, corners shall be rounded. G. Curing: Curing shall be by any method or combination of methods that will develop the required compressive strength within 28 days or less. H. Repairs: The precast units may not be repaired without specific approval by the OWNER. I. Inspection: The quality of materials, manufacturing process, and the finished units shall be subject to inspection at any time by the OWNER, and the supplier shall afford access for this purpose, if so required. 3.02 CERTIFICATION Prior to installation of any of the above mentioned units, the Contractor shall furnished the Engineer, upon his required, with a statement giving the following information: A. Name of manufacturer. B. The source and type of cement. C. The source and specific gravities of the aggregates. D. The concrete mix proportions, and strength at 28 days. E. Name of admixtures, if any. F. Mill certificates for the reinforcement steel. G. Source of water. 3.03 REJECTION The Precast units shall be subject to reject, either at the manufacturing plant or at delivery, upon failure to conform to any of the specified requirements herein. The following imperfections shall also be cause for rejection: A. Defects that indicate any imperfect concrete mixing and molding. B. Surface defects such as honey -combed or open textured and damaged area which would affect the structural adequacy. C. Repaired areas or capping. D. Improper radius at corners or improper tolerances. END OF SECTION UC-080 - 4 PROJECT No. 19356 MDWASD OPA-LOCKA SECTION UC-085 WATER METER VALVES PART 1 - GENERAL 1.01 SCOPE 1/1999 10/2022 This Contractor shall furnish meter valve and accessories for cold water displacement meters (to be furnished and installed by the OWNER/MDWASD) and shall supply all labor, material and equipment necessary for a satisfactory installation. 1.02 RELATED SECTION Section UC-080 - Meter Boxes, Sectional Plates and Vaults for Water Service PART 2 - PRODUCTS 2.01 METER VALVE ASSEMBLY A. Meter valves (inlet side of meter) for single meter box installations, including single meter boxes for multi -story buildings, shall be the lock wing type with coupling nut drilled for wire seal. The inlet end of the valve shall be for 1 -inch copper tubing as specified herein, and the outlet end (coupling nut) shall connect to a 1 -inch meter. The valves shall be as manufactured by the following or an approved equal: Ford Meter Box. Angle Inverted Key Meter Valves, No. KV23-444W or Mueller Co. Angle Meter Stop, No. H-14255 B. Meter valves (outlet side of meter) for single meter boxes (multi -story building) shall be the plain type with coupling nut drilled for wire seal. The inlet end of the valves (coupling nut) shall be for 1 -inch copper tubing as specified herein, and the outlet end shall connect to a 1 -inch meter. The valves shall be as manufactured by the following or approved equal: Ford Meter Box. Straight Inverted Key Meter Valves, No. KV23-444W or Mueller Co. Straight Inverted Key Meter Valves, No. H-14348 UC-085 - 1 PROJECT No. 19356 MDWASD OPA-LOCKA 1/1999 10/2022 C. Meter branch valve assemblies (inlet side of meter) with standard 7-1/2 inch spacing for dual meter boxes (two 5/8 -inch water meters) shall be lock -wing types with coupling nuts drilled for wire seal. The inlet side of the branch valve assembly shall be for 1 -inch copper tubing as specified herein, and the outlet side (coupling nut) shall connect to a 5/8 -inch by 3/4 -inch meter. The branch valve assembly shall be as manufactured by the following or an approved equal: Ford Meter Box. Branch Valve Assemblies, No. UV23-42WW or Mueller Co. PART 3 - EXECUTION (Not Used) "U" branch connection No. H-15362 with 7-1/2 inch spacing, 3/4 I.P. male thread (outlet) and inlet for 1 -inch copper tubing and Angle meter stops No. H-14265 with 3/4 -inch I.P. female thread (inlet), and coupling nut (outlet) for 5/8 -inch by 3/4 - inch meter and drilled for wire seal. END OF SECTION UC-085 - 2 PROJECT No. 19356 MDWASD 2/2011 OPA-LOCKA 10/2022 SECTION UC-170 CLEANING AND TESTING OF MAIN PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish all material, labor and equipment necessary to clean and test force main and/or water main. B. The material herein specifies cleaning and testing of mains 24 -inches in diameter and less unless otherwise allowed by the OWNER. 1.02 RELATED SECTION Section UC-175 - Disinfection of Main Section UC-370 - Cleaning and Testing Gravity Sewers 1.03 QUALITY ASSURANCE A. Testing shall be in accordance with ANSI/AWWA Standard C-600, latest edition, as modified herein. B. Cleaning and testing shall be performed in strict accordance with these specifications. C. The Contractor is cautioned that Miami -Dade County or other governing body having jurisdiction over the work location may have regulatory rules and ordinances prohibiting or limiting the discharge of water from any excavation into sanitary and storm sewer systems, or to canals and drainage ditches. The Contractor shall comply with all regulations of all governing agencies. PART2-PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 GENERAL A. As soon as the installation of each run of main is completed, including valves sufficient for control and anchored sufficiently to withstand any test pressure, the run shall be thoroughly cleaned by pigging (or, if required by the OWNER, flushing), discharging the water through a riser into the pipe trench, unless some other method of disposal is approved by the OWNER. Note that in some circumstances it may be necessary to install valves after the line segment has been pigged. In such in instance, permission to use this sequence of operations must be approved in writing by the OWNER. UC-170 - 1 PROJECT No. 19356 MDWASD OPA-LOCKA 2/2011 6/2022 B. THE Contractor shall clean the inside of the main in intervals during its installation. The Contractor shall utilize pigging to clean the main unless otherwise specified herein or instructed by the OWNER. A Bare Swab No. 5, density 1 Ib./ft.3 by Knapp Polly Pig, Inc. 1209 Hardy Street, Houston, Texas 77020, 1-800-231-7205, or approved equal, shall be utilized for this work. Any damage to the pipe lining caused by pigging shall be repaired or replaced to the satisfaction of the OWNER at the Contractor's sole expense. The Contractor shall furnish all materials and equipment necessary to clean the mains. C. Volume flushing, if required, shall be of sufficient velocity to produce a scouring action in the main meeting the approval the OWNER. D. The Contractor shall furnish and install all piping necessary to dispose of the flushing water and shall exercise care to prevent any damage to the surrounding area and adjoining and adjacent properties. E. Water Main: Mains shall be tested as a whole or in sections between line valves, unless otherwise specified or approved by the OWNER. Unless otherwise approved by the OWNER, the total length of pipe for any single test shall not exceed 2,000 feet. Where a segment is being tested which includes more than one line valve to line valve section the maximum allowable leakage, defined below, shall be based on the length of the small segment being tested. All offset connections, fire hydrants, fire hydrant branch mains, and services between line valves shall be tested with the water main. F. Force Main: The force main shall be tested in a manner identical to the water main test specified above. Offset connections and blow offs will be tested along with the main. Corporation stops shall be installed prior to testing and shall be included in the test with no leak permitted. 3.02 WATER FOR CLEANING AND TESTING A. Water for cleaning and testing shall be furnished as specified in "Water Used in Construction" of Section 01100. The Contractor shall furnish and install all necessary pumps, piping and fittings, including the corporation stop(s), to connect the section under test to the source of water. The test pump shall be a centrifugal or gear pump producing a steady pressure free of pulsation. The OWNER/MD-WASD may furnish a suitable meter or container for measuring the flow of water into the line, if available and requested by the Contractor in a timely manner, but will not be considered as obliged to do so. If the meter is not furnished by the OWNER/MD-WASD, a meter or container, calibrated to the satisfaction of the OWNER shall be provided by the Contractor. A Contractor -supplied meter or container must be approved in writing by the OWNER. The test pressure shall be 100 psi and, as specified in AWWA C600, Section 5.2 "Hydrostatic Testing", shall not vary more than ± 5 psi for the duration of the testing. 3.03 LEAKAGE TESTING A. Force Main: All corporation stops and blow offs in the section being tested shall be opened and left open until water comes out of them, in order that as much air as possible may be removed from the line. UC-170 - 2 PROJECT No. 19356 MDWASD OPA-LOCKA 2/2011 6/2022 B. Water Main: All fire hydrants, corporation stops, air release valves and meter valves in the section being tested shall be opened and left open until water comes out of them, in order that as much air as possible may be removed from the line. C. Water shall be pumped into the line from a OWNER approved calibrated container or through a OWNER approved meter up to the required pressure, and pumping shall be continued to maintain that pressure for a minimum period of 2 hours, or such longer period as the Inspector requires to inspect the line for leaks. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe, or any isolated section thereof, to maintain the specified leakage test pressure after the air in the pipeline has been expelled and the pipe has been filled with water. D. The inspector will record the amount of water supplied to the pipeline at the end of the first hour of the test and at each hour thereafter for the full duration of the test. Should the amount of leakage (ie water supplied to the pipe) recorded for any hour exceed the amount recorded for any previous hour, even if the amount of leakage is less than the allowable amount, the test shall continue for additional one -hour periods until the leakage stabilizes or decreases. E. The maximum allowable leakage for ductile iron mains shall be determined by the following formula from the ANSI/AWWA Standard C600-05 "Installation of Ductile -Iron Water Mains and Their Appurtenances", latest edition: L = SD times the square root of P 148,000 where: L is the allowable leakage in gallons per hour; S is the length of pipeline tested in feet; D is the nominal diameter of the pipe in inches; and P is the average test pressure during the leakage test, in pounds per square inch gage. Note: For force mains, also see "Tightness Standards" in Section UC-370, as applicable. E. No pipe installation will be accepted if the leakage is greater than that determined by the above requirements. F. The Contractor shall locate and repair all leaks until the leakage is reduced to the limits specified. The Contractor may use the leak detector belonging to the OWNER but shall reimburse the OWNER for the actual cost of the operation of the instrument by OWNER personnel. Any observed leaks or any obviously defective joints or pipes shall be repaired or replaced as directed by the OWNER, even though the total leakage is below that specified above. The tests and repairs shall be continued or repeated until the Engineer is assured that the leakage from the section of line under test is less than the amount specified. END OF SECTION UC-170 - 3 PROJECT No. 19356 THIS PAGE LEFT INTENTIONALLY BLANK UC-170 - 4 PROJECT No. 19356 MDWASD OPA-LOCKA SECTION UC-175 DISINFECTION OF WATER MAIN PART1-GENERAL 1/1999 10/2022 1.01 SCOPE OF WORK The Contractor shall furnish the necessary labor, equipment, and material to disinfect sections of water main and fittings as applicable to this project. 1.02 RELATED SECTION Section UC-170 - Cleaning and Testing of Main 1.03 QUALITY ASSURANCE A. Disinfection shall be performed in strict accordance with these specifications and with AWWA Standard C651, "Disinfection of Water Mains", latest edition, except as otherwise modified herein. PART 2 - PRODUCTS 2.01 Liquid Chlorine, available from local sources. 2.02 Calcium hypochiorite, HTH, Perchloron, or approved equal. PART 3 - EXECUTION 3.01 GENERAL A. The Contractor shall clean, flush and disinfect every piece of pipe, fitting and valve in accordance with these specifications and to the satisfaction of the OWNER. B. Liquid chlorine is available locally and shall be purchased by the Contractor. 3.02 DISINFECTION A. The pipelines shall be disinfected after they have been pressure tested and while still full of water, as specified in Section UC-170. B. A suitable chlorinator shall be used to inject chlorine into the lines. All connections required for the introduction of chlorine into the water lines shall be made by the Contractor. Chlorine and water shall be introduced at one end and shall be allowed to flow slowly through the lines to the other end where it shall be removed and disposed of at the Contractor's expense. Several points of introduction and removal of chlorine solution may have to be employed to get an even distribution through the entire section being disinfected. UC-175 - 1 PROJECT No. 19356 MDWASD OPA-LOCKA 1/1999 10/2022 C. The quantity of chlorine introduced shall be such as to insure a concentration of at least 50 parts per million in the water flowing from the line. D. The chlorine solution shall be allowed to stand in the line for at least 24 hours or longer, if required, to destroy all harmful bacteria. At the end of the required time, the concentration of chlorine in all parts of the section shall be at least 25 ppm. E. All valves and appurtenances in the section shall be operated at least once during the above period. After the required period, the treated water shall be thoroughly flushed from the section and the system filled with potable water. F. The Contractor shall be responsible for coordination with Dade County Department of Health, who shall collect and test samples from main. The Contractor shall provide assistance to the Dept. of Health for the collection of samples. The samples shall be taken from each main or section of main to be placed in service where designated by the Dept. of Health. The samples must be approved by the Department of Health before the main is placed in service. G. The Contractor shall be responsible for any rechlorination and retesting that may be required until the Department of Health's approval is obtained. The Contractor shall be responsible for the disposal of all water flushed from the system and shall safeguard all adjoining properties from damage from flooding. The Contractor shall exercise due care in the protection of private property from water damage due to his operations. In addition, the Contractor shall assume complete liability for any damage which was directly or in -directly caused by his operations. H. All of the connections shall be disinfected by the Contractor. I. The inside of each pipe and fitting laid by the Contractor in connecting to existing mains which are isolated from the main line by valves shall be swabbed with calcium hypochlorite, HTH, Perchloron, or approved equal, mixed in solution with water. The quantity of hypochlorite shall in all cases be subject to the approval of the OWNER, whose representative shall be present at all times while this phase of the work is in progress. J. Wherever practicable, water from the existing mains flowing through the disinfected connections shall be used in disinfecting the main line in order that the hypochlorite may be removed to the greatest extent possible. In other cases, the water from the disinfected connections shall be removed by allowing it to flow into the main line as it is being drained. END OF SECTION UC-175 - 2 PROJECT No. 19356 OPA-LOCKA 10/2022 SECTION 01005 DEFINED TERMS PART 1 - GENERAL 1.01 SCOPE When used in this publication the following underlined terms shall have meaning as hereinafter defined: A. The masculine pronoun shall include the feminine and neuter, and the singular shall include the plural; B. "And" shall also mean "or" and "or" shall also mean "and", wherever the context or purpose so requires; C. "As -Built Drawings" As -built drawings are prepared by the Contractor's Florida Registered Professional Surveyor and Mapper. As -built drawings reflect field changes and construction modifications to the conformed Bid Documents. D. "Construction Drawings" shall mean the drawings, plans, or reproduction thereof which shows scope, character, location, dimensions, and other details of the Work to be performed under the Contract Documents. E. "Contract Documents" shall mean those documents named in the Agreement. F. "Contractor" , "Bidder" shall mean the party of the second part to the contract. The person, firm, or corporation, holding a current Certificate of Competency applicable to the type of work to be performed, with whom a contract has been made directly or through accredited representatives, that may have entered into a contract with the OWNER/CITY OF OPA LOCKAand who is primarily liable for the acceptable performance of the work for which he has contracted and also for the payment of all legal debts pertaining to the work, or Contractor shall mean any person engaged by the OWNER/CITY OF OPA-LOCKA to supply labor, materials or equipment for use in the fulfillment of the project. G. "OWNER", or "City of Opa-Locka" shall mean City of Opa-Locka, Florida, a political subdivision of the State of Florida, acting by and through the Board of City Commissioners, which is a party hereto and for which this Contract is to be performed; 01005 - 1 Project #19356 OPA-LOCKA 10/2022 H. "Directed" shall mean a command or instruction by Engineer or the OWNER. Other terms including "requested", "ordered", "authorized", "selected", "required", and "permitted" have the same meaning as "directed". I. "Domestic" when applied to materials, shall mean materials or products produced within the continental limits of the United States. J. "Engineer of Record" or "Engineer" shall mean the Florida -certified professional engineer engaged by the OWNER to design (sign and seal) the proposed Project. K. "Equal" or "Approved Equal" shall mean only that material or product which is specifically approved by the Engineer as being an acceptable substitute for a material or product designated in the Specifications or by a trade name or the name of the manufacturer. L. "Final Completion" shall occur when the work is in a state such that no further work is required in accordance with the Contract Documents to render complete, satisfactory and acceptable to OWNER all construction services purchased, including those for any pending items whether or not they were listed after substantial completion, and provide all manuals, certifications, warrantees, as -built Plans, release of liens, certified payrolls, and any other documentation required by OWNER or other governing authority. If any portion of the Contract Documents specifies a particular measure of final completion for the work, in whole or in part, that definition shall take precedence of this section. M. "Inspector", "Construction Manager' shall mean any person designated by the OWNER as an authorized representative to examine and inspect materials and work for insuring compliance by the Contractor with all requirements of the Plans and Specifications, the Construction Managers and Inspectors which work at the direction of the Construction Manager are authorized representatives of the OWNER; N. "Person" shall mean and include any individual, combination of individuals, partnership, society, association, joint stock company, corporation, estate, receiver, trustee, assignee, referee or any other person acting in a fiduciary or representative capacity, whether appointed by a court or otherwise; O. "Plans" shall mean construction drawings prepared by the Consultant (H.W. Lochner, Inc.) or Engineer of Record for the proposed Project. P. "Project" shall mean and include all construction, for which the Contractor is responsible under the Contract Documents, or shall mean and include all construction for which the Consultant or Engineer of Record is responsible under the agreement with the OWNER. 01005 - 2 Project #19356 OPA-LOCKA 10/2022 Q. "Provide" shall mean to furnish and install, complete and ready for the intended use. R. "Regulations" shall mean laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. S. "Standards Details" or "Standards" the MDWASD's latest published standard construction details, copies of which are bound herein. T. "Subcontractor" shall mean any person engaged by the Contractor to supply labor, materials or equipment for use in the fulfillment of the Project; U. "Substantial Completion" shall occur when the work is in a state of final completion as regards all aspects of occupancy, ingress, egress, habitability, functionality and efficiency thereof, safety, durability and interaction with other existing or contemplated systems, and is otherwise substantially fit for use or operation. Any work remaining after substantial completion shall be of a minor nature such that should the OWNER elect to occupy and put into full service the facility constructed under the Project, or any portion thereof, said work may be accomplished without interference to an extent causing loss of efficiency to any of the above required aspects. The date of substantial completion is the date certified by the Architect/Engineer and approved by OWNER (if different from the A/E) when construction is sufficiently complete to satisfactorily fulfill all of the above requirements. If any portion of the Contract Documents specifies a particular measure of substantial completion for the work, in whole or in part, that definition shall take precedence of this section. V. "Surveyor" shall mean a professional surveyor registered in the State of Florida to engage in the practice of surveying. AA. "Water level" or "water table" shall mean the top elevation of the natural ground water table as it exists in the trench at any particular site and time during the installation. BB. "Work" shall mean all labor, permits, bonds, equipment, materials and incidentals required for the construction of the improvements by the Contract Documents, including superintendence, use of equipment and tools, and all services and responsibilities prescribed or implied, which are necessary for the complete performance by the Contractor of his obligations under the Contract Documents. Unless otherwise specified herein or in the Contract Documents, all costs of liability and of performing the Work shall be at the Contractor's expense. PART 2 - PRODUCTS (Not Used) 01005 - 3 Project #19356 OPA-LOCKA 10/2022 PART 3 - EXECUTION (Not Used) END OF SECTION 01005 - 4 Project #19356 SECTION 01010 SUMMARY OF WORK PART 1- GENERAL 1.01 DESCRIPTION A. This section includes general descriptions of the Contractor use of site, location of work, description of work, work sequence, owner occupancy and work by others. B. This Section describes the project in general, and provides an overview of the extent of the work to be performed under this Contract. Detailed requirements and extent of work is stated in the applicable Specification sections and shown on the Plans. The Contractor shall, except as otherwise specifically stated herein or in any applicable parts of the Contract Documents, provide and pay for all labor, materials, equipment, tools, construction equipment, and other facilities and services necessary for proper execution, testing, and completion of the work under this Contract. C. The Specifications included in these Contract Documents establish the minimum performance and quality requirements for materials and equipment with the minimum standards for quality of the workmanship and appearance. Generally, there has been no attempt to separate the Specification sections into groups for the work of separate subcontractors, or for work to he performed by the various trades. Should there be any question as to the interpretation of any particular Specification section or part of Specification section, such question should be directed to the OWNER prior to the submittal of a proposal for the work under this Contract. D. The work shown on the Plans is intended to be comprehensive and descriptive, not an exact and complete representation of the actual finished work. Installed work shall include fittings, joints, supports, nuts, bolts, and all other accessories required to provide complete and satisfactory systems as specified, even though some items may not be specifically shown on the Plans. E. It is the intent of OWNER to obtain a complete functional, satisfactory and legally operable installation under this project, and any items of labor, equipment or materials which may be reasonably assumed as necessary to accomplish this end shall be supplied whether or not they are specifically shown on the Plans or stated herein. The Contractor shall provide all materials for the project unless they are specifically called out in these specifications as being supplied by the OWNER. The Contractor shall also supply all other labor, material or equipment required to preclude damage to or loss of functionality of any existing facility or system. F. No request for additional compensation or Contract time (except for a non- compensable item extension at the sole discretion of the OWNER, whose decision shall be final) resulting from encountering utilities or structures not shown, or differing in location or elevation from that shown, will be considered. The Contractor shall explore sufficiently ahead of the Work to allow time for any necessary adjustments without delay to the progress of the installation. Cost due to 10/2022 01010-1 Project #19356 delays occasioned by encountering utilities or structures which could have or should have been discovered by timely exploration ahead of the work shall rest solely with the Contractor. 1.02 RELATED SECTIONS A. Section 01015 - General Requirements B. Section 01025 - Measurement and Payment C. Section 01100 - Special Project Procedures D. Other Sections as applicable. 1.03 REFERENCES (NOT USED) 1.04 CONTRACTOR USE OF SITE A. The Contractor shall limit his area of work to remain within those properties and easements as depicted in the Drawings or as approved in writing by the Owner. B. Contractors use of lands other than those depicted in the Drawings shall require written approval from the land owner and be at the Contractors risk and cost. 1.05 LOCATION OF WORK A. The work is located within portions of right of way of following roadways/streets and adjacent properties in the City of Miami Gardens and Miami -Dade County, Florida: NW 151st St NW 32nd Ave NW 32nd Ct NW32nd Pl NW 33rd Ave NW 33rd Ct NE 33rd PL NW 34th Ave NW 151st Ter NW 153rd St NE 154th Ter Residential Lots 10/2022 01010-2 Project #19356 1.06 DESCRIPTION OF WORK The following is a general list of the work included. It is not intended to be complete. Consult the contract drawings and specifications for all contract requirements. It is the intent of the OWNER to obtain a complete and working installation under this Project and any items of labor, equipment or materials which may reasonably be assumed as necessary to accomplish this end shall be supplied whether or not they are specifically shown on the Plans or stated herein 1. Mobilization and demobilization 2. Maintenance of Traffic 3. Erosion and Sediment Control 4. Clearing/Grubbing, Demolition 5. Abandonment/Removal of Asbestos Cement Pipe 6. Trench excavation and restoration 7. Potable water systems/infrastructure/Water Main extension/Water distribution system 8. Roadway/Pavement Restoration 9. Site restoration including sod, swale, pavement marking/signage, fencing, driveways etc. 1.07 WORK SEQUENCE The following is a general suggested work sequence. It is not intended to be complete. The contractor shall submit his/her's own construction sequence, schedule for Owner approval prior to pre -construction meeting. Contractor shall perform his/her's own due diligence for construction feasibility and work sequence prior to bidding. No additional cost other than the bid contract amount will be allowed for construction means, methods, and work sequence. Consult the contract drawings and specifications for all contract requirements. A. Measures for Stormwater Pollution Prevention B. Establish Temporary Traffic Control Plans for Maintenance of Traffic C. Demolition per contract plans and specifications. Water services to existing residential and commercial customers shall be maintained unless otherwise noted. Existing fire hydrants shall be in service until new fire hydrants are constructed and active. D. Construct new water mains and services, Fire Hydrants. E. Site restoration. 10/2022 01010-3 Project #19356 1.08 OWNER OCCUPANCY A. Cooperate with OWNER to minimize conflict, and to facilitate Residences, Businesses, and Owner's operations. B. Schedule the Work to accommodate this requirement. 1.09 WORK BY OTHERS A. The Contractor is advised that work by others may take place during the duration of the contract time. It shall be the Contractor's responsibility to coordinate and schedule all Work as not to delay or hinder his work or the work by others. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 10/2022 01010-4 Project #19356 SECTION 01011 SITE CONDITIONS PART 1 GENERAL 1.01 SITE INVESTIGATION AND REPRESENTATION A. The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation; disposal, handling and storage of materials; availability of labor, water, electric power, roads; disposal of water from construction; uncertainties of weather; the conformation and conditions at the ground; the type of equipment and facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract. B. The Contractor further acknowledges that he has satisfied himself as to the character, quality, and quantity of surface and subsurface materials to be encountered from inspecting the site and from evaluating information derived from exploratory work that may have been done by OWNER or included with these Contract Documents. Any failure by the Contractor to acquaint himself with all the available information will not relieve him from responsibility for properly estimating the difficulty or cost thereof under this Contract. C. The Contractor acknowledges that by personal field observation or other means satisfactory to himself, performed prior to the bid, he has included in the prices bid all costs for dealing with all construction problems created by observable above or on grade features on or adjacent to the site of the work whether these features are shown on the Plans or described in the Specifications. In instances where the observable features indicate subsurface conditions which may affect the Project work, as for example, a pavement patch or catch basin gratings indicating respectively a utility or storm sewer not shown on the Plans, the Contractor acknowledges that he has made timely, diligent, inquiry of the Engineer or by other means fully satisfied himself prior to the bid as to the nature of, and costs created by, the subsurface condition and included all costs therefore in the prices bid. 1.02 INFORMATION ON SITE CONDITIONS A. All information obtained by OWNER regarding the site conditions, topography, subsurface information, ground water elevations, existing construction of site facilities as applicable, and similar data will be made available to the Contractor in the Contract Documents. Such information is offered as supplementary information only. Neither the Engineer nor OWNER assumes any responsibility for the completeness or for the Contractor's interpretation of such supplementary information. Prior to bidding and after written approval from OWNER, bidder 01011-1 Project #19356 may make his own survey investigations to satisfy himself with site conditions at his own cost. B. Subsurface investigations, including test borings, have not been made to indicate subsurface conditions at locations in the Project. C. Prospective bidders are advised, at their own expense, to make such subsurface investigation, by boring or test hole excavation, as may be desirable. However, such work is to be scheduled by appointment with the Engineer if on a OWNER site or by notification to City of Miami Gardens, City of Opa-Locka, Miami -Dade County and properly permitted if in the public right of way. 1.03 DIFFERING SUBSURFACE CONDITIONS A. In the event subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, promptly, and before such conditions are disturbed, notify the Engineer in writing of such changed conditions. B. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ as to cause an increase or decrease in cost and time considered reasonable by the Engineer, OWNER will make the final decision regarding any adjustment in cost or time for completion. C. In the event that site conditions differ from those expected by the Contractor, the Contractor shall proceed to complete the work as contemplated by the Plans and Specifications at his own cost and expense. If in the discretion of the Engineer, the difference in site conditions renders completion of the work as described by the Plans and Specifications impossible, the Engineer may alter the work, whereupon the Contractor shall be compensated for any extra work in accordance with General Covenants and Conditions; the Engineer shall not alter the work where the site conditions render the work more difficult or costly to perform, if such work is otherwise still possible as described in the Contract Documents. 1.04 EXISTING UTILITIES AND LOCATION SERVICES A. Known utilities and structures adjacent to or encountered in the work are shown on the Plans. The locations shown are taken from existing records and the best information available from existing plans. However, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either OWNER or the Engineer for their accuracy or completeness. No request for additional compensation or 01011-2 Project #19356 Contract time (except for a non-compensable time extension at the sole discretion of the Engineer, whose decision shall be final) resulting from encountering utilities or structures not shown, or differing in location or elevation from that shown, will be considered. The Contractor shall explore sufficiently ahead of the work to allow time for any necessary adjustments without delay to the progress of the installation. Costs due to delays occasioned by encountering underground utilities or structures which could have or should have been discovered by timely exploration ahead of the Work shall rest solely with the Contractor. B. Prior to proceeding with excavation the Contractor shall contact all utility companies and all other users of the right-of-way in the area to aid in locating their underground services. It shall be the Contractor's responsibility to contact utility companies at least three Normal Working Days before starting construction. The Contractor shall proceed with caution in the excavation and preparation so that the exact location of underground utilities may be determined. The Contractor shall comply with Chapter 556, F.S. "Underground Facility Damage Prevention and Safety Act", Chapter 553, F.S. "Florida Trench Safety Act, Part IV", Chapter 368, F.S., "Florida Gas Safety Law, Part 1, and OSHA Standard 1926.651. C. It is the responsibility of the Contractor to ensure that all utility or other existing facilities, the stability of which may be endangered by the close proximity of excavation, are temporarily held in position while work proceeds in the vicinity of the facilities and that the utility or other companies concerned be given reasonable advance notice of any such excavation by the Contractor. D. The Contractor shall take all reasonable precautions against damage to existing utilities. However, in the event of a break in an existing water main, gas main, sewer or underground cable, the Contractor shall immediately notify the responsible official of the organization operating the interrupted utility. The Contractor shall lend all possible assistance in restoring services and shall assume all cost, charges, or claims connected with the interruption and repair of such services, as determined by the OWNER. 1.07 CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE A. Where the Contractor's operation could cause damage or inconvenience to railway, telephone, fiber optic, television, electrical power, oil, gas, water, sewer, irrigation system, or any other utility, the Contractor shall make all arrangements necessary for the protection of these utilities and services. B. Notify all utility companies that are affected by the construction operation at least 48 hours in advance. Under no circumstance expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities and utility poles where necessary. Absolutely no extra compensation will be allowed for construction problems created by utility 01011-3 Project #19356 poles of whatever size, overhead electric, telephone or other lines, whether shown on the Plans or not. The Contractor is solely responsible for discerning such items in the field prior to bidding and including all costs for such work in the prices bid. C. The Contractor and his subcontractors shall be solely and directly responsible to the owners and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. D. Neither OWNER nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. E. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in restoration of service as promptly as possible and bear all costs of repair. In no event shall interruption of any utility service be allowed unless granted by the owner of the utility. In the event water service lines that interfere with trenching are encountered, the Contractor may, by obtaining prior approval of the water utility, cut the service, dig through, and restore the service with similar and equal materials at the Contractor's expense and as approved by the Engineer. G. Replace, with material approved by the Engineer, at Contractor's expense, any and all other laterals, existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents and as approved by the Engineer. 1.08 INTERFERING STRUCTURES A. Take necessary precautions to prevent damage to existing structures whether on the surface, above ground, or underground. An attempt has been made to show major structures on the Plans. While the information has been compiled from the best available sources, its completeness and accuracy cannot be guaranteed, and is presented as a guide. The Contractor is solely responsible for field verification of all locations. 1.9 FIELD RELOCATION A. During the process of construction, it is expected that minor relocations of the work may be necessary. Such relocations shall be made only by the direction of the Engineer at the Contractor's expense. If existing structures are encountered that will prevent construction as shown, notify the Engineer before continuing with the work in order that the Engineer may make such field revisions as necessary to avoid conflict with the existing structures. If the Contractor fails to notify the 01011-4 Project #19356 Engineer when an existing structure is encountered, and shall proceed with the work despite this interference, the Contractor does so at his own risk. B. Representatives of utility companies, the railroad companies, the traffic and transportation authorities, etc., shall be notified in accordance with the provisions set forth in the relevant sections of the Specifications and the permitting documents. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01011-5 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 01011-6 Project #19356 SECTION 01015 GENERAL REQUIREMENTS PART1- GENERAL 1.01 DESCRIPTION A. This Section provides for miscellaneous provisions applicable to the Work. B. All work specified in this Section will not be paid for directly, but will be considered as incidental work. 1.02 RELATED SECTIONS A. Section 01100 - Special Project Procedures B. Section 01310 - Construction Schedules C. Section 01340 - Shop Drawings, Product Data, and Samples D. Section 01720 - Project Record Documents E. Section 01725 -Project As-Built/Record Drawings F. Other Sections as applicable. 1.03 REFERENCES A. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 1.04 SAFETY A. All work shall be done in a safe manner and in strict compliance with all requirements of the Federal Occupational Safety and Health Act (OSHA), The Florida Trench Safety Act and all other State and local safety and health regulations. 1.05 APPLICABLE CODES A. The Contractor shall comply with the applicable standards codes and specifications governing the Contract Documents whether City, County, State or Federal. The Contractor is obligated to notify the Owner and Engineer of any deficiency contained in the Contract Documents immediately upon discovery. Where conflicts exist in such, the more stringent shall govern. 10/2022 01015-1 Project #19356 1.06 APPLICABLE PERMITS AND LICENSES A. The Contractor shall abide by all permit conditions, whether, general, specific, limited or otherwise. A copy of all applicable permits and licenses, with the exception of City permits obtained by the Contractor, are attached hereto and made a part of the Contract Documents. See 1.07 B for all required contractor obtained permits and licenses. 1.07 PUBLIC BID DISCLOSURE ACT 218.80 FS A. All the local governmental entity permits or fees are to be disclosed, including, but not limited to, all license fees, permit fees, impact fees, or inspection fees, payable by the contractor to the unit of government that issued the bidding documents or other governmental agency, B. The following permits are required for this project: City of Opa-Locka Public Works/Building Permits, City of Miami Gardens Public Works/Building Permits, Miami -Dade County Health Department Permits, Florida Department of Environmental Protection (FDEP) Permits, Miami -Dade County Public Works Permits, Miami -Dade County Fire Department Permits. In addition, SFWMD Dewatering permit, Miami -Dade County Dewatering permit shall be required as applicable. The cost for these permits is accounted for in the Permitting Allowance of found in the Bid Form. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 PRE -CONSTRUCTION RESPONSIBILITIES A. Upon receipt of the Notice To Proceed, the Contractor shall arrange for a Pre - Construction meeting. The meeting shall be held with a minimum of one weeks' notice and shall include the Engineer, the Owner and Representatives for all affected utility companies, City of Miami Gardens. 3.02 TEMPORARY UTILITIES A. The Contractor shall be responsible to arrange for and supply all temporary utilities including, but not limited to, water, sewer and electricity. B. The cost of temporary utilities will be considered incidental to the cost of the Work. The work specified in this Section will not be paid for directly, but will be considered as incidental work. 3.03 UNDERGROUND LOCATING SERVICE A. Prior to underground construction, the Contractor is required by the Underground Facility Damage Prevention and Safety Act, Chapter 556 FS to contact Sunshine 811, for the location of underground utilities. 10/2022 01015-2 Project #19356 3.04 ADVANCE INVESTIGATIONS A. The Contractor shall be responsible for uncovering and exposing existing utilities sufficiently in advance of pipe laying operations to confirm elevation, size, material and clearance separation(s). If, upon excavation, an existing utility is found to be in conflict with the proposed construction or be of a size or material different from what is shown on the plans, the Contractor shall immediately notify the Engineer, who will in turn prepare a recommendation. Failure of the Contractor to perform advance investigations shall not relieve it of any claims for delay or damages. 3.05 PRESERVATION AND RESTORATION A. Contractor shall be responsible for the preservation and protection of property adjacent to the work site against damage or injury as a result of his operations under this project. Any damage or injury occurring on account of any act, omission or neglect on the part of the Contractor shall be restored in a proper and satisfactory manner or replaced by and at the expense of the Contractor to an equal or superior condition than previously existed. 3.06 CONTRACTOR USE OF PREMISES A. Contractor shall have limited use of the premises for construction operations, including limited use of the site. The Contractor's use of the premises is further limited to the Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the project. B. The Contractor shall be responsible for coordinating his daily activities in conjunction with any Contractors presently working within the vicinity of this project. C. Confine operations to areas within project areas shown on plans and easements. D. Keep existing driveways and entrances serving the premises clear and available to the Owner, Residents and the Owner's employees at all times. 1. Do not use these areas for parking or storage of materials. 2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. 3.07 DISPOSAL A. Do not dispose of any unsuitable fill, hazardous or organic material onsite. All such material shall be disposed of in a legal manner by the Contractor, the cost of which shall be included in the Bid. 3.08 ENVIRONMENTAL PROTECTION A. Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or 10/2022 01015-3 Project #19356 that other undesirable effects might result. 3.09 MATERIAL AND EQUIPMENT A. Substitutions: After Bidding period, up to 30 days after date of Notice to Proceed, the Engineer will consider written requests from Contractor for proposed substitutions of products. Subsequent requests will be considered only in case of product unavailability or other condition beyond control of the Contractor. 1. Do not order or install substitute products without written acceptance from the Engineer of Record. 2. Do not imply or indicate substitutions on shop drawings or product data submittals without a separate formal request. 3. Engineer will determine acceptability of substitution in accordance with plans and specifications. 4. Only one request for substitution for each product will be considered. If not accepted, Contractor shall provide specified product. B. Product selection is governed by the Contract Documents and governing regulations, not by previous project experience. 1. Where a single or multiple products or manufacturers are named, provide one of the products indicated or submit a request for substitution for any product or manufacturer not named unless no substitution is permitted. 2. Where the Specifications only require compliance with performance requirements, an imposed code, standard or regulation, select a product that complies with the requirements, standards, codes or regulations specified. 3. Manufacturers named in a Specification section are those manufacturers considered capable of manufacturing products conforming to the specified requirements. The naming of a particular manufacturer does not imply acceptance or approval of just any standard product of that manufacturer. 3.10 ADJUSTMENT OF EXISTING UTILITIES A. The Contractor shall raise or lower all manholes, valve boxes, etc. to finished grade. The cost of these adjustments will be considered incidental to the cost of the Work. The work specified in this Section will not be paid for directly, but will be considered as incidental work. 3.11 TREES AND LANDSCAPING WITHIN PROJECT LIMITS A. General: The CONTRACTOR shall exercise all necessary precautions so as not to damage or destroy any trees or landscaping on the project site, and shall not trim or remove any trees or landscaping unless such trees or landscaping have been approved for trimming or removal by the jurisdictional agency or owner. All existing trees or landscaping which are damaged during construction shall be 10/2022 01015-4 Project #19356 replaced by the CONTRACTOR or a certified tree/landscaping company to the satisfaction of the owner. B. Replacement: The CONTRACTOR shall immediately notify the jurisdictional agency or owner if any tree or landscaping is damaged by the CONTRACTOR's operations. If, in the opinion of the jurisdictional agency or owner, the damage is such that replacement is necessary, the CONTRACTOR shall replace the tree or landscaping at its own expense. The tree or landscaping shall be of a like size and variety as the tree or landscaping damaged, or, if of a smaller size, the CONTRACTOR shall pay any compensatory payment. 3.12 EXISTING IRRIGATION A. All existing irrigation systems (if not shown on irrigation plans) within the area of the Work shall be restored to original condition or better and adjusted to finished grade. The cost of repairs and/or adjustment to existing irrigation will be considered incidental to the cost of the Work. The work specified in this Section will not be paid for directly, but will be considered as incidental work. 3.13 DEWATERING A. In accordance with SFWMD criteria contained in 40E-2.061 F.A.C., a dewatering permit is not required provided the following provisions are met: 1. Maximum daily pumpage is less than 5 million gallons (MG) and a maximum total project pumpage of less than 100 MG over a one year period; 2. All discharge shall remain on the project site; 3. No dewatering shall occur to a depth below elevation 0.0 feet NGVD within 1,000 feet of saline water, except when dewatering water with a chloride concentration of greater than 1,000 milligrams per liter; 4. No dewatering shall occur within 100 feet of a wastewater treatment plant rapid -rate land application system permitted under Part IV of Chapter 62- 610, F.A.C.; 5. No dewatering shall occur within 1,000 feet of a known landfill or contamination; and, 6. No dewatering shall occur within 1,000 feet of a freshwater wetland unless dewatering activities are completed within 60 days. 7. All dewatering operations are subject to the Permit Conditions in Section 5.0 of the SFWMD APPLICANT'S HANDBOOK FOR WATER USE PERMIT APPLICATIONS (07-16-2014), including responsibility for mitigating any harm that may occur as a result of the dewatering to existing legal uses, off - site land uses, or natural resources. B. The Contractor shall apply for a dewatering permit through the SFWMD if any of the above conditions cannot be met. 10/2022 01015-5 Project #19356 C. Attention is drawn to the proximity of this project to potential contamination sites as recorded by Miami -Dade County. If the Contractor deems it necessary to dewater, the Contractor is required to obtain a dewatering permit from Miami -Dade County DERM and adhere to any required groundwater well monitoring, sampling, cofferdams, or any other applicable permit conditions. This is in addition to a dewatering permit, if required, by SFWMD. D. The cost of dewatering permits and dewatering work will be considered incidental to the cost of the Work. The work specified in this Section will not be paid for directly, but will be considered as incidental work. 3.14 DEMOLITION A. Limits of demolition which may be shown in the Contract Documents are general in nature. Actual limits of demolition shall be as determined by the field conditions in conformance with the requirements of the Work. B. All sidewalks within the limits of construction which are not ADA compliant (cross - slopes which exceed 2% and/or running slopes which exceed 5% and/or changes in level of W or greater) shall be demolished and reconstructed to meet these requirements. C. When sidewalk tie-ins exist outside the limits of construction which are not ADA compliant, the contractor shall replace those sections as directed by the Owner. END OF SECTION 10/2022 01015-6 Project #19356 SECTION 01016 SAFETY REQUIREMENTS AND PROTECTION OF PROPERTY PART 1 GENERAL 1.01 CONTRACTOR'S RESPONSIBILITY FOR SAFETY A. Conduct whatever work is necessary for safety and be solely and completely responsible for conditions of the job site, including safety of all persons (including employees) and property during the Contract period. This requirement shall apply continuously and not be limited to normal working hours. B. Neither the Professional activities of the Design Professional, nor the presence of the Design Professional nor his or her employees and subconsultants at a construction site, shall relieve the Contractor and any other entity of their obligations, duties and responsibilities including but not limited to, construction means, methods, sequence techniques or procedures necessary for performing, superintending, or coordinating all portions of the Work of construction in accordance with the Project Documents and any health and safety precautions required by any regulatory agencies. 1.02 MANDATORY SAFETY TRAINING AT WATER AND SEWER TREATMENT PLANTS A. If required by OWNER, the Contractor shall coordinate with the Construction Manager and thereafter the Water and Sewer Department Safety Office to arrange for a mandatory (PSM) Project Safety Management training for all his personnel who will be on site. This training must be completed prior to mobilization or any other work on site. The Contractor shall also be responsible that all on -site personnel of his subcontractors, at whatever tier, receive this training. The training normally takes about 2 to 3 hours and is held at the project site. 1.03 FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS A. Safety provisions shall conform to the Federal and State Departments of Labor Occupational Safety and Health Act (OSHA), and all other applicable Federal, State, County, and local laws, ordinances, codes, the requirements set forth herein, and any regulations that may be specified in other parts of these Project Documents. Where any of these are in conflict, the more stringent requirements shall be followed. Contractor's failure to thoroughly familiarize himself with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth therein. B. All open excavations made in the earth shall be performed in compliance with the State of Florida Trench Safety Act, OSHA 29 CFR 1926 Subpart P (Chapter 90-96, Laws of Florida). The Contractor shall appoint a "competent person", in 01016-1 Project #19356 accordance with Subpart P, who shall be present at the jobsite. A "competent person" shall mean one who is capable of identifying existing and predictable hazards in the surroundings, or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them. C. The Contractor shall familiarize himself with the "Underground Facility Damage Prevention and Safety Act", Florida Statute 556. The Contractor shall contact the Sunshine 811, at 1-800-432-4770, (or by submitting an Internet ticket entry via www.sunshine811.com) at least forty-eight hours prior to any excavation. Failure to familiarize himself with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth therein. D. Conduct operations in such a manner utilizing warning devices, such as traffic cones, barricades and warning lights that traffic, pedestrian and OWNER personnel are given adequate warning of hazards of the worksite as may be deemed necessary by the OWNER, Engineer of Record, and governing agency having jurisdiction over the work or political subdivision. E. The Contractor shall be in compliance with all applicable provisions of the OSHA Code of Federal Regulations (CFR), including, but not limited to, the following: 1. Process Safety Management (29 CFR 1910.119) 2. Personal Protective Equipment (29 CFR 1910.132) 3. Respiratory Protection (29 CFR 1910.134) 4. Confined Space Entry Procedures (29 CFR 1910.146) 5. Lockout/Tagout (29 CFR 1910.147) 6. Industrial Truck / Forklift (29 CFR 1910.178) 7. Electrical Safety (29 CFR 1910.301) 8. Commercial Diving (29 CFR 1910.401) 9. Air Monitoring (29 CFR 1910.1000) 10. Asbestos & Lead Abatement (29 CFR 1910.1001, 1025) 11. Blood Borne Pathogens (29 CFR 1910.1030) 12. Crane Operations (29 CFR 1926 & ANSI) 13. Fall Prevention Protection (29 CFR 1926.104) 14. Welding and Cutting (29 CFR 1926.350) 15. Scaffolding (29 CFR 1926.451) 16. Excavation Protection (29 CFR 1926.650) 17. Movement of Traffic (FDOT Index) 1.04 SAFE ACCESS BY FEDERAL, STATE, AND LOCAL GOVERNMENT OFFICIALS A. The Contractor shall at all times provide proper facilities for safe access to the Work by authorized government officials. 1.05 CONSTRUCTION SAFETY PROGRAM 01016-2 Project #19356 A. Develop and maintain for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor's Manual of Safety Practices outlining the firms policies on field safety procedures for employees shall be submitted to the Engineer for review before "Notice to Proceed" will be issued. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. B. Certain products specified in these specifications contain warnings by the manufacturers that under certain conditions, if instructions for use are not followed, a hazardous condition may exist. It is the Contractor's responsibility to instruct his workmen in the safe use of the product, or any product substitution. C. The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of the Contractor's Safety Supervisor, the safety program, or any safety measures taken in, on, or near the construction site. 1.06 SAFETY EQUIPMENT A. As part of the safety program, maintain at an office or other well-known place at the jobsite, safety equipment applicable to the Work as prescribed by the governing safety authorities, all articles necessary for giving first -aid to the injured, and establish the procedure for the immediate relocation to a hospital or a doctor's care of any person who may be injured on the jobsite. B. Perform all necessary work to protect all personnel and the general public from hazards, including, but not limited to, surface irregularities or unramped grade changes, and trenches or excavations. Furnish barricades, lanterns, and proper signs to safeguard all persons and work. C. The performance of all work and all completed construction, particularly with respect to ladders, platforms, structure openings, scaffolding, shoring, logging, machinery guards and the like, shall be in accordance with the applicable governing safety authorities. D. During construction, construct and at all times maintain satisfactory and substantial temporary chain link fencing, solid fencing, railings, barricades or steel plates, as applicable, at all openings, obstructions, or other hazards. All such barriers shall have adequate warning lights as necessary, or required, for safety. E. There shall be no oil dripping from equipment or oil spills. 1.07 STORAGE OF HAZARDOUS MATERIALS A. The material shall be stored and handled in a proper and safe manner and upon its use, immediately dispose of the containers, cans, rags and remnants of the 01016-3 Project #19356 material in a manner approved by the Department of Environmental Resources Management (DERM) at the Contractor's sole cost. The Contractor is not allowed to store empty containers at the site. In case of any violation, the Engineer will report such violation to DERM and the Contractor shall be subject to all penalties and fines as required by State and County regulations. B. The Contractor is hereby cautioned that he cannot store any environmentally hazardous materials such as solvents, greases, lubricants or any other type of chemical substances at the Pump Station site. The Contractor shall be allowed to keep only such materials at the site for immediate use. 1.08 ACCIDENT REPORTS A. If death, serious injuries, or serious damages are caused, report the accident immediately by telephone or messenger to the Engineer. In addition, the Contractor must promptly report in writing to the Engineer and OWNER all accidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to, the site, giving full details and statements of witnesses. B. If a claim is made by anyone against the Contractor or any subcontractor on account of any accident, promptly report the facts in writing to the Engineer and OWNER, giving full details of the claim. 1.09 TRAFFIC SAFETY AND ACCESS TO PROPERTY A. Comply with all rules and regulations of the city, state, and county authorities regarding closing or restricting the use of public streets or highways. No public or private road shall be closed, except by express permission of OWNER and the controlling authority. Conduct the work so as to assure the least possible obstruction to traffic and normal commercial pursuits. Protect all obstructions within traveled roadways by installing approved barricades, signs, and lights where necessary for the safety of the public. The convenience of the general public and residents and the protection of persons and property are of prime importance and shall be provided for in an adequate and satisfactory manner. B. Where traffic will pass over backfilled trenches before they are paved, the top of the trench shall be maintained with temporary asphalt that will allow normal vehicular traffic to pass over. Temporary access driveways must be provided where required. Access to businesses, schools and homes along the route of the work shall be provided by the Contractor at all times. Cleanup operations shall follow immediately behind backfilling and the worksite shall be kept in an orderly condition at all times. C. Supply flagmen and guards or Police when they are required by regulation, when deemed necessary for safety, or required by the Engineer. Flagmen and Guards 01016-4 Project #19356 shall be furnished with approved orange wearing apparel and other regulation traffic control devices. 1.10 FIRE PREVENTION AND PROTECTION A. Perform all work in fire -safe manner. Furnish and maintain on the site adequate fire -fighting equipment capable of extinguishing incipient fires. Comply with applicable federal, local, and state fire -prevention regulations. Where these regulations do not apply, applicable parts of the National Fire Prevention Standard for Safeguarding Building Construction Operations (NFPA No. 241) shall be followed. 1.11 DECLARED STATE OF EMERGENCIES HURRICANE A. Hurricane Preparedness: During such periods of time as are designated by the United States Weather Bureau as being a hurricane alert, the Contractor shall perform all precautions as necessary to safeguard the work and property, including the removal of all small equipment and materials from the site, lashing all other equipment and materials to each other and to rigid construction, and any other safety measures as may be directed by the Engineer. B. Prior to the Start of Work: The Contractor shall submit for approval, a Plan of Action for the specific actions to be taken on his particular projects during a hurricane watch and hurricane warning. C. Upon Notification of a Hurricane Warning 1. Formal notification to the Contractors to implement their approved Plan of Action to protect the project and the public. 2. For construction projects at a Plant or Pump Station, a copy of the notifications will be provided to the Plant Superintendent or, for Pump Stations, to the Engineer. The Plant Superintendent or Engineer may notify the Construction Superintendent of any assistance he may need for the Contractor in order to secure the Plant or Pump Station. 3. For pipeline construction projects within the public right-of-ways, the Contractor will be notified by the Construction Manager Office to suspend his construction operations. The Contractor will backfill all open trenches, remove all construction equipment and materials from the right-of-way, remove unnecessary traffic barricades and signs, secure remaining barricades by "half burial" or "double sand bags". POST DISASTER WORK A. In the event of a disaster declaration by the Local or State governing authorities, the OWNER may choose to obtain the services of the Contractor to perform 01016-5 Project #19356 work made an imminent priority for the disaster event. The compensation for the additional work caused by the disaster shall be negotiated between the Engineer and the Contractor with written approval provided by both parties prior to mobilizing at the designated location or locations. The value of the work performed shall be up to the amount of the original contract with contingencies and dedicated allowances. 1.12 JOINT SURVEY TO ESTABLISH AUTHENTICITY OF POSSIBLE DAMAGE CLAIMS A. The Contractor shall maintain vertical and horizontal survey control points on all structures and improvements, located in the vicinity of the work prior to beginning work, and shall periodically check the points for movements with copies provided to the Engineer, of the survey notes for each survey and a copy of the layout of the survey control points. B. After the contract is awarded and before commencement of work, the Contractor shall perform a thorough examination of existing buildings, structures, and other improvements in the vicinity of the work, as applicable, which might be damaged by his operations. 1. Examinations of existing structures, buildings, and other improvements in the vicinity of the work shall be done by the Contractor. The scope of the examination shall include cracks in the structures, settlement, leakage, and similar conditions. OWNER assumes no responsibility for pre-existing conditions of the structure. 2. Records in triplicate of all observations shall be prepared by the Contractor, photographs shall be taken by the Contractor signed and dated, with descriptive information and in the manner specified above. One signed copy of every document and photograph will kept on file in the office of the Engineer. Video recording also required. 3. The above records are intended to be used as indisputable evidence in ascertaining the extent of any damage which may occur as a result of the Contractor's operations and are for the protection of the Contractor and OWNER, and will be a means of determining whether and to what extent damage, resulting from the Contractor's operations, occurred during the Contract work. C. In order to protect himself from being held liable for any existing damaged pavement, including detour routes, the Contractor is advised to notify in writing the authority having jurisdiction over the street where such defective pavement exists prior to proceeding with any work in the vicinity. Preconstruction videos and digital pictures shall be taken with date stamps of the entire area of work. A copy of all such notices shall be forwarded to OWNER. 1.13 TRAFFIC CONTROL AND USE OF PUBLIC STREETS 01016-6 Project #19356 A. The Contractor shall be responsible for traffic control as specified hereinafter. Any reference to Miami -Dade County, its departments, or its published regulations, permits and data, shall be synonymous and interchangeable with other recognized governing bodies over particular areas of streets or their departments, published regulations, permits, or data. Abide by all applicable laws, regulations and codes thereof, pertaining to maintenance of public streets, detour of traffic, traffic control and other provisions as may be required for this project. B. The Contractor shall be fully responsible for the maintenance of public streets, detour of traffic (including furnishing and maintaining regulatory and informative signs along the detour route), traffic control and other provisions, throughout the project as required by the Metropolitan Dade County Department of Public Works, Traffic Engineering Division (Traffic Division). Traffic shall be maintained according to corresponding typical traffic control details as outlined in the Dade County Public Works Manual. No street shall be completely blocked nor blocked more than one-half at any time, keeping the other half open for traffic without specific approval. C. If required by the Traffic Division, employ the required number of uniformed off -duty policemen to maintain and regulate the flow of traffic through the construction area. The number of men required and the number of hours on duty necessary for the maintenance and regulation of the traffic flow shall be subject to their approval. If required for traffic control permits or agencies, the Contractor shall work odd or night hours, as required for traffic control reasons, and the cost of such work shall be considered as incidental to construction. D. The Contractor shall provide all barricades and/or flashing warning lights necessary to warn motorist of the construction throughout the project. E. Excavated or other material stored adjacent to or partially upon a roadway pavement shall be adequately marked for traffic safety at all times. Provide necessary access to all adjacent property during construction. F. The contractor shall be responsible for the provision, installation and maintenance of all traffic control and safety devices, in accordance with specifications outlined in the Dade County Public Works Manual. In addition, provide for the resetting of all traffic control and information signing removed during the construction period. G. Where excavations are to be made in the vicinity of signalized intersections, attention is directed to the fact that vehicle loop detectors may have been embedded in the pavement. Verify these locations by inspecting the site of the work and by contacting the Sunshine 811, at 1-800-432-4770, (or by submitting an internet ticket entry via www.sunshine811.com) . Any loop detector which is damaged, whether shown on the Plans or not, shall be repaired or replaced to the satisfaction of the Traffic Division. H. Notify the Traffic Division 24 hours in advance of the construction date, and 48 hours in advance of construction within any signalized intersection. I. Temporary pavement will be required over all cuts in pavement areas, and also where 01016-7 Project #19356 traffic is to be routed over swale or median areas. When the temporary pavement for routing traffic is no longer necessary, it shall be removed and the swale or median area restored to their previous condition. 1.14 WORKING IN CONFINED SPACES Where a Contractor needs to work in a confined space, the Contractor must comply with the General Industry, OSHA Confined Space Standard, 29 CFR 1910.146 or the equivalent Confined Space Standard in CFR 1926, Safety and Health Regulations for Construction Standards. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01016-8 Project #19356 SECTION 01018 ENVIRONMENTAL CONTAMINATION PART 1 - GENERAL 1.01 ENVIRONMENTAL CONSIDERATIONS A. For any work conducted in a contaminated area within the project boundaries where hazardous materials or hydrocarbons have been encountered, were previously known to exist, or is suspected by the Contractor or the Inspector, the Contractor must comply with all applicable requirements of OSHA, EPA, FDEP and Miami -Dade County Regulatory and Environmental Resources Department. 1.02 SPECIALIZED CONSTRUCTION AREA A. Specialized construction areas are defined as areas where contaminants are discovered and require construction by personnel qualified by training and equipped with personal protective equipment for such work. B. Work in specialized construction areas shall be carried out by personnel qualified by training and equipped for such activities. These personnel shall be either subcontractors with licensing and certification as specialists in this type of construction or the Contractor's own personnel who have taken and been certified as having passed the required training course(s). Licensing and certifications shall be submitted to the OWNER for verification and shall in all cases be satisfactory to both the OWNER and other authorities with jurisdiction. The Field Health and Safety Technician furnished by the Certified Industrial Hygienist or Environmental Engineer shall be present on the site during all construction in specialized construction areas unless the nature of the work is non -hazardous such that either the Site Specific Health and Safety Plan or the Certified Industrial Hygienist or Environmental Engineer authorizes his absence. C. Disposal of any contaminated soils and/or groundwater must comply with all applicable federal, state and local requirements. PART 2 - PRODUCTS 2.01 The Engineer of Record shall consult with the OWNER regarding its requirement for material type (including pipe, fitting, gasket, valve interior coating, and the like) to be installed in contaminated areas. PART 3 - EXECUTION 3.01 INSTALLATION REQUIREMENTS A. When potable water mains are to be installed in an area of hydrocarbon contamination, 01018 - 1 Project #19356 each joint gasket shall be protected from possible hydrocarbon permeation which would in turn contaminate the drinking water. B. The requirements of this Section shall be closely adhered to in all cases where proposed mains are to be installed in an area of hydrocarbon contamination. These requirements and those imposed by Miami -Dade County Regulatory and Environmental Resources Department or any other agency having jurisdiction an addition to, and take precedence over the standard specifications and standard details for ductile iron water mains. C. Contaminated backfill cannot be placed back into an existing trench. Contaminated fill shall be replaced with clean fill, hauled offsite and legally disposed of at a location which can handle the material. D. The OWNER may require gasketed joints be protected by encasing the entire joint with a hydrocarbon impermeable material. In this case, all joint gaskets shall be protected including those on pipe, fittings, valves, fire hydrants and specialty items. END OF SECTION 01018 - 2 SECTION 01021 OWNER ALLOWANCES PART 1- GENERAL 1.01 DESCRIPTION A. This Section provides for administrative procedures for the Contractors utilization of monetary amounts for Owner Allowances when contained in the Contract Price or Total Base Bid. B. The Contractor has included in the Contract Price all Allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. C. The Contractor agrees that an Allowance, if any, is for the sole use of Owner to cover unanticipated or undetermined costs. D. All Owner Allowances which remain unused, in whole or in part, remain the property of the Owner. 1.02 RELATED SECTIONS A. Bid Form. B. Section 01025 - Measurement and Payment C. Section 01152 - Application for Payment D. Other Sections as applicable 1.03 SCHEDULE OF ALLOWANCES A. Bid Form: Allow the lump sum of $150,000 for Permitting Fee and Owner's Contingency Allowance. 1.04 PROCEDURES FOR ADMINISTRATION OF ALLOWANCES. A. Funds will only be drawn from Owner Allowances by receiving prior written approval from the Owner and the Engineer. B. Costs shall be as represented in the Unit Price Schedule. C. Payment shall be as represented in Section 01025 - Measurement and Payment. 1.05 COSTS INCLUDED IN PERMITTING FEE ALLOWANCES A. Cost of the permit application fee determined by the Agency at the time of the Contractor's submittal. All other costs associated with obtaining the required permits, such as preparing plans, reports, or calculations, overhead costs, permit runners, expedited fees etc. shall be the responsibility of the Contractor. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) 10/2022 01021-1 Project #19356 END OF SECTION 10/2022 01021-2 Project #19356 SECTION 01025 MEASUREMENT AND PAYMENT PART1-GENERAL 1.01 DESCRIPTION A. This Section includes administrative and procedural requirements for determining Work completed under the unit price contract. B. Any items that are not assigned specific bid item number or not listed in Bid Form or Bid Schedule but are required to complete the project scope of work per plans, details and specifications will be considered incidental to the contract and no additional payment will be made for such items. 1.02 RELATED SECTIONS A. Bid Form or Bid Schedule B. Section 01100 - Special Project Procedures C. Section 01152 - Applications for Payment D. Section 01370 - Schedule of Values E. Other Sections as applicable. 1.03 REFERENCE STANDARDS A. Manual of Uniform Traffic Control Devices (MUTCD) B. FDOT Standard Specification for Road and Bridge Construction (Standard Specifications) C. FDOT Standard Plans for Design, Construction, Maintenance and Utility Operations in the State Highway System (Standard Plans/Indexes) D. Miami -Dade Water and Sewer Department (MDWASD) standards and specifications E. Miami -Dade County Department of Regulatory and Economic Resources (RER), Division of Environmental Resource Management (DERM) standards F. Florida Department of Health standards and requirements G. Miami -Dade County Fire Department requirements H. Dade County Department of Public Works, Traffic Engineering Division standards I. City of Miami Gardens Public Works standards 10/2022 01025-1 Project #19356 J. City of Opa-Locka Public Works and Building Department standards 1.04 GENERAL REQUIREMENTS A. Prices shall include all costs required for the completed, in -place construction of the specified unit of work. This may include but not be limited to, materials and delivery; cost of installation; incidentals; labor including social security, insurance, and other required fringe benefits; workman's compensation insurance; bond premiums; rental of equipment and machinery; taxes; testing; surveys; record drawings; as-builts; incidental expenses; and supervision. Installation, acceptance and payment shall be in accordance with the REFERENCE STANDARDS. B. The Owner reserves the right to reject the Contractor's measurement of completed work that involves use of established unit prices, and to have this Work measured by an independent surveyor acceptable to the Contractor at the Owner's expense. C. Contract Sum adjustments will be by Change Order on basis of net accumulative change for each unit price category. 1. Except as otherwise specified, unit prices shall apply to both deductive and additive variations of quantities. 2. Lump sum and unit prices in the Agreement shall remain in effect until date of final completion of the entire Work. D. Partial payment for material and equipment properly stored and protected will be made in accordance with requirements of the General Conditions. E. No separate payment will be made for Record Drawings or As -built Drawings. All survey layout and record drawings/As-Builts shall be considered incidental to the cost of construction and shall include all calculations and field work required, in order to establish all horizontal and vertical controls, set all stakes needed, such as grade stakes, offset stakes, reference point stakes, slopes stakes, and other reference marks or points necessary to provide lines and grades for construction and as-builting of all roadway, driveway, parking, sidewalk, drainage construction and miscellaneous items. F. Abbreviations: 1. Acre - AC 2. Allowance - AL 3. Cubic Yard - CY 4. Each - EA 5. Furnish and Install - F & I 6. Gallons - GA 7. Gross Mile - GM 8. Linear Feet - LF 9. Lump Sum - LS 10. Million Gallons - MG 11. Net Mile - NM 12. Square Foot - SF 13. Square Yard - SY 14. Ton - TN 10/2022 01025-2 Project #19356 PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS - BID ITEM NO. 1.01 A. Payment shall be made as a percentage of the Lump Sum Price. B. The Lump Sum Price shall include the cost of bonds, insurance, licenses and all administrative costs not specifically identified in other bid items. C. The Lump Sum Price shall exclude the cost of construction material and installation. 3.02 MOBILIZATION AND DEMOBILIZATION - BID ITEM NO. 1.02 A. Payment shall be made as a percentage of the Lump Sum Price. B. The Lump Sum Price shall include compensation for all labor, materials, equipment and all other incidentals required for all temporary facilities, transportation, communications, office, maintenance, project signs, and any other pre- or post -construction expenses necessary for the start or cessation of the Work, not specifically identified in the costs of the work. C. The Lump Sum Price shall exclude the cost of construction material and installation. D. No further payment shall be made for remobilization unless all of the work is suspended by the Engineer for a period in excess of three months and through no fault to the Contractor. E. The Lump Sum Price shall not exceed five percent (3%) of the contract price. 3.03 MAINTENANCE OF TRAFFIC - BID ITEM NO. 1.03 A. Payment shall be made as a percentage of the Lump Sum Price. B. The Lump Sum Price shall include compensation for required labor, materials, all necessary temporary pavement markings and signing for vehicles and pedestrians, temporary pavement, temporary business signage, professional fees, and equipment necessary to provide traffic control for two way traffic at all times in accordance with the plans and specifications. C. MOT permits and approvals from the applicable regulatory agencies, including but not limited to FDOT, Broward County Highway Construction and Engineering Division, and the City of Dania Beach, are the responsibility of the contractor. All MOT plans are to be sealed by a Florida Registered Engineer holding a current FDOT MOT certificate. D. MOT shall include both vehicular and pedestrian requirements. E. Temporary pavement markings and signage shall be provided wherever existing has been damaged, removed, or is no longer visible. The temporary markings shall be 10/2022 01025-3 Project #19356 maintained until final markings are installed after asphalt resurfacing. F. Payment item for Maintenance of Traffic shall not exceed five percent (2%) of the contract price. 3.04 PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION - BID ITEM NO. 1.04 A. Payment shall be made as a percentage of the Lump Sum Price. B. The Lump Sum Price shall include full compensation for all equipment, materials, supplies, and labor necessary to prepare, obtain permit approvals from governing agencies, and implement the prevention, control, and abatement of erosion and water pollution. Work shall include but not be limited to mulching, sand bagging, slope drains, sediment basins, berms, baled hay or straw, inlet protection, silt fences and staked turbidity barriers, floating turbidity barrier, orange fence, rock bags, artificial coverings and other items relating to the construction/removal and routine maintenance, including mowing, or the prevention, control and abatement of erosion and water pollution plan. 3.05 CLEARING & GRUBBING, DEMOLITION, REMOVAL & DISPOSAL - BID ITEM NO. 1.05 A. Payment shall be made as a percentage of the Lump Sum Price. B. The Lump Sum Price shall include full compensation for all equipment, materials, supplies, and labor necessary to perform clearing & grubbing, striping, excavation, demolition, abandonment of existing pipe systems with flowable fill or grout, and other items described in plans, details, and specifications, and disposal of such materials and debris. C. This bid item includes, but not limited to, removal and disposal of existing water main, water services, appurtenances, fittings, fire hydrants, valves and valve boxes, meter boxes, sidewalks, curbs, curb and gutter, driveways, asphalt pavement, pavement markings and RPMs, signs & sign posts, landscape, removal and disposal of unsuitable or excess material, etc. D. The Contractor's lump sum price shall include full compensation for all supervision, permits, labor, equipment, and materials required to protect, prune of existing trees and/or remove the existing as deemed necessary by the CITY and Engineer. E. All materials from clearing & Grubbing, demolition, and removal actions shall be legally disposed of off -site as determined by the Contractor. All disposal costs shall be included in the Bid Item. 3.06 WATER MAIN, WATER SERVICES, POTABLE WATER SYSTEMS - BID ITEM NO. 1.06 A. The Contractor's lump sum price shall include compensation for all labor, equipment, and materials to furnish and complete installation of functioning potable water mains, water services, systems including connection to existing mains, tapping sleeves and valves, gate valves, fire hydrants, concrete slabs, bollards, water meter boxes, water meter relocation, backflow preventers, all piping, fittings, bends, reducers, valve boxes, connections, joint restraints, sleeves, pipe bursting, boring, directional bore, water service 10/2022 01025-4 Project #19356 relocations from rear lots, etc. as indicated in the plans, details, contract documents, and specifications. B. This bid item shall include backfill, fill, trench restoration, all required permitting and testing and inspections, and restoration of pavement, concrete curbs, sod, sidewalks, pavers, pavement markings, signs, driveways, and any items disturbed to accommodate the installation of potable water systems. 3.07 PERMIT FEE AND OWNER'S CONTINGENCY ALLOWANCE - BID ITEM NO. 1.07 A. Payment for Permit Fee Allowance shall be direct reimbursement for permit fees paid for by the CONTRACTOR. Amount reimbursed for Permitting Allowance shall not including overhead costs, permit runners, expedited fees, etc. A receipt shall be submitted for each reimbursement requested and approved by Owner and Engineer prior to receiving payment. B. Owner's Contingency Allowance is for the sole use of Owner to cover unanticipated or undetermined costs. 3.08 MEASUREMENT AND PAYMENT A. Payment shall constitute full compensation and will be made as indicated in the RELATED SECTIONS. B. The Contractor shall submit a Schedule of Values for Engineer approval in accordance with Section 01370 prior to the first Application for Payment. C. The quantity approved for payment shall be either: 1. Percentage of the Lump Sum price - A percentage of the lump sum price equivalent to the percentage of the project completion as determined by the Engineer as of the date of the pay request submitted. The percent completion of the project shall be based on the percent of the total project actually constructed and not on the percent of the Contract price completed. 2. Measured Quantities - The actual quantities in -place and accepted as measured by the Engineer on the date of the pay request submitted in the units specified in the bid form or schedule of values. 3.09 PROTECTION A. Where pavement, pipes, valves, appurtenances, trees, shrubbery, fences, other property or structures are in proximity to the WORK, adequate protection shall be provided. Such protection is considered incidental to construction and shall not be assigned to any pay item. 3.10 RESTORATION A. Where pavement, pipes, valves, structures, appurtenances, trees, shrubbery, fences, other property or structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances or the specific 10/2022 01025-5 Project #19356 direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer. Such restoration is considered incidental to construction and shall not be assigned to any pay item or bid item. END OF SECTION 10/2022 01025-6 Project #19356 SECTION 01031 GRADES, LINES AND LEVELS PART 1 - GENERAL 1.01 SCOPE This work of this Section comprises the establishing of grades, lines and levels. The work specified in this Section will not be paid for directly, but will be considered as incidental work. The contractor shall perform this work, including field engineering and surveying services, at no additional cost to the OWNER. 1.02 RELATED WORK Section 01720 - Project Record Documents Section 01725 - Project As-Builts PART 2 - PRODUCTS 2.01 Materials: Furnish all stakes, templates and other materials necessary for establishing and maintaining of the lines and grades necessary for control and construction of the Work and all incidental labor necessary for the prosecution of the Work. PART 3 - EXECUTION 3.01 LAYOUT OF THE WORK: A. GENERAL 1. The Engineer of Record, through retaining the services of a Professional Land Surveyor and Mapper, who is licensed in the State of Florida, shall furnish the Contractor with horizontal and vertical controls which shall be utilized as specified elsewhere herein to layout the work. The Professional Land Surveyor and Mapper, who is licensed in the State of Florida hired by the Contractor, shall verify all controls provided by the Engineer of Record and it shall be the responsibility of the Contractor to preserve same. 2. The Contractor shall retain the services of a Professional Land Surveyor and Mapper, who is licensed in the State of Florida who, shall furnish and set stakes, establishing line and grade and shall solely be responsible for the layout of the work as well as the recording of all as -built dimensions and elevations. The Contractor shall furnish all additional stakes, templates, and other materials for marking and maintaining survey points and lines given, and shall be responsible for their preservation. Should 01031 - 1 Project #19356 any of the horizontal and vertical control points set by the Engineer of Record be destroyed or disturbed, they shall be reset by the Contractor's Florida Registered Land Surveyor and Mapper, at the Contractor's expense. All control points previously set by the Engineer of Record shall be verified by the Contractor's surveyor. B. LAYOUT As provided in Subsection 3.01-A, above, the Contractor through the services of his Florida Registered Land Surveyor and Mapper, shall establish the line and bench mark and other reference points for the pipeline or structure, as follows: 1. Structures: Will consist of baselines, stakes at building corners, centers and centerlines, auxiliary lines and two bench marks from which to establish the elevations. The Engineer of Record shall set a minimum of three horizontal and vertical control points which shall thereafter be maintained by the Contractor, without further help from the Engineer of Record, for use in establishing and checking the lines and grades as shown on the contract drawings. 2. Pipelines: Will consist of baselines, construction lines, centerlines, auxiliary lines and bench marks from which to establish the elevations. The Engineer of Record shall set horizontal and vertical control points at the beginning and end of the work and at a minimum distance of 1,400 ft. in between. When the total distance is less than 1,400 ft. control points shall be set at the beginning and end of the work. 3. The Contractor shall use this information to construct the structures and pipelines to the lines and grades shown on the project drawings and shall supply all equipment and personnel necessary to accomplish this end. 4. For pipelines, this will consist of establishing all points of bend (but not necessarily bevel pipe unless in close proximity to other facilities), valves, tees, crosses and other stations not more than 100 feet apart along the proposed centerline of the pipe, or along a stationed offset line as shown on the Plans, marked by a nail in a metal cap if in pavement, with the station painted nearby or by a nail in the top of a wooden stake driven flush with the ground with the station marked on the flag stake nearby, if not in pavement. 5. The Contractor shall supply the Engineer/Inspector with a copy of the Florida Registered Land Surveyor and Mapper's layout of the work immediately upon its availability to his own forces. 6. The Contractor shall make his equipment and men available to the Inspector for spot checking the accuracy of the pipe laying. The Inspector shall require the Contractor to correct pipe alignment when necessary. C. RECORD DRAWINGS: 1. During the entire construction operation, the Contractor shall retain the services of a State of Florida Registered Land Surveyor and Mapper who shall maintain records of 01031 - 2 Project #19356 the installation, including all deviations from the Plans and Specifications by obtaining "as -built" dimensions and elevations. 2. The Surveyor shall prepare Record As -Built Drawings showing correctly and accurately all changes and deviations made during construction, including approved construction variances, to reflect the work as it was actually constructed. 3. Refer to Sections 01720 and 01725 for criteria for developing project record documents and record As -Built drawings. D. HORIZONTAL AND VERTICAL CONTROL FOR DESIGN The following shall apply when establishing horizontal and vertical controls for design. They shall also be used for the development of construction drawings. 1. Survey stationing shall proceed from south to north and/or from west to east. 2. Baseline or centerline shall be tied to section corners, or to monument lines or to right- of-way lines. 3. Points along the survey line shall be referenced to perpetuate the alignment. Whenever possible, the reference points shall be established at right angles to the survey line and at intervals no longer than 1,400 feet. Reference points shall be shown on construction plans. 4. Centerline of side streets shall be established and set by nail and disc. Station and angle turned shall be given and shown on the plans. 5. All curve data (horizontal) shall be shown on Plans. Point of curvature and point of tangency shall be set in the field, reference P.C. and P.T. or P.I. 6. Easement lines shall be tied to baseline or centerline. Give station and angle turned. 7. Set centerline or baseline stations every 100 feet on the ground using iron rods in unpaved areas or P.K. nails on asphalt. 8. On vertical control refer to datum used (such as NGVD 88, NGVD 1929, City of Miami). Nationwide, surveys and as-builts are in the process of conversion to NAVD 88 from the NGVD 1929. The OWNER will accept NAVD 88 datum with a conversion factor on each page. The Florida Department of Transportation is using the NAVD 88 datum. Projects within FDOT roadway limits shall either use NAVD 88 datum or provide a conversion factor on each page if the NGVD 1929 datum is used. For projects using City of Miami datum provide a conversion factor on each page to the NAVD 88 datum. 9. Temporary bench marks (T.B.M.) and bench marks shall be established throughout the project at approximately 1,000 feet intervals. Show information on plans 01031 - 3 Project #19356 5/2017 10. Centerline shall be tied to baseline if different from each other. 11. Tie proposed pipe to centerline or baseline, not to right-of-way line. Right-of-way line shall be tied to centerline or baseline. 12. All survey information shall be shown on the plans. 13. All point of intersections and deflection angles shall also be shown. Angle can be submitted by bearings. END OF SECTION 01031 - 4 Project #19356 SECTION 01070 CUTTING AND PATCHING PART 1 GENERAL 1.01 SCOPE OF WORK A. Work Included: This section includes work required to provide complete, in place, cutting, fitting, and patching of new and existing work. 1. Do not imperil any work by cutting or altering work or any part of it. 2. Do not cut structural or reinforcing steel without the written consent of the Engineer. 1.02 DESCRIPTION OF WORK A. Execute cutting (including excavating), fitting or patching of work, required to: 1. Make the several parts fit properly. 2. Uncover work to provide for the installation of ill-timed work. 3. Remove samples of installed work as specified for testing. 4. Install specified work in existing construction. B. In addition to Contract requirements, upon written instructions from the Engineer: 1. Uncover work to provide for Engineer's observation of covered work. 2. Remove samples of installed materials for testing. 1.03 SUBMITTALS DURING CONSTRUCTION A. Prior to cutting which affects structural integrity or safety, submit written notice to the Engineer and other Contractors, requesting consent to proceed with cutting. B. All cutting and patching, to be performed at no additional cost to the OWNER. C. Should conditions of work, schedule, indicate change of materials or methods, submit written recommendation to the Engineer, including: 1. Conditions indicating change. 2. Recommendations for alternative materials and/or methods. 3. Submittals as required for substitutions. 4. Submit written notice to the Engineer, designating time work will be uncovered, to provide for observation. PART 2 PRODUCTS 2.01 GENERAL A. Materials for replacement of work removed shall comply with applicable sections of these specifications for type of work to be performed. Materials not specified herein 01070 -1 Project #19356 shall be replaced as specified in Sub- Section 3.03 of this Section, Restoration. B. Provide all tools and equipment required to accomplish cutting and patching. C. Completely remove damaged or deteriorated concrete or other material. D. Legally dispose of all demolition debris generated by the project. The Contractor shall pay for all loading, hauling, transportation and applicable tipping fees. PART 3 EXECUTION 3.01 INSPECTION A. Inspect existing condition of work, including elements subject to movement or damage during cutting, patching, excavating, and backfilling. B. After uncovering work, inspect conditions affecting installation of new products. 3.02 PERFORMANCE A. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes. B. Execute cutting and demolition as specified below: 1. The cutting and removal of existing work necessary for modifications and installation of new work shall be made with a minimum of damage to the work that is to remain. Any damage done to existing facilities which are to remain shall be repaired at the Contractor's expense to the satisfaction of the OWNER. 2. When removing materials, or portions of existing structures, and when making openings in walls and partitions, the Contractor shall take all precautions and use all necessary barriers and other protective devices so as not to damage the structures beyond the limits necessary for the new work, and not to damage the structures or contents by falling or flying debris. Unless otherwise permitted, line drilling will be required in cutting existing concrete. 3. Surfaces of seals visible in the completed work shall be made to match as nearly as possible the adjacent surfaces. 4. Non -shrink grout shall be used for setting wall casting, sleeves, and leveling equipment bases. Doweling anchors into existing concrete and elsewhere as required shall be done with an approved type of epoxy material. 5. Debris created within facilities, which are to remain in service during the modification work, shall be removed daily. Operators of the OWNER and Contractor's employees shall not be subjected to hazardous areas, when performing their duties. 6. Follow other specific instructions for the modification work given in other sections of these specifications and as shown on the Drawings. Should these instructions conflict, the more stringent conditions shall prevail. C. Restore work which has been cut or removed; install new products to provide completed work in accordance with the requirements of Contract Documents. 01070 - 2 Project #19356 3.03 RESTORATION A. Restore structures and surfaces damaged during the course of this Contract that are to remain in the completed work. B. Restoration shall be done with new materials and appropriate methods as specified elsewhere in these specifications for new work of similar nature; if not specified, best recommended practice of manufacturer, or appropriate trade association. C. Restore damaged work in such a way that there is a secure intimate bond or fastening between new and old work. Restored surfaces shall be finished to such planes, shapes, and textures that no transition between new and old work is evident in finished surfaces. 3.04 CLEANING A. Remove from site all debris, rubbish, and extra material caused by cutting and patching. END OF SECTION 01070 - 3 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 01070 - 4 Project #19356 MDWASD 5/2017 OPA-LOCKA 10/2022 SECTION 01090 REFERENCE STANDARDS PART 1 - GENERAL 1.01 REFERENCE STANDARDS A. Comply with the requirements of standard with date as specified herein. Standards without dates shall be understood as the Standard current at the time of bid. In case of conflict between the referenced standards, the one having the more stringent requirements shall govern. B. In case of conflict between the referenced standards and the Project Documents, the Project Documents shall govern. C. When no reference is made to a code, standard, or specification, the standard specifications of the ASTM, the ANSI, the ASME, the IEEE, or the NEMA shall govern. 1.02 QUALITY ASSURANCE A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents or applicable codes establish stricter standards. B. Publication Date: Whenever in these specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the dated that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or within the Contract Documents shall be waived because of nay provision of or omission from said standards or requirements. 1.03 ABBREVIATIONS AND ACRONYMS Abbreviated titles for other governing standards are used throughout these specifications and although most of them are widely known, their complete titles are given below to avoid misunderstanding. AAMA Architectural Aluminum Manufacturer's Association AASHTO American Association of the State Highway and Transportation Officials ACI American Concrete Institute ACPA American Concrete Pipe Association AFBMA Anti -Friction Bearing Manufacturer's Association, Inc. AGMA American Gear Manufacturer's Association 01090 - 1 Project #19356 MDWASD 5/2017 OPA-LOCKA 10/2022 AHGDA American Hot Dip Galvanizers Association Al Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Movement and Control Association ANSI American National Standards Institute, Inc. APA American Plywood Association API American Petroleum Institute APHA American Public Health Association APWA American Public Works Association ASA Acoustical Society of America ASAE American Society of Agriculture Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air -Conditioning Engineers ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASMM Architectural Sheet Metal Manual ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturer's Association CLFMI Chain Link Fence Manufacturers Institute CMA Concrete Masonry Association CRSI Concrete Reinforcing Steel Institute DIPRA Ductile Iron Pipe Research Association EIA Electronic Industries Association ETL Environmental Test Laboratories FDEP Florida Department of Environmental Protection FDOT Florida Department of Transportation FS Federal Specifications IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America ISO International Organization for Standardization LPI Lightning Protection Institute MBMA Metal Building Manufacturer's Association MTI Marine Testing Institute NAAMM National Association of Architectural Metal Manufacturer's NACE National Association of Corrosion Engineers NBS National Bureau of Standards NEC National Electrical Code NEMA National Electrical Manufacturer's Association 01090 - 2 Project #19356 MDWASD 5/2017 OPA-LOCKA 10/2022 NFPA National Fire Protection Association NRCA National Roofing Contractors Association NRMCA National Ready Mixed Concrete Association OSHA Occupational Safety and Health Administration PCA Portland Cement Association PCI Prestressed Concrete Institute PS Product Standard SFBC South Florida Building Code SMACCNA Sheet Metal and Air Conditioning Contractors National Association SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction SFWMD South Florida Water Management District UL Underwriters Laboratories, Inc. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01090 - 3 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 01090 - 4 Project #19356 OPA-LOCKA 10/2022 SECTION 01100 SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.01 RESPONSIBILITY OF THE CONTRACTOR A. The Contractor shall have at all times as his agent on the site of the work a competent superintendent capable of reading and thoroughly understanding the Plans and Specifications. B. The Contractor shall be responsible for the good condition of the work or materials until formal release from his obligations under the guidelines of this project. The Contractor shall store materials and shall be responsible for and shall maintain partly or wholly finished work during the continuance of the Contract. He shall place sufficient lights and danger signals on or near the work from sunset to sunrise; shall erect suitable railings or other protective devices about unfinished work, open trenches, embankments, or other obstructions; shall provide all necessary watchmen on the work by day or by night for the safety of the public, and shall take all necessary precautions for preventing accidents or injuries to persons or property in or about the work. C. The Contractor shall be responsible for the coordination, location, and relocation of utilities, including but not limited to utility light poles, cables, fiber optic lines, water mains and services, sewer mains and services, electrical, telephone and television cables, signals and signal poles, fences, guard rails, piping, culverts, conduits and drains that interfere with the positioning of the work as set out on the Drawings. The cost of all such coordination and relocations shall be included in the Bid for the Project and shall not result in any additional cost to the OWNER. D. Prior to proceeding with trench excavation the Contractor shall contact all utility companies and all other users of the right-of-way in the area to aid in locating their underground services. It shall be the Contractor's responsibility to contact utility companies at least three NORMAL WORKING DAYs before starting construction. The Contractor shall proceed with caution in the excavation and preparation of the trench so that the exact location of underground utilities may be determined. The Contractor shall comply with Chapter 556, F.S., "Underground Facility Damage Prevention and Safety Act", Chapter 553, F.S., "Florida Trench Safety Act, Part IV", Chapter 368, F.S., "Florida Gas Safety Law, Part 1", and OSHA Standard 1926.651. E. Wherever piping systems or utilities such as water, wastewater, air, chemical, electrical or other service lines must be crossed, deflection of the pipe within recommended limits and cover shall be used to satisfactorily clear the obstruction unless otherwise indicated on the Drawings. Approximate locations of known installations in the vicinity of new work must be verified in the field by the Contractor, who shall uncover them carefully, prior to commencement of the work. F. It is the responsibility of the Contractor to ensure that all utility or other existing facilities, the stability of which may be endangered by the close proximity of excavation, are temporarily held in position while work proceeds in the vicinity of the pole or other facilities and that the utility or other companies concerned be given reasonable advance notice of any such excavation by the Contractor. 01100 - 1 Project #19356 OPA-LOCKA 10/2022 G. The Contractor shall take all reasonable precautions against damage to existing utilities. However, in the event of a break in an existing water main, gas main, sewer or underground cable, the Contractor shall immediately notify the responsible official of the organization operating the interrupted utility. The Contractor shall lend all possible assistance in restoring services and shall assume all cost, charges, or claims connected with the interruption and repair of such services, as determined by the Owner. H. The Contractor shall familiarize himself with all codes and regulations of the Federal Government, the State of Florida, the County of Miami -Dade and any municipal corporations applicable to every aspect of the Project. The Contractor shall provide all materials and shall perform all work necessary to fully comply with all provisions and requirements of applicable codes and regulations whether specifically indicated in the Plans and Specifications or not. It is the intent of the OWNER to obtain a finished project in full compliance with all requirements of any agencies having jurisdiction over any portion of the work involved in the Project. The Inspector will not recommend acceptance of the work until all requirements and provisions of pertinent codes and regulations have been satisfactorily fulfilled 1.02 PIPE AND EXISTING UTILITIES A. The underground utilities, structures and other facilities shown on the Plans are located according to the best information available, but may vary by several feet from both the position and elevation shown. The Contractor shall explore far enough in advance of his main trench to determine the exact location and condition of such utilities, structures or facilities so that, before the pipe is installed, the Engineer may change the line or grade of the pipe, should that become necessary to avoid a conflict. B. All costs for changing the grade of the proposed main downward 2'-6" or less to clear obstructions located differently than shown on the Plans, or to clear obstructions not shown on the Plans but the location of which could have become known or should have become known by proper observation of field conditions or the proper exploratory procedure, shall be included in the prices bid under the various items of the Quotation and no additional compensation will be allowed. Changing the grade of the proposed main by rising deflections, or the alignment by horizontal deflections, will not be considered as extra work, or extra cost, to the Contractor, and in some cases a credit to the OWNER may be warranted. C. Additional cost, if any, for changing the grade of the proposed main downward more than 2'-6", for the same reasons, will be paid for if approved by the OWNER in accordance with the General Covenants and Conditions. D. In all cases where the main is deflected either horizontally or vertically, and the Engineer requires additional work and items such as paving and similar items for which a pay item was established in the Quotation, then such additional work and items will be paid for at the prices bid. Wider trench widths may be paid with the approval of the Engineer. E. The Contractor shall determine the locations of recent additions to the systems not shown on the Plans. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities. The location of all overhead utilities shall be verified and the Engineer notified of any conflict which might occur. The Contractor shall be responsible for 01100 - 2 Project #19356 OPA-LOCKA 10/2022 determining which poles will need shoring during excavation and shall provide such shoring and support as is required. 1.03 CONNECTIONS TO EXISTING PIPING: A. Perform in such a manner that no damage and minimal interruption is caused to existing installation. Any damage caused to existing installations shall be repaired or replaced by the Contractor. B. Coordinate connection operations with the OWNER, who shall be notified at least 7 days in advance of any activity which may interfere with the existing utility system. C. All connections to existing mains of the Miami -Dade Water and Sewer Department and/or OWNER shall be made under the direct supervision of Department personnel and/or OWNER. Valves separating the main being installed from existing mains shall be operated by OWNER personnel upon request by the Contractor. Under no circumstances shall any of these valves be operated by the Contractor's personnel. D. Any proposed length of pipe, fitting or valve to be installed as an integral part to an active water main, shall be swabbed on the inside with calcium hypochlorite, HTH, Perchloron, or approved equal, mixed in solution with water. The quantity of hypochlorite shall in all cases be subject to the approval of the OWNER whose representative shall be present at all times while this phase of the work is in progress. E. The installation shall be made as swiftly as possible after service has been halted in the pipeline and any water in the ditch shall be kept below the level of the length of pipe, fitting or valve. The pipeline shall then be placed in service by the OWNER personnel. 1.04 WATER USED IN CONSTRUCTION A. The OWNER will furnish water for construction purposes with charge from the nearest fire hydrant using the Contractor's designated floating meter. The Contractor shall obtain a project specific floating meter and maintain daily records for meter readings. The floating meter shall be used only for the work of this project; any other use will be considered tampering. There will be charge for consumption unless otherwise noted. B. The Contractor can obtain the meter through proper application and payment of deposit fee at the MDWASD's Business Office, 3575 South LeJeune Road, Miami, Florida or Miami -Dade Permitting and Inspection Center (MDPIC) at 11805 SW 26 Street. The Contractor shall present a Miami -Dade Fire Rescue permit, City of Miami Department of Fire -Rescue, or Coral Gables Fire Department Permit during application with the Business Office. The deposit fee will be refunded to the Contractor upon return of the meter in a sound satisfactory condition. The largest meter available is 2 inches NPS. Deposits are $2,500 for a 3" meter and $1,500 for a 1" meter, additional service charges may apply., for current fees contact the MDWASD's Business Office at (305) 669-7701. Additional fees may be required by other governmental agencies for utilizing existing sources of water. 01100 - 3 Project #19356 OPA-LOCKA 10/2022 C. Water for construction activities will be furnished from adjacent OWNER -owned water mains or the most convenient water source. In instances where no OWNER -owned source of water is available, the Contractor shall make his own arrangements with the municipality or other controlling authority and include the cost of all water required during construction in his overall construction cost. No reimbursement will be made. D. Contractor shall present a Dade County Fire Department Permit during application with New Customer Division. This requirement may also apply to some municipal areas of Miami Dade County. E. The deposit fee will be refunded to the Contractor upon return of the meter in a sound satisfactory condition. The largest meter available is 2 -inches NPS. Effective October 1, 2007, the required deposit for a 2 -inch meter is $2,500.00 plus $125.00 service charge. For current fees contact the MDWASD's New Customer Division at (786) 268-5200. Additional fees may be required by other governmental agencies for utilizing existing sources of water. The Contractor shall bear all cost imposed by other governmental agencies for water use, meter use and all similar fees, at no additional cost to the OWNER. The Contractor shall present a Dade County Fire Department Permit during application with New Business Office. F. All piping, fittings, valves and equipment, including pumps and power, required for handling the water shall be furnished by the Contractor. Care shall be exercised in the use of the water and provision shall be made to protect the water supply from contamination and indiscriminate use by unauthorized persons. The Contractor shall use only potable water. G. Under no circumstance shall the Contractor utilize a water source, including existing piping, until such source or piping has been approved for use by the Engineer. H. In instances where no source of water is available, the Contractor shall make his own arrangements with the municipality or other controlling authority and include the cost of all water required during construction in his overall construction cost. No reimbursement will be made. 1.05 DAMAGE TO EXISTING STRUCTURES AND UTILITIES A. The Contractor shall be responsible for and make good all damage to pavement, buildings, telephone or other cables, water pipes, irrigation systems, sanitary pipes, or other structures, caused by this Contract, which may be encountered, whether shown or not shown on the Drawings. B. Information shown on the Drawings as to the location of existing utilities has been prepared from the most reliable data available to the Engineer. This information is not guaranteed, however; and it shall be the Contractor's responsibility to determine the locations, character and depth of any existing utilities. He shall assist the utility companies, by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities. 01100 - 4 Project #19356 OPA-LOCKA 10/2022 1.06 MATERIALS AND EQUIPMENT FURNISHED BY THE OWNER A. No material or equipment will be furnished by the OWNER under this Contract. All material, labor and equipment necessary for completion of the work shall be furnished and installed by the Contractor, whether or not shown on the Plans or specifically mentioned in the Specifications. B. The OWNER will not furnish electric power for this Project. All electrical driven equipment, including dewatering pumps and electrical welders, shall be served by the temporary electrical service to be provided by the Contractor. The Contractor shall supply extension cords, ground fault circuit interrupters, and transformers, and any safety equipment necessary to protect his workmen and Plant personnel. 1.06 MATERIALS AND EQUIPMENT FURNISHED BY THE CONTRACTOR: A. The Contractor shall furnish all materials required to complete the construction of the project and related items, ready for service. All fittings and components shall, wherever possible be standard stock The Contractor shall furnish materials listed on the Pre -Approved Product List on the Water and Sewer Department website http://www.miamidade.gov/water/pre-approved- product-list.asp. B. All material and equipment furnished by the Contractor for incorporation into the Project shall be new and of recent domestic manufacture, and shall be the products of reliable manufacturers who, unless otherwise specified, have been regularly engaged in the manufacture of such material and equipment for at least five (5) years. C. Unless otherwise specified or noted on the Contract Plans, all steel bolts, nuts, washers and other miscellaneous ferrous metal items (except cast iron or stainless steel) furnished by the Contractor shall be hot -dip galvanized in accordance with ASTM A123, Zinc (Hot -Dip Galvanized) Coatings for Iron and Steel Products, or ASTM A153, Zinc Coating (Hot -Dip) on Iron and Steel Hardware. Where the word galvanized or its abbreviation is used on the Contract Plans or in the Specifications, it shall mean hot -dip galvanized. Fabricated items shall be hot -dip galvanized after fabrication. Internal threads shall be tapped or retapped after galvanizing. D. All valves, piping, structural steel and miscellaneous materials and equipment shall be stored on blocks or racks. As far as possible, no materials or equipment shall be stored so that it is in direct contact with the ground. All metal shall be thoroughly cleaned before being placed in the work. Storage and protection measures shall be subject to approval of the Engineer whose decision shall be final. The Contractor shall immediately protect materials by different methods, materials and to a greater extent, if so directed by the Engineer in the field. E. All materials shall, wherever possible be standard stock articles of well known manufacturers. Where the Plans and Specifications designate the products of a particular manufacturer, the product specified or listed as pre -approved has been found suitable for the intended use, articles or products of similar characteristics may be offered for the approval of the Engineer. When substitutions are permitted, the Contractor shall make all necessary changes in adjacent or connected structures and equipment at his expense. F. Where contemplated changes, substitutions or appurtenant work require engineering design, in the opinion of the Engineer, the Contractor shall have such design services performed at his 01100 - 5 Project #19356 OPA-LOCKA 10/2022 expense. Said engineering services shall be of an extent satisfactory to the Engineer whose word shall be final and shall be performed by a Registered Engineer licensed to practice in the State of Florida. G. The Contractor shall care for and protect against loss or damage all material to be incorporated in the construction, for the duration of the Contract, and shall repair or replace any damaged or lost materials. He shall be relieved of such responsibility only upon final acceptance of all the work by the Engineer. H. The Contractor shall furnish a covered, weather -protected storage structure providing a clean, dry, noncorrosive environment for all mechanical equipment, electrical equipment, instrumentation equipment and materials, pumps, blowers, and motors to be incorporated into this Project. Storage of equipment shall be in strict accordance with the "instructions for storage" of each equipment supplier and manufacturer including placing of storage lubricants in equipment, etc. Corroded, damaged or deteriorated equipment and parts shall be replaced before acceptance of the project. Equipment and materials not properly stored will not be included in a payment estimate. I. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Store products subject to damage by the elements in weather -tight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's instructions. 3. Store fabricated products above the ground, on blocking or skids prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. J. To insure satisfactory and successful final painting of materials and equipment to be furnished, it is essential that the paints applied in the shop and in the field be mutually compatible. To this end, the Contractor shall require that the shop paint applied to the materials and equipment be compatible with the paint proposed to be used in the field, or shall determine what shop paints have been used and select field paints compatible therewith. K. The Contractor shall not reuse any of the material removed from existing pipeline systems. L. The Contractor shall supply certification that all materials supplied that will directly encounter drinking water conform with American National Standards Institute (ANSI)/NSF International (NSF) Standard 61. M. Extended Warrantees: 1. The Standard Warranty for all completed work, materials and equipment shall be one year from the date of final acceptance. Longer warranties may be required as part of the Contract. Specialty and high value equipment such as pumps, motors, panels, variable frequency drives, switchgears, motor control centers, engines, actuators, roofing systems, and plant process equipment will have the warranty requirement listed on the product specification. 2. The Contractor shall procure extended manufacturer's warranties on equipment furnished by him. These warranties shall be kept in force and extended such that the OWNER 01100 - 6 Project #19356 OPA-LOCKA 10/2022 will be provided a manufacturer's warranty with at least one year to run beyond the date of final acceptance of the Project. A copy of the warranty with these provisions clearly stated or with an attached letter of certification from the manufacturer to this effect shall be delivered with the equipment and no payment or partial payment for said equipment will be made until such warranty/certification is delivered to the Engineer. 3. The warranty shall specifically cover the case where the equipment warranted has been replaced by a newer model. In such instance the warranty shall either provide spare parts and service to repair or replace in its entirety the original model, or in lieu of this; provide a complete new model unit to replace the warranted and failing equipment. Should the failing equipment be replaced by a new model, the Contractor shall be responsible for making all necessary changes to adjacent and/or connected equipment at no extra cost to the OWNER and to the satisfaction of the Engineer who's decision shall be final. 4. As a part of final inspection, the Contractor shall deliver to the OWNER in a form satisfactory to the Engineer, either warrantees or certifications of warrantee extensions showing the warrantees to be in effect at least one year beyond the planned date of final acceptance. 5. All costs for procuring, maintaining and extending these warranties shall remain with the Contractor, even in cases where the contract construction time for completion has been extended. These costs shall be included in the Contractor's bid price and no further compensation will be allowed. 6. In instances, as specified in Section 28 "Partial and Final Payment" of the "General Covenants and Conditions"; where the OWNER puts an item of equipment into full productive service prior to final acceptance, the warranty shall still be extended to at least one year past final acceptance. However, the OWNER will reimburse the Contractor for the prorated cost of the extended warranty from the time when the equipment was placed in full productive service to the date of final acceptance based upon the manufacturer's invoice to the Contractor for this cost. Only the warranty cost will be reimbursed, no overhead or other costs will be allowed. 1.07 MANUFACTURER'S EXPERIENCE RECORD: A. When a manufacturer's experience record is required by these specifications, the following may be provided in lieu of the specified record: 1. Manufacturers and/or equipment which does not meet the specified experience period will be considered if the manufacturer or supplier provides a bond or cash deposit valid for five (5) years less his years of experience, which will guarantee replacement of the equipment or process in the event of failure or unsatisfactory performance or service. 1.08 INCLEMENT WEATHER A. In the event of inclement weather, all work shall be suspended which might be damaged or rendered inferior by such weather conditions and Contractor will, and will cause Subcontractors to protect carefully the Work and materials against damage or injury from the weather and to protect the public from damage or injury. If, in the opinion of Engineer, any portion of work or materials shall have been damaged or injured by reason of failure on the part of Contractor or any Subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. 01100 - 7 Project #19356 OPA-LOCKA 10/2022 1.09 SAFETY AND HEALTH REGULATIONS A. The Contractor shall comply with the Department of Labor Safety & Health Regulations for construction promulgated under the Occupational Safety & Health Act of 1970, (PL 91-596) and under Section 107 of the Contract Work Hours & Safety Standards Act (PL 91-54). B. All equipment furnished and installed under this Contract shall comply with Part 1910, Occupational Safety & Health Standards & Amendments thereto. 1.10 PROTECTION OF PUBLIC AND PROPERTY A. Barricades, Guards and Safety Provisions: 1. The Contractor shall be solely responsible for adhering to the rules and regulations of OSHA and appropriate authorities regarding safety provisions. To protect persons from injury and to avoid property damage, adequate barricades, construction signs, lights and guards as required shall be placed and maintained by the Contractor at his expense during the progress of the Work and until it is safe for traffic to use the roads and streets. Material piles, equipment and pipe which may serve as obstructions to traffic shall be enclosed by fences or barricades and shall be protected by proper lights when the visibility is poor. 2. Signage and barricades shall be in accordance with applicable FDOT manuals. 3. During construction, pedestrian corridors shall be maintained in a safe, passable, and stabilized manner. Measures utilized shall include, but not be limited to, boardwalks or stabilized pathways. The Contractor shall be solely responsible for coordination with School Board Transportation Safety Manager for potential construction impacts to schoolyards and crossings or Parks Department for any impacts to parks or trails. Closure of any sidewalks and/or school crossings near schools shall require coordination with the School Board Transportation Safety Manager and written authorization from the OWNER construction is conducted when school is in session. B. Protection of Utility Structures: 1. Temporary support, adequate protection and maintenance of all underground and surface utility structures including drains, sewers, manholes, hydrants, valves, valve covers, power poles and miscellaneous other utility structures encountered in the progress of the Work shall be furnished by the Contractor at his expense. Any such structures that may have been disturbed shall be restored upon completion of the Work. The OWNERS' valves, hydrants, manholes and other appurtenances shall be made accessible to the OWNERS' personnel during all phases of construction. C. Open Excavation: 1. All open excavations shall be adequately safeguarded by providing temporary barricades, caution signs, lights and other means to prevent accidents to persons and damage to property. The Contractor shall, at his own expense, provide suitable and safe bridges with handrails and other crossings for accommodating travel by pedestrians and workmen. Bridges provided for access to private property during construction shall be removed when no longer required. The length of open trench will be controlled by the particular surrounding conditions, but shall be limited to 300 feet unless otherwise approved by the OWNER. If the excavation becomes a hazard, or if it excessively restricts traffic at any point, the 01100 - 8 Project #19356 OPA-LOCKA 10/2022 OWNER may require special construction procedures such as limiting the length of open trench, fencing, prohibiting excavated material in the street and requiring that the trench shall not remain open overnight. The Contractor shall take precautions to prevent injury to the public due to open trenches. All trenches excavated material, equipment or other obstacles that could be dangerous to the public shall be barricaded and well lighted at night. OSHA Regulations shall apply to all open excavation. D. Tree and Shrub Protection and Trimming 1. Contractor shall exercise care to protect all trees and shrubs not shown to be removed on construction drawings. Trees and shrubs outside construction limits shall remain and shall be protected and where damaged, restored to original condition. Contractor shall obtain approval from OWNER's Representative prior to removing any trees. Trees damaged within or outside of construction limits due to negligence shall be restored to original condition at the expense of the Contractor. 2. Tree limbs which interfere with construction operations and are approved for pruning shall be neatly cut with sharp pruning instruments; do not break or chop. All cut faces shall be coated with an approved tree pruning compound which is waterproof, antiseptic, elastic and free of kerosene, coal tar, creosote and other substances harmful to plants. Pruning operations shall be extended to restore the natural shape of the entire tree or shrub. Do not allow fires under or adjacent to trees or other plants which are to remain. 3. Contractor shall protect tree and shrub root systems. Do not store construction materials, debris or excavated materials beyond construction limits. Do not permit vehicles or construction equipment beyond the limits of utility line construction. Restrict foot traffic to prevent excessive compaction of soil over root system. Excavated material shall be stockpiled away from tree drip lines as approved by the Engineer. Protect tree and shrub root systems from damage due to noxious materials in solution caused by run-off or spillage during construction operations, or drainage from stored materials. Protect root systems from flooding, erosion or excessive wetting resulting from dewatering operations. Excavate within the drip line of trees only when approved by the Engineer. Where trees are designated to remain within the limits of construction and trenching for utilities is required within tree drip lines, cut roots with sharp pruning instruments; do not break or chop. Paint roots over 2" caliper with approved tree pruning compound. 4. Trees damaged by construction operations shall be repaired promptly after damage occurs to prevent progressive deterioration of damaged trees. Removed trees, branches, roots and other excess materials shall be removed from the construction site to an approved land fill at the expense of the Contractor. E. Protection of Lawn Areas: 1. Lawn areas shall be left in as good or better condition as before starting of the Work. Where sod is to be removed it shall be carefully restored with new sod of the same type at no additional cost to the OWNER. F. Restoration of Fences: 1. Any fence, or part thereof, that is damaged or removed during the course of the Work shall 01100 - 9 Project #19356 OPA-LOCKA 10/2022 be replaced or repaired by the Contractor at no additional cost to the OWNER and shall be left in as good a condition as before the starting of the Work. The manner in which the fence is repaired or replaced and the materials used shall be subject to the approval of the OWNER. G. Protection Against Siltation and Bank Erosion: 1. The Contractor shall follow federal, state and local permit requirements. 1.11 SITE CLEANUP AND RESTORATION A. In addition to the requirements set forth in the General Conditions and Section 01710, the Contractor shall keep the working areas free at all times of tools, materials and equipment not essential to the progress of the Work. Debris, waste materials, and rubbish shall be properly disposed of and not allowed to accumulate. If the Contractor should fail to do this, the OWNER will make the necessary arrangements to effect the cleanup by others and will back charge the cost to the Contractor. If such action becomes necessary on the part of and in the opinion of the OWNER, the OWNER will not be responsible for the inadvertent removal of material which the Contractor would not have disposed of had he effected the required cleanup. B. Where material or debris has washed or flowed into or been placed in watercourses, ditches, gutters, drains, catch -basins, or elsewhere as result of the Contractor's operations, such material or debris shall be entirely removed and satisfactorily disposed of during progress of the Work, and the ditches, channels, drains etc., kept in a clean and neat condition. C. On or before the completion of the Work, the Contractor shall, unless otherwise especially directed or permitted in writing, tear down and remove all temporary buildings and structures built by him; shall remove all temporary works, tools, and machinery or other construction equipment furnished by him; shall remove, acceptably disinfect, and cover all organic matter and material containing organic matter in, under, and around privies, houses, and other buildings used by him; shall remove all rubbish from any grounds he has occupied; and shall leave the roads and all parts of the premises and adjacent property affected by his operations, in a neat and satisfactory condition. D. The Contractor shall restore the entire project site to its original or better condition, with the exception of any area(s) designated for alteration by the Contract Documents. The Contractor shall restore or replace; when and as directed, any public or private property damaged by his work, equipment, or employees to a condition at least equal to that existing immediately prior to the beginning of operations. To this end the Contractor shall do as required all necessary highway or driveway, walk, and landscaping work. Suitable materials, equipment, and methods shall be used for such restoration. E. The Contractor shall thoroughly clean all materials and equipment installed by him and his subcontractors and on completion of the Work shall deliver it undamaged and in fresh and new appearing condition. 01100 - 10 Project #19356 OPA-LOCKA 10/2022 PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION 01100 - 11 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 01100 - 12 Project #19356 SECTION 01140 SECURITY PART 1- GENERAL 1.01 DESCRIPTION A. This Section provides for requirements of security, entry control, personnel identification, and miscellaneous restrictions. 1.02 RELATED SECTIONS A. Section 01010 - Summary of Work 1.03 SECURITY PROGRAM A. Protect Work, existing premises and OWNER's operations from theft, vandalism, and unauthorized entry. B. Initiate program in coordination with OWNER's existing security system at job mobilization. C. Maintain program throughout construction period until OWNER occupancy as directed by Engineer. 1.04 ENTRY CONTROL A. Restrict entrance of persons and vehicles into project site and existing facilities. B. Allow entrance only to authorized persons with proper identification. C. Maintain log of workers and visitors, make available to OWNER on request. D. Coordinate access of OWNER's personnel to site in coordination with OWNER's security forces. 1.05 PERSONNEL IDENTIFICATION A. All personnel shall wear clothing bearing the company information of which they are employed. B. Provide additional security as required by the OWNER. C. Become familiar with OWNER and Engineer representatives and restrict access to job site to these representatives. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 01140-1 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 01140-2 Project #19356 OPA-LOCKA 10/2022 SECTION 01150 PRE -CONSTRUCTION CONFERENCE PART1-GENERAL 1.01 General: A. Prior to commencement of construction, the Contractor shall attend a preconstruction conference which will be held with the OWNER, various utility companies, and other interested parties for the purpose of coordinating the work. All parties to this conference should be prepared to discuss any problems anticipated with the execution of the work. The time and place of meeting will be set by the OWNER. B. The Contractor is required to cooperate in order to minimize disruption of activities of other contractors. (See Section 01100) PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01150 — 1 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.01 DESCRIPTION A. The Engineer or Owner's Representative shall schedule and administer preconstruction meetings, periodic progress meetings, and specially called meetings throughout the progress of work. The Engineer shall: 1. Prepare agenda for meetings. 2. Make physical arrangements for meetings. 3. Preside at meetings. 4. Record in writing the minutes; include significant proceedings and decisions. 5. Record the meeting with an audio recording device. 6. Reproduce and distribute copies of minutes within five working days after each meeting: a. To participants in the meeting. b. To parties affected by decisions made at the meeting. B. Representatives of contractors, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. C. The Contractor shall attend meetings to ascertain that work is executed consistent with Contract Documents and construction schedules. 1.02 RELATED SECTIONS A. Section 01310 - Construction Schedules. B. Section 01340 - Shop Drawings, Product Data, and Samples. C. Section 01720 - Project Record Documents. D. Other Sections as applicable. 1.03 PRECONSTRUCTION MEETING A. Schedule a preconstruction meeting no later than 15 days after date of Notice to Proceed. B. Location: A central site, convenient for all parties designated by the Owner. 10/2022 01200-1 Project #19356 C. Attendance: 1. Owner's Representative. 2. Engineer and his Professional Consultants. 3. Resident Project Representative. 4. Contractor's Superintendent. 5. Major Subcontractors. 6. Major Suppliers. 7. Utilities. 8. Others as appropriate. D. Suggested Agenda: 1. Distribution and discussion of: a. List of major subcontractors and suppliers. b. Projected Construction Schedule. 2. Critical work sequencing/critical path scheduling. 3. Major equipment deliveries and priorities. 4. Project Coordination. a. Designation of responsible personnel. 5. Procedures and processing of: a. Field decisions. b. Proposal requests. c. Submittals. d. Change Orders. e. Applications for Payments. 6. Adequacy of Distribution of Contract Documents. 7. Procedures for maintaining Record Documents. 8. Use of Premises: a. Office, Work and Storage Areas. b. Owner's Requirements. 9. Construction facilities, controls and construction aids. 10. Temporary Utilities. 1.04 PROGRESS MEETINGS A. Schedule regular bi-weekly meetings. The progress meetings will be held as required by progress of the work. 10/2022 01200-2 Project #19356 B. Hold called meetings as required by progress of the work. C. Location of the meetings: Project field office of the Contractor or Engineer. D. Attendance: 1. Engineer, and his professional consultants as needed. 2. Subcontractors as appropriate to the agenda. 3. Suppliers as appropriate to the agenda. 4. Others as appropriate. E. Suggested Agenda: 1. Review, approval of minutes of previous meeting. 2. Review of work progress since previous meeting. 3. Field observations, problems and conflicts. 4. Problems which impede Construction Schedule. 5. Review of off site fabrication, delivery schedule. 6. Corrective measures and procedures to regain projected schedule. 7. Revisions to Construction Schedule. 8. Progress, schedule, during succeeding work period. 9. Coordination of schedules. 10. Review submittal schedules; expedite as required. 11. Maintenance of quality standards. 12. Pending changes and substitutions. 13. Review proposed changes for: a. Effect on Construction Schedule and on a completion date. b. Effect on other contracts of the Project. 14. Other business. 15. Construction schedule. 16. Critical/long lead items. F. The Contractor is to attend progress meetings and is to study previous meeting minutes and current agenda items, in order to be prepared to discuss pertinent topics such as deliveries of materials and equipment, progress of work, etc. G. The Contractor is to provide a current submittal log at each progress meeting in accordance with Section 01340. 10/2022 01200-3 Project #19356 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 10/2022 01200-4 Project #19356 SECTION 01152 APPLICATIONS FOR PAYMENT PART 1- GENERAL 1.01 DESCRIPTION A. Submit Applications for Payment to the Engineer and Owner in accordance with the schedule established by Conditions of the Agreement between Owner and Contractor and the Contract Documents. PART 2 - RELATED SECTIONS A. Section 01031- Grades, Lines and Levels B. Section 01310 - Construction Schedules C. Section 01370 - Schedule of Values D. Section 01380 - Construction Photographs F._ Section 01700 - Contract Close Out F. Section 01720 - Project Record Documents G. Section 01725 - Project As-Built/Record Drawings 2.02 FORMAT AND DATA REQUIRED A. Submit applications typed on forms provided by the Owner (or forms provided by Contractor and agreed to by Owner), Application for Payment, with itemized data typed on 81/2 inch x 14 inch white paper and continuation sheets. B. Payment forms shall show significant detail to substantiate request. Additional detail may be required by the Engineer. 2.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Fill in required information, including that for Change Orders executed prior to date of submittal of application. 2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. 3. Execute certification with signature of a responsible officer of Contract firm. 10/2022 01152-1 Project #19356 B. Continuation Sheets: 1. Fill in total list of scheduled component items of work, with item number and scheduled dollar value for each item. 2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored. a. Round off values to nearest dollar, or as specified. 3. List each Change Order Number, and description, as for an original component item or work. 2.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying: 1. Project 2. Application number and date 3. Detailed list of enclosures 4. For stored products: a. Item number and identification as shown on application. b. Description of specific material. c. Copy of material invoice. d. Address of location where item is stored e. Photographs of item (if requested) B. Submit one copy of data cover letter for each copy of application. C. As a prerequisite for payment, Contractor is to submit the following: 1. A "Surety Acknowledgment of Payment Request" letter showing amount of progress payment which the Contractor is requesting, 2. Updated record drawings for review by the Engineer, 3. Updated construction schedule for review by the Engineer, 4. Construction photographs. 2.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in Application form as specified for progress payments. B. Provide FINAL COMPLETION documentation for the final statement of accounting as specified in Section 01700 - Contract Closeout. C. Submit final record drawings and As-Builts. 10/2022 01152-2 Project #19356 2.06 SUBMITTAL PROCEDURE A. Submit Applications for Payment to the Engineer at the times stipulated in the Agreement. B. Number: Five copies of each Application. C. When the Engineer finds Application properly completed and correct, he will transmit certificate of payment to Owner, with copy to Contractor. PART 3 - PRODUCTS (NOT USED) PART 4 - EXECUTION (NOT USED) END OF SECTION 10/2022 01152-3 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 10/2022 01152-4 Project #19356 SECTION 01310 CONSTRUCTION SCHEDULES PART 1- GENERAL 1.01 DESCRIPTION A. Promptly after Award of the Contract and within ten days after the effective date of the Agreement, prepare and submit to the Engineer an estimated construction progress schedules for the work, with sub -schedules of related activities which are essential to its progress. B. Submit revised progress schedules on a monthly basis. C. No partial payments shall be approved by the Engineer until there is an approved up to date construction progress schedule on hand. D. The Contractor shall designate an authorized representative of his firm who shall be responsible for development and maintenance of the schedule and of progress and payment reports. This representative of the Contractor shall have direct project control and complete authority to act on behalf of the Contractor's schedule. 1.02 RELATED SECTIONS A. Section 01010 - Summary of Work B. Section 01152 - Applications for Payment C. Section 01200 - Project Meetings D. Section 01340 - Shop Drawings, Product Data, and Samples E. Other Sections as applicable. 1.03 FORM OF SCHEDULES A. Prepare schedules for submittal each month with pay request. The form of the schedule is to be Microsoft Project or approved equal. The Schedule is to indicate work completed to date and additions to or deletions from the schedule. 1. Provide separate horizontal bar for each trade or operation within each structure or item. 2. Horizontal time scale: In weeks from start of construction and identify the first work day of each month. 3. Scale and spacing: To allow space for notations and future revisions. 10/2022 01310-1 Project #19356 B. Format of listings: The chronological order of the start of each item of work for each structure. C. Identification of listings: By major specification section numbers as applicable and structure. 1.04 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning of, and completion of, each major element of construction in no more than a two week increment scale. Specifically list, but not limited to: a. Receiving Materials b. Construction Activity c. Testing d. Restoration e. Startup f. Record Drawings g. Permit Close-out h. Punch List i. Owner Activities, Including Inspections 3. Show projected percentage of completion for each item, as of the first of each month. 4. Show projected dollar cash flow requirements for each month of construction. 5. Use of float suppression techniques such as preferential sequencing or logic, special lead/lag logic restraints, and extended activity times are prohibited, and use of float time disclosed or implied by use of alternate float - suppression techniques shall be shared to proportionate benefit of the Owner and Contractor. 6. Pursuant to above float -sharing requirement, no time extensions will be granted nor delay damages paid until a delay occurs which (i) impacts Project's critical path, (ii) consumes available float or contingency time, and (iii) extends work beyond contract completion date. 7. If the Contractor provides an accepted schedule with an early completion date, the Owner reserves the right to reduce the duration of the work to match the early completion date by issuing a deductive Change Order at no change in Contract Price. B. Submittal Schedule for Shop Drawings and Samples in accordance with Section 01340. Must show: 10/2022 01310-2 Project #19356 1. The dates for Contractor's submittals. 2. The dates submittals will be required for owner furnished products, if applicable. 3. The dates approved submittals will be required from the Engineer. C. A list of all long lead items (equipment, materials, etc). 1.05 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission. B. Show changes occurring since previous submission of schedule: 1. Major changes in scope. 2. Activities modified since previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes on schedules of other prime contractors. 1.06 SUBMISSIONS A. Submit initial schedules to the Engineer within 10 days after the effective date of the Agreement. 1. The Engineer will review schedules and return review copy within 21 days after receipt. 2. If required, resubmit within 7 days after return of review copy. B. Submit a minimum of five (5) copies of revised monthly progress schedules with that month's application for payment. 1.07 DISTRIBUTION A. Distribute copies of reviewed schedules to: 1. Owner (Two copies) 2. Engineer (Two copies) 3. Job Site File (One copy) 4. Subcontractors (As needed) 5. Other Concerned Parties (As needed) B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedule. 10/2022 01310-3 Project #19356 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 10/2022 01310-4 Project #19356 SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES PART 1 GENERAL 1.01 SCOPE OF WORK A. The work specified in this Section will not be paid for directly, but will be considered as incidental work. The contractor shall perform this work at no additional cost to the OWNER. B. The Miami -Dade Water and Sewer Department (MDWASD) established "Pre - Approved Product List" for products to be used in the construction of water and sewer facilities. The "Pre -Approved Product List" lists manufacturer's product models pre -approved by the OWNER which meet the minimum requirements established in the OWNER's design and construction standards and specifications. However, not all products that may be used in the construction of water and sewer facilities that meet the OWNER's design and construction standards and specifications are listed in the "Pre -Approved Product List." The "Pre -Approved Product List" is not an exclusive collection of all qualified and approved products. For those products that are not on the "Pre- Approved Product List," the Contractor shall submit shop drawings as specified herein. C. Contractors and suppliers can submit the MDWASD "Pre -Approved Product List(s)" for the products that they intend to use in the construction of the water and sewer facilities for the Project. Products listed in the "Pre -Approved Product List" do not require the submittal of shop drawings to the OWNER. The "Pre -Approved Product List(s)" must be stamped, reviewed and initialed by the Contractor and by his engineer, if applicable, prior to submittal to the OWNER. A "Submittal Summary Sheet" must accompany all "Pre -Approved Product List" submittals. Both forms can be found in the Miami -Dade Water and Sewer Department website at www.miamidade.00v/water/pre- approved-product-Iist.asp. D. Shop Drawings (including Pre -Approved Product List submittals) shall be submit- ted prior to any project construction activity. In a timely fashion, well before the contemplated ordering for fabrication of special order or long -lead items or con- struction use of any standard element of the work, the Contractor shall furnish Shop Drawings for the review and approval of OWNER. E. It is the Contractor's sole responsibility, upon the first occasion of submittal of a particular element of the work, to submit Shop Drawings of an element which match and fulfill the requirements and intent of the Plans and Specifications. Any delays or costs caused, either directly or indirectly, by non -timely submissions; submission of items differing significantly from the intent of the Plans and/or Speci- fications; repeated submission of, or argument over, rejected elements or changes required for acceptance; arguments with the criteria or requirements of the Plans or Specifications; or any other such similar activities shall be at the expense of the 01340-1 Project #19356 Contractor. F. It is the intent of the Contract Documents that the Contractor shall, in the first in- stance, submit Shop Drawings of elements which meet or exceed the require- ments of the Contract Documents and fit with the other elements of the work and the existing conditions. Delays or the inability to obtain shop drawing approval may subject the Contractor to costs for liquidated or actual damages as specified in the Contract. G. The approval of Pre -Approved product sheets, shop drawings and data will be general and shall mean that upon examination of the drawings, no variations from the approved project drawings and project requirements have been discovered, and approval will not relieve the Contractor of his responsibilities as defined above. The OWNER's review will not constitute an approval of dimensions, quantities and details of the material, equipment or item shown. 1.02 CONTRACTOR SUBMITTALS A. The Contractor shall submit a minimum of four (4) hardcopies of the shop drawing submittal package to the OWNER. PDF files of the entire submittal package along with the hard copies are encouraged to simplify the approval process. B. The Shop Drawing submittal package shall include a transmittal, submittal registry and the pre -approved product list or shop drawing sheets stamped by the Contractor. C. The Contractor shall meet with the Engineer (Construction Manager) after the Project Award to begin the shop drawing submittal process and establish a schedule for submittal and approval. D. Where there is a deviation from the Specifications, the Contractor shall note it and state the reasons why a deviation is required. 1.03 DESCRIPTION OF WORK A. Submit to the Engineer for review and approval, Shop Drawings, test reports and data on materials, equipment, and material samples as required for the proper control of work, and as specified in the Specification sections. Shop Drawings shall be submitted for all materials and equipment to be furnished. B. After award of the project, the Contractor may begin providing submittals for ap- proval. Submit to the Engineer a complete list of preliminary data on items for which Shop Drawings are to be submitted. Included in this list shall be the names of all proposed manufacturers furnishing specified items. Review of this list by the Engineer shall in no way expressed or implied relieve the Contractor from submit- ting complete Shop Drawings and providing materials, equipment, etc., fully in ac- cordance with the Specifications. This procedure is required in order to expedite 01340-2 Project #19356 final review of Shop Drawings. C. Maintain an accurate updated Shop Drawing submittal log which shall include the following items: 1. Submittal Description and Number Assigned 2. Specification Section 3. Plans Sheet Number 4. Date to Engineer 5. Date Returned to Contractor (from Engineer) 6. Status of Submittal (Approved, Approved as Noted, Rejected/Resubmit) 7. Date of Resubmittal and Return (as Applicable) 8. Date Material Release (for Fabrication) 9. Projected Date of Fabrication 10. Projected Date of Delivery to Site 11. Status of 0 & M Manuals Submittal 1.04 CONTRACTOR'S RESPONSIBILITY A. Furnish the Engineer with a schedule of Shop Drawings submittals, fixing the re- spective dates for the submission of Shop Drawings, the beginning of manufac- ture, testing and installation of materials, supplies and equipment. This schedule shall indicate those that are critical to the progress schedule. B. Submit to the Engineer all plans and schedules sufficiently in advance of construc- tion requirements to provide maximum time for checking and appropriate action from the time the Engineer receive them. C. It is the duty of the Contractor to check and approve all plans, data and samples prepared by or for him before submitting them to the Engineer for review. Each and every copy of the Plans and data shall bear Contractor's stamp showing that they have been checked and approved. Shop Drawings submitted to the Engineer without the Contractor's stamp and approval shall be returned to the Contractor for conformance with this requirement before Engineer's review. Shop Drawings shall indicate any deviations in the submittal from requirements of the Pro- ject Documents and the Contractor shall state the reason why a deviation is required. D. All submittals shall be accompanied by a submittal registry and transmittal letter containing the following information: 1. Date 2. Project Title and Number 3. Contractor's name and address 4. The number of each Shop Drawing, Data, and Sample submitted 5. Notification of Deviations from Project Documents 6. Submittal Log Number conforming to and referring to Specification Section 01340-3 Project #19356 Numbers E. Submit seven copies of Shop Drawings and of descriptive or product data submit- tals necessary to complement Shop Drawing. The Engineer will retain five sets. F. After receiving approval by the Engineer, the Contractor shall be responsible for submitting the Shop Drawings to the Building Department. Shop Drawings of all premanufactured items and all other Shop Drawings are required to obtain ap- proval prior to manufacturing or installing the submitted items. The Contractor shall also be responsible for contesting any interpretations by the Building De- partment that OWNER considers non -acceptable. The Contractor shall be responsible for all costs, and expenses associated with the submittals, including resubmittals (if any) of Shop Drawings to the Building Department. The Building Department as used in this paragraph shall be taken to mean the City of Opa- Locka Building Department and/or other governing building authority appropriate to this project. G. Do not begin any of the work covered by a drawing, data, or a sample returned as "Rejected/Resubmit" until a revision or correction thereof has been reviewed and returned to the Contractor, by the Engineer, with approval or approval "As Noted". Be responsible for and bear all costs of damages which may result from the order- ing of any material or from proceeding with any part of work prior to receiving En- gineer's approval or approval "As Noted" of the necessary Shop Drawings. H. Be fully responsible for observing the need for and for making any changes in the arrangement of piping, connections, wiring, manner of installation, etc., which may be required by the materials/equipment the Contractor proposes to supply, both as they pertain to the Contractor's own work, work of others, or of other Divisions herein or Trades and clearly show such changes on the Shop Drawings. I. When substitutions in materials or equipment are allowed, the Contractor shall make all necessary changes in adjacent or connected structures and equipment at his expense. Where contemplated changes, substitutions or appurtenant work re- quire engineering design, in the opinion of the Engineer, the Contractor shall have such design services performed at his expense. Said engineering design services shall be of an extent satisfactory to the Engineer whose word shall be final and shall be performed by a Registered Professional Engineer licensed to practice in the State of Florida. J. When substitutions in materials or equipment are allowed, the Contractor shall be solely responsible for all costs and time required by any differences in construction methods, fabrication or assembly required and no additional time will be allowed. K. When a construction change, initiated by the Contractor or resulting from a change made by the Contractor, requires re -permitting as discussed in the preceding par- agraph, the Contractor shall be responsible for all labor, material and equipment required to redraw the Plan sheet or sheets affected by the change to the satisfac- 01340-4 Project #19356 tion of the Engineer of Record and OWNER. The costs for all work of this sort and all costs of re -permitting shall be borne by the Contractor and no extra com- pensation will be allowed. L. Determine and verify: 1. Field measurements 2. Field construction criteria 3. Catalog numbers and similar data 4. Conformance with specifications 5. That installation and maintenance clearances are sufficient particularly when equipment or arrangement changes have been made 1.05 ENGINEER'S REVIEW OF SHOP DRAWINGS A. Engineer's review of plans, data and samples, submitted by the Contractor will cover only general conformity to the Drawing and Specifications. The Engineer's review will not constitute an approval of dimensions, quantities, and details of the material, equipment, device, or item shown. The review of plans and schedules will be general, and shall not be construed: 1. As permitting any departure from the Contract requirements 2. As relieving the Contractor of responsibility for any errors, including detail, dimensions, and materials 3. As approving departures from details furnished by the Engineer, except as otherwise provided herein B. Variations 1. If the plans or schedules, as submitted, describe variations per paragraph 1.03 C, and show a departure from the Contract requirements which Engi- neer finds to be in the interest of OWNER and to be so minor as not to in- volve a change in Contract price or time for performance, the Engineer may return the reviewed plans without noting an exception. 2. If the plans or schedules, as submitted, describe variations and show a de- parture from the Contract requirements which the Engineer finds to be minor enough to be corrected by redlining the submittal, the engineer will mark and return the submittal marked "Approved as Noted." The redlined corrections shall be as binding on the Contractor as would be a resubmission embody- ing the same corrections. C. When reviewed by the Engineer, each of the Shop Drawings shall be stamped and dated to indicate it had been reviewed. Shop Drawings stamped "Revise and Re- submit" and with required corrections shown will be returned to the Contractor for correction and resubmittal. D. Resubmittals will be handled in the same manner as first submittals. On resubmit - 01340 -5 Project #19356 tats the Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, to revisions and corrections required by the Engineer on previous sub- missions. The Contractor shall make any corrections required by the Engineer. E. If the Contractor considers any correction indicated on the Shop Drawings to con- stitute a change to the Project Plans or Specifications, the Contractor shall give written notice thereof to the Engineer who will render a decision which shall be fi- nal. After the decision has been made, the Contractor shall without delay, provide the corrections to the plans. F. When the Shop Drawings have been approved by the Engineer, the Contractor shall carry out the construction in accordance therewith and shall make no further changes therein except upon written instructions from the Engineer. G. No partial submittals will be reviewed. Submittals not complete will be returned to the Contractor for resubmittal. Unless otherwise specifically permitted by the En- gineer, all submittals shall be made in groups containing all associated items for systems, processes or as indicated in specific specifications sections. All plans, schematics, manufacturer's product data, certifications and other Shop Drawing submittals required by a system specification shall be submitted at one time as a package to facilitate interface checking. 1.06 SHOP DRAWINGS A. When used in the Project Documents, the term "Shop Drawings" shall be consid- ered to mean Contractor's plans for materials and equipment which become an in- tegral part of the Project. These Shop Drawings shall be complete and detailed. Shop Drawings shall consist of fabrication, erection and setting drawings and schedule drawings, manufacturer's scale drawings, and wiring and control dia- grams. Cuts, catalogs, pamphlets, descriptive literature, and performance/test da- ta shall be considered only as supportive to required Shop Drawings as defined above. B. Manufacturer's catalog sheets, brochures, diagrams, illustrations and other stand- ard descriptive data shall be clearly marked to identify pertinent materials, product or models. Information which is not applicable to the Work shall be deleted by striking or cross hatching. C. Shop Drawing shall have a submittal registry and display the following: 1. Project Title and Number 2. Name of Project Building or Structure 3. Number and Title of the Shop Drawing 4. Date of Shop Drawing or Revision 5. Name of Contractor and Subcontractor Submitting Drawing 6. Supplier/Manufacturer 7. Separate Detailer when Pertinent 01340-6 Project #19356 8. Specification Title and Number 9. Specification Section 10. Application Project Drawing Number D. If plans show variations from Contract requirements because of standard shop practice or for other reasons, describe such variations in the letter of transmittal. If no explanation of these variations is provided, the Contractor shall not be relieved of the responsibility for executing the work in accordance with the Contract, even though such plans have been reviewed and approved. E. For all mechanical and electrical equipment furnished, provide a list including the equipment name, address of and telephone number of the manufacturer's repre- sentative and service company so that service and/or spare parts can be readily obtained. F. All manufacturers or equipment suppliers who propose to furnish equipment or products shall submit an installation list to the Engineer along with the required Shop Drawings. The installation list shall include at least five installations where identical equipment has been installed and has been in operation for a period of at least five years, unless otherwise specified. Manufacturers and/or equipment which fails to meet the specified experience period will be considered if the manu- facturer or supplier provides a bond or cash deposit which will guarantee replace- ment of the equipment or process in the event of failure or unsatisfactory service. G. Only the Engineer will utilize the color "red" in marking Shop Drawing submittals. 1.07 REQUIRED INFORMATION A. Submit, as applicable, the following for all prefabricated or manufactured structur- al, mechanical, electrical, plumbing, process system, and equipment work: 1. Shop Drawings or equipment drawings, including dimensions, size and loca- tion of connections to other work, and weight of equipment 2. Catalog information and cuts 3. Installation or placing plans for equipment, drives, and bases 4. Supporting calculations, signed and sealed by a Florida Registered Engineer when required, for equipment and associated supports, or hangers required or specified to be designed by equipment manufacturers 5. Signed and sealed calculations and plans by in-house Florida Registered Professional Engineer for structural systems, indicating compliance to the structural design criteria specified in the Plans 6. Complete manufacturer's specifications, including materials description and paint system 7. Performance data and pump curves 8. Suggested spare parts with current price information 9. List of special tools required for testing, checking, parts replacement, and maintenance. (Special tools are those which have been specially designed 01340-7 Project #19356 or adapted for use on parts of the equipment, and are not customarily and routinely carried by maintenance mechanics) 10. List of special tools furnished with the equipment 11. List of materials and supplies required for the equipment prior to, and during startup 12. List of materials or supplies furnished with the equipment 13. Special handling instructions 14. Requirements for storage and protection prior to installation 15. Requirements for routine maintenance required prior to equipment startup 16. List of all requested exceptions to the Project Documents 1.08 SUBMITTAL REQUIRED FOR FOREIGN MANUFACTURED ITEMS A. In addition to the submittal requirements stated above, suppliers of foreign manu- factured items shall submit the names and addresses of companies within the United States that maintain technical service representatives and a complete in- ventory of spare parts and accessories for each foreign -made item proposed for incorporation into the Work. Failure to prove these capabilities shall be cause for rejection of the foreign manufactured items. B. Foreign manufactured equipment and materials shall in all cases be clearly and permanently marked with the manufacturer's name and country of origin of the item. The name of the U.S. importing/supplying firm is not acceptable. Shop Drawing submittals of foreign -made items shall be accompanied by written infor- mation to include name and location (i.e. country, City, and street address) of the manufacturer. This requirement shall also apply to the foreign made elements of items assembled in this country from parts wholly or partially manufactured over- seas. 1. The words, "Permanently Marked" as used in this paragraph shall mean; die stamped, cast -in, welded, or otherwise marked such that the removal of the marking by any mechanical or chemical means will result in obvious perma- nent damage to the surface marked. These markings shall be on surfaces which are not hidden by assembly. C. Where specified elsewhere herein or at the sole discretion of the Engineer, whose word shall be final, supply verification of quality, suitability or other aspects, as di- rected by the Engineer, from a Professional Engineer licensed to practice in the State of Florida or the state where the supplying U.S. firm is located. The verifica- tion shall be signed, sealed, and dated. All costs for this verification shall be at the sole expense of the Contractor and no extra compensation will be allowed. Verifi- cation by foreign -based engineers, firms, manufacturers, etc. will not be accepta- ble. Verification by means of a very stringent foreign testing agency/standard (for example ISO 9000 series) may be acceptable. However, this shall again be at the sole discretion of the Engineer and the full burden of proof and satisfaction of OWNER shall rest with the Contractor. No extra time will be permitted due to the requirement for verification and the Contractor has the sole responsibility to make 01340-8 Project #19356 his submittals with all necessary information in a timely fashion. 1.09 SAMPLES A. Furnish for the approval of the Engineer, samples required by the Project Docu- ments or required by the Engineer. Samples shall be delivered to the Engineer as specified or directed. The Contractor shall prepay all shipping charges on sam- ples. Materials or equipment for which samples are required shall not be used in work until approved by the Engineer. B. Samples shall be of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of the product, with integrally related parts and at- tachment devices 2. Full range of color, texture and pattern 3. A minimum of two samples of each Item shall be submitted C. Each sample shall have a label indicating: 1. Name of Project 2. Material or Equipment Represented 3. Name of Producer and Brand (if any) 4. Location in Project D. Prepare a transmittal letter in triplicate for each shipment of samples containing the information specified herein in Paragraph 1.06 A. Enclose a copy of this letter with the shipment and send a copy of this letter to the Engineer. Approval of a sample shall be only for the characteristics or use specified and shall not be con- strued to change or modify any Contract requirements. E. Approved samples of the hardware in good condition will be marked for identifica- tion and may be used in the work. Materials and equipment incorporated in work shall match the approved samples. Samples which failed testing or were not ap- proved shall be returned to the Contractor at his expense, if so requested at time of submission. 1.10 SUBSTITUTIONS A. Changes in products, materials, equipment, and methods of construction required by the Contract Documents, which are proposed by the Contractor after award of the Contract, are considered to be requests for substitutions. Where the Plans and/or Specifications designate the products of a particular manufacturer, the product specified has been found suitable for the intended use. Articles or prod- ucts of similar characteristics may be offered for the approval of the Engineer, whose decision shall be final. Copies of complete descriptive data shall be fur - 01340 -9 Project #19356 nished regarding all materials furnished by the Contractor, consisting of Dimension drawings, catalog references, product data, cost, and other information necessary to clearly identify and evaluate each article. When substitutions are permitted, the Contractor shall make all necessary changes in adjacent, connected, or other structures and equipment at his expense. B. Where engineer -recommended changes, substitutions or appurtenant work require engineering design, the Contractor shall have such design services performed. Those engineering design services shall be of an extent satisfactory to the Engi- neer, whose decision shall be final. Engineering services for engineer - recommended changes, substitutions or appurtenant work, shall be performed by a Registered Professional Engineer licensed to practice in the State of Florida. C Unless specifically authorized by the Engineer in writing, no additional contract time will be allowed, and a decrease in time may be appropriate. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01340-10 Project #19356 DOCUMENT 01370 SCHEDULE OF VALUES PART 1- GENERAL 1.01 DESCRIPTION A. Submit to the Engineer a Schedule of Values allocated to the various portions of the Work, within 10 days after the effective date of the Agreement. B. Upon request of the Engineer, support the values with data which will substantiate their correctness. C. The Schedule of Values shall be used as the basis for the Contractor's Applications for Payment. 1.02 RELATED SECTIONS A. Section 01152 - Applications for Payment B. Other Sections as applicable. 1.03 FORM AND CONTENT OF SCHEDULE OF VALUES A. Present schedule on an 8-1/2 inch x 11 inch white paper; Contractor's standard forms and automated printout will be considered for approval by the Engineer upon Contractor's request. Identify schedule with: 1. Title of Project and location 2. Engineer and Project number 3. Name and Address of Contractor 4. Contract designation 5. Date of submission B. Schedule shall list the installed value of the component parts to include individual equipment, piping, electrical, construction items, paving, of the Work (as required) in sufficient detail to serve as a basis for computing values for progress payments during construction and for additions and deletions to the Work. C. For the various portions of the Work: 1. Each item shall include a directly proportional amount of the Contractor's overhead and profit. D. The sum of all values listed in the schedule shall equal the total Contract Sum. E. Schedules are subject to Engineer's approval wherein additional line item detail may be required. 10/2022 01370-1 Project #19356 PART 2 - PRODUCTS (NOT USED) PART 3 - PRODUCTS (NOT USED) END OF SECTION 10/2022 01370-2 Project #19356 SECTION 01380 CONSTRUCTION PHOTOGRAPHS AND VIDEO PHOTOGRAPHY PART 1 GENERAL 1.01 DESCRIPTION OF WORK A. This section specifies the taking and submission of construction photographs and audio -video photography. The work specified in this Section will not be paid for directly, but will be considered as incidental work. The contractor shall perform this work at no additional cost to the OWNER. B. Prior to the delivery of any equipment, materials or supplies to the site of any work, or to the beginning of any of the construction work, the Contractor shall provide pre -construction photography as specified herein for the purpose of establishing the surface conditions existing in all of the areas to be affected by the construction of the Project. C. Ground photography shall consist of photographs and color video taping of surface features taken along the entire length of the Project and including all work, intersecting roadways and properties that will be impacted by the water service conversions. D. The purpose of the color audio -video taping of the project is to provide the necessary information for restoration of surface features after completion of the Project. The Contractor shall be responsible for repairing any damage or defect not documented as existing prior to construction. 1.02 QUALITY ASSURANCE A. Photographs shall be clean, sharp and clearly show details. Out -of -focus photographs will not be acceptable. B. Photographs and/or prints which are poorly lit or lack definition will not be acceptable. 1.03 SUBMITTALS A. Submit three (3) prints and the digital file of each construction photograph and video as follows: 1. Within fourteen (14) days of receiving Notice to Proceed. 2. Enclose each print in a clear Mylar protector punched to fit a standard three ring binder. Prints shall have notes to detail location, date, and existing condition. The prints shall be used to provide documentation of existing conditions in case of claims or disputes. 3. Number photographs in sequence beginning with the numeral one. 01380 -1 Project #19356 PART 2 PRODUCTS 2.01 SIZE AND QUALITY A. Standard commercial quality prints, color, 31/2 -inches by 5 -inches, single weight glossy paper. B. Digital pictures and videos shall be compatible with OWNER software. 2.02 IDENTIFICATION A. Each print shall be stamped with the following information stamped or typed on the back of the print: CITY OF OPA-LOCKA Contract No. DESIGN -BUILDER: Photograph No. Date: Time: Description: 2.03 QUANTITY A. A minimum of twelve photographs shall be taken prior to construction and twelve more each month until completion of the Work. B. In the instance of a pipeline installation, take a minimum of one photograph each 200 feet or fraction thereof along the entire route of the main initially. During construction a minimum of one photograph every two hundred feet or fraction thereof of that portion of the main constructed during the month until completion. C. The number of photographs required shall be at the sole discretion of the Engineer whose decision shall be final. D. An increase in the number of photographs above the minimums shall not be cause for an increase in cost and no extra compensation will be allowed. 2.04 VIDEO PHOTOGRAPHY A. Color audio -video shall be DVD format or other format acceptable to OWNER. PART 3 EXECUTION 3.01 INITIAL AND CONSTRUCTION PHOTOGRAPHY 01380 - 2 Project #19356 A. Take pre -construction photographs of the entire site or route of the main after receiving the Notice to Proceed and prior to disturbing the site in any manner. Coordinate with the Engineer as to the vantage points and number of photographs required in Paragraph 2.03. B. Photography During Construction: Coordinate with the Engineer as to the actual number and location of views to be photographed and the day and time of photographing. C. Photographic equipment utilized shall be of sufficient quality to produce pictures capable of being enlarged without loss of definition or sharpness. 3.02 VIDEO PHOTOGRAPHY A. Coverage of Taping: Such coverage shall include, but not be limited to, all existing driveways, sidewalks, curbs, streets, signs, landscaping, trees, catch basins, fences, visible utilities and all buildings located within the work zone of the Project. Of particular concern are any existing faults, fractures, defects or other features. Audio description shall be made simultaneously with and support the video coverage. B. Streets: shall be recorded by audio -video tape for the full width of the right-of- way, except where specifically noted otherwise by the Engineer. C. Front, Side and Rear Yard Areas: shall be recorded by audio -video tape of properties impacted by the water service conversions. 3.03 LOCATION INFORMATION A. All DVD's shall be properly identified by number, location and project name in a manner acceptable to the Engineer. B. A record of the contents of each DVD shall be supplied on a run sheet identifying each segment in the tape by location, i.e., street viewing side, traveling direction, engineering stationing, and all referenced by tape counter numbers. C. All video recordings shall begin with the date and time of recording, the project name, the sheet numbers of engineering stationing as shown on the plans, the name of the street, area or building being taped, the direction of travel and the viewing side. Houses and buildings shall be identified visually by house or building address, when possible, in such manner that the progress of the taping and the proposed system may be located by reference to the houses and buildings. 3.04 SITE RECORDING CONDITIONS A. All audio -video taping shall be done during times of good visibility. No outside taping shall be done during periods of visible precipitation or when the ground area is covered with leaves or debris, unless otherwise authorized by the Engineer. 01380 - 3 Project #19356 B. In order to produce the proper detail and perspective, adequate auxiliary lighting will be required to fill in shadow areas caused by trees, utility poles, road signs and other such objects, as well as other conditions requiring artificial illumination. C. The average rate of speed in the general direction of travel of the conveyance used during taping shall not exceed 60 feet per minute. Planning rates and zoom -out rates shall be controlled sufficiently so that playback will produce adequate clarity of the object being viewed. D. When conventional wheeled vehicles are used as conveyances for the taping, the distance from the camera lens to the ground shall be such as to ensure proper perspective. In instances where tape coverage will be required in areas not accessible to conventional wheeled vehicles, such coverage shall be obtained by walking or by special conveyance approved by the Engineer but with the same requirements for tape quality and content as specified herein, except as may be specifically exempted by the Engineer. END OF SECTION 01380 - 4 Project #19356 SECTION 01410 TESTING AND TESTING LABORATORY SERVICES PART 1 - GENERAL 1.01 DISCRIPTION A. Contractor shall employ and pay for the services of an independent testing laboratory to perform materials and installation testing of the type and frequency specified in the Contract Documents including, but not limited to, Geotechnical Testing Services and concrete testing. B. Geotechnical Testing Services shall include, but not be limited to, periodic site inspections, soil proctor tests, soil classification tests and soil densities or compaction tests. C. The engineer may, at any time, elect to have materials and equipment tested for conformity with the Contract Documents. D. Contractor shall include cost of testing in the Contract Price. E. Piping pressure test and bacteriological testing shall be in accordance with the applicable Section. 1.02 RELATED SECTIONS A. Other Sections as applicable. 1.03 REFERENCES A. FDOT Standard Specifications for Road and Bridge Construction. B. Miami -Dade County Public Works Minimum Standards 1.04 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter or enlarge on requirements of Contract Documents 2. Approve or accept any portion of the Work 3. Perform any duties of the Contractor 10/2022 01410-1 Project #19356 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 CONTRACTOR'S RESPONSIBILITIES A. Provide all testing required by the Contract Documents as well as laws, ordinances, rules, regulations, orders, or approvals of public authorities. B. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract. C. Cooperate with laboratory personnel, and provide access to Work and to Manufacturer's operations. D. Secure and deliver to the laboratory adequate quantities of representational samples of materials proposed to be used and which require testing. E. Provide to the laboratory the preliminary design mix proposed to be used for concrete and other materials mixes which require control by the testing laboratory. F. Materials and equipment used in the performance of work under this Contract are subject to inspection and testing at the point of manufacture or fabrication. Standard specifications for quality and workmanship are indicated in the Contract Documents. The Engineer may require the Contractor to provide statements or certificates from the manufacturers and fabricators that the materials and equipment provided by them are manufactured or fabricated in full accordance with the standard specifications for quality and workmanship indicated in the Contractor Documents. All costs of this testing and providing statements and certificates shall be a subsidiary obligation of the Contractor, and no extra charge to the Owner shall be allowed on account of such testing and certification. G. Furnish incidental labor and facilities: 1. To provide access to Work to be tested 2. To obtain and handle samples at the Project site or at the source of the product to be tested 3. To facilitate inspections and tests 4. For storage and curing of test samples H. Notify laboratory sufficiently in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. 1. When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expenses incurred due to Contractor's negligence. I. Employ and pay for the services of the same or a separate, equally qualified independent testing laboratory to perform additional inspections, sampling, and testing required for the Contractor's convenience. 10/2022 01410-2 Project #19356 J. If the Owner requests tests in addition to those specified in the contract, and if the test results indicate the material or equipment complies with the Contract Documents, the Owner shall pay for the cost of the testing laboratory. If the tests and any subsequent retests indicate the materials and equipment fail to meet the requirements of the Contract Documents, the Contractor may pay for the laboratory costs directly to the testing firm or the total of such costs shall be deducted from any payments due the Contractor. K. The Contractor shall pay costs for additional trips to the project by the agency when scheduled times for tests and inspections are canceled and agency is not notified sufficiently in advance of cancellation to avoid the trip. 3.02 TESTING A. The Contractor shall obtain the services of a professional testing laboratory approved by the Engineer to perform the following type of tests and test frequencies. Copies of all reports are to be sent to the Engineer as soon as possible. B. Density tests for trench backfill at a minimum rate of three (3) tests per lift in 1,000 feet of trench, but not less than two (2) tests per lift if less than 500 feet of trench, at Engineer's discretion based on field observation. C. Density tests for subgrade compaction at a minimum rate of three (3) tests in 1,000 feet of roadway, but not less than two (2) tests, at Engineer's discretion based on field observation. D. Density tests for limerock base at a minimum rate of three (3) tests per day on each course of completed compacted base, but not less than two (2), at Engineer's discretion based on field observation. E. Density tests for roadway crossings at the rate of one test per lane per lift of compacted material, beginning one foot above the normal water table. F. If in the opinion of the Engineer, suitable compaction has not been achieved around structures, density tests may be required. G. Concrete compressive strength at the rate of three (3) cylinders per the lesser of 50 cubic yards or per day. H. Should the above test results indicate deficiencies, the Engineer may order additional tests at the Contractor's expense, and all reworked areas shall be retested at the Contractor's expense. I. Testing in the County right-of-way shall meet the requirements of the Florida Department of Transportation. END OF SECTION 10/2022 01410-3 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 10/2022 01410-4 Project #19356 SECTION 01581 PROJECT SIGNS PART 1 GENERAL 1.01 SCOPE OF WORK A. Project Signs. 1. OWNER Responsibility: To supply, erect and remove signs. 2. Contractor Responsibility: To maintain signs and restore site. PART 2 PRODUCTS 2.01 PROJECT SIGNS A. Signs will be supplied, installed, and at the end of construction, removed by OWNER forces. During the construction period, the Contractor shall maintain the signs in good condition, satisfactory to the Engineer. Should the signs be defaced, damaged or destroyed, the Contractor shall be responsible for their repair or replacement to the satisfaction of the Engineer and no extra compensation will be allowed. PART 3 EXECUTION 3.01 MAINTENANCE A. Maintain signs and supports and repair all damages to the satisfaction of the Engineer. B. Restore site to original condition upon completion of Project. END OF SECTION 01581-1 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 01581-1 Project #19356 SECTION 01600 MATERIAL AND EQUIPMENT SHIPMENT, HANDLING, STORAGE, AND PROTECTION PART 1 GENERAL 1.01 SCOPE OF WORK A. This shall include both OWNER and Contractor supplied material and equipment. B. The Contractor is to inform all subcontractors, suppliers, and manufacturers of the requirements herein specified and shall include expenses for the following services in his costs for compliance with the requirements hereinafter specified. 1.02 PREPARATION FOR SHIPMENT A. When practical, equipment shall be factory -assembled. The equipment parts and assemblies that are shipped unassembled shall be furnished with assembly plan and instructions. The separate parts and assemblies shall be factory match - marked or tagged in a manner to facilitate assembly. All assemblies are to be made by the Contractor at no additional cost to OWNER. B. Machined and unpainted parts subject to damage by the elements shall be protected with an application of a strippable protective coating, or other approved protective method. C. Equipment shall be packaged or crated in a manner that will provide protection from damage during shipping, handling, and storage. D. The outside of the package or crate shall be adequately marked or tagged to indicate its contents by name and equipment number, if applicable; approximate weight; state any special precautions for handling; and indicate the recommended requirements for storage prior to installation. 1.03 PACKING AND DELIVERY OF SPARE PARTS AND SPECIAL TOOLS A. Properly mark to identify the associated equipment by name, equipment, and part number. Parts shall be packaged in a manner for protection against damage from the elements during shipping, handling, and storage. Ship in boxes that are marked to indicate the contents. Delivery of spare parts and special tools shall be made prior to the time associated equipment is scheduled for the initial test run. 1.04 SHIPMENT A. All equipment and material shall be shipped with freight and shipping paid FOB 01600-1 Project #19356 jobsite. B. The Contractor shall request a 7 -day advance Notice of Shipment from manufacturers, and, upon receipt of such notice, provide the Engineer with a copy of the current delivery information concerning equipment items and material items of critical importance to the project schedule. C. Schedule delivery to reduce long term on -site storage prior to installation and/or operation. Under no circumstances shall equipment be delivered to the site more than one month prior to installation without written authorization from the Engineer. D. Coordinate delivery with installation to ensure minimum holding time for items that are hazardous, flammable, easily damaged or sensitive to deterioration. 1.05 RECEIVING A. The Contractor shall unload and record the receipt of all equipment and materials at the jobsite. B. All costs for receiving, inspection, handling, storage, insurance, inventory control, and equipment maintenance for both for both the Contractor -supplied and OWNER -supplied materials and equipment shall be included in the prices bid and no extra compensation will be allowed. 1.06 INSPECTION A. Immediately upon receipt of equipment and materials at the jobsite, the Contractor shall inspect for completeness and any evidence of damage during shipment. OWNER's supplied equipment and material shall be inspected and inventoried together with OWNER's inspector. Should there appear to be any shortage or damage, the Engineer shall be immediately notified; and the Contractor shall be fully responsible for informing the manufacturers and the transportation company of the extent of the shortage or damage. If the item or items require replacing or supplying missing parts, the Contractor shall take the necessary measures to expedite the replacement or supply of the missing parts. 1.07 HANDLING A. Equipment and materials received for installation on this Project shall be handled in accordance with the manufacturer's recommendations, and in a manner that will prevent damage. B. Pipe and fittings shall at all times be handled with great care to avoid damage. In loading and unloading, they shall be lifted with cranes or hoists or slid or rolled on skidways in such a manner as to avoid shock. Under no circumstances shall this material be dropped or allowed to roll or slide against obstructions. No cables, lifting arms, hooks or other devices shall be inserted into the pipe or fitting. All 01600-2 Project #19356 lifting, pulling or pushing mechanisms shall be applied to the exterior of the pipe or fitting. Pipe and other material shall be distributed along the right-of-way in advance of installation only to the extent approved by the Engineer. Pipe shall be stored on blocking or timber. It shall not be stored on rocks, boulders, or other supports which in the opinion of the Engineer are unsuitable. Such materials shall be so placed as to keep obstruction to traffic to a minimum. 1.08 STORAGE AND PROTECTION A. Equipment and materials shall be stored prior to installation as recommended by the manufacturer. Generally, materials such as pipe shall be stored off the ground in approved storage yards or along the line of the proposed pipeline as approved by the Engineer. Items subject to the damage by the elements, vandalism, or theft shall be stored in secure buildings. Items requiring environmental control for protection shall be provided with the necessary environmentally controlled storage facilities at no cost to OWNER. B. Store and protect products in accordance with the manufacturer's instructions, with seals and labels intact and legible. Storage instructions shall be studied by the Contractor and he shall review them with the engineer. Instructions shall be carefully followed and a written record of this kept by the Contractor. Arrange storage to permit access for inspection. C. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. D. Cement and lime shall be stored under a roof and off the ground and shall be kept completely dry at all times. All structural, miscellaneous and reinforcing steel shall be stored off the ground or otherwise to prevent accumulations of dirt or grease, and in a position to prevent accumulations of standing water and to minimize rusting. Beams shall be stored, the webs vertical. Precast concrete shall be handled and stored in a manner to prevent accumulations of dirt, standing water, staining, chipping or cracking. brick, block and similar masonry products shall be handled and stored in a manner to reduce breakage, cracking and spalling to a minimum. E. All mechanical, electrical and other equipment, instruments and other items subject to damage if stored outdoors (even though covered by canvas) shall be stored in a weather tight building to prevent injury. The building, even if temporary, must be satisfactory to the Engineer. Building shall be provided with adequate ventilation to prevent condensation. Maintain temperature and humidity within range required by manufacturer. 1. All equipment shall be stored fully lubricated with oil, grease and other lubricants unless otherwise instructed by the manufacturer. 2. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and to avoid metal -to -metal "welding". Upon installation of the equipment, the Contractor shall start the equipment at least half load, once 01600-3 Project #19356 weekly for an adequate period of time to ensure that the equipment does not deteriorate from lack of use. 3. Lubricants shall be changed upon completion of installation and as frequently as required thereafter during the period between installation and acceptance. New lubricants shall be put into the equipment at the time of final acceptance. 4. Prior to final acceptance of the equipment, the Contractor shall have the manufacturer inspect the equipment and certify that its condition has not been detrimentally affected by the long storage period. Such certifications by the manufacturer shall be deemed to mean that the equipment is judged by the manufacturer to be in a condition equal to that of equipment that has been shipped, installed, tested and accepted in a minimum time period. As such, the manufacturer will guaranty the equipment equally in both instances. If such a certification is not given, the equipment shall be judged to be defective. It shall be removed and replaced at the Contractor's expense. F. All bolts, nuts, gaskets and other joint materials for use in pipelines shall be stored under cover. G. Gaskets shall be stored in their original packing bags or containers, and care shall be exercised to keep them away from heat, light, oil gasoline or other petroleum products. Gaskets shall be kept clean at all times and not handled with greasy or dirty hands. H. Plastic pipe and other elastomeric products shall be stored under cover to preclude damage by ultraviolet radiation even if the product has UV inhibitors in its compound. I. Valves and other equipment having heating elements to eliminate moisture accumulation shall be supplied with electrical power of the required characteristics. 1.09 INSURANCE A. The Contractor's insurance shall adequately cover the value of materials delivered but not yet incorporated into the work. The Contractor and OWNER shall be named as co-insured insofar as their respective interests may appear. Proof of this coverage must be submitted to the Engineer at the time request for progress or partial payments. 1.10 INVENTORY CONTROL A. Equipment and materials shall be stored in a manner to provide easy access for inspection and inventory control. The Contractor shall keep a running account of all materials in storage to facilitate inspection and to estimate progress payments for materials delivered but not installed in the work. 01600-4 Project #19356 1.11 EQUIPMENT MAINTENANCE PRIOR TO OWNER'S ACCEPTANCE A. Provide the required or manufacturer's recommended maintenance during storage, during the installation, and until such time as OWNER accepts the equipment for full-time operation. 1.12 SALVABLE EQUIPMENT A. Any salvable pipe, fitting, or other miscellaneous material or equipment removed during construction and not reused in the work shall be cleaned, hauled, and stored by the Contractor at his own expense, where directed by the Engineer, and shall remain the property of OWNER. All other material shall be disposed of by the Contractor at his own expense. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01600-5 Project #19356 01600-6 Project #19356 SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.01 SCOPE OF WORK A. Work Included: This section outlines the procedure to be followed in closing all contracts. 1.02 RELATED SECTION A. Section 01340 - Shop Drawings, Product Data, and Samples. B. Section 01720 - Project Record Documents. C. OPA-LOCKA General Covenants and Conditions 1.03 FINAL INSPECTIONS A. OWNER will not issue preliminary punchlists. After final cleaning and upon written notice from the Contractor that he has inspected the work and it is a 100% completed, the Engineer will make a preliminary inspection with OWNER and the Contractor present. Upon completion of this preliminary inspection, the Engineer will submit to the Contractor a written final punchlist of any particulars which this inspection reveals as defective or incomplete work. B. Upon receiving written notice from the Engineer, the Contractor shall immediately undertake the work required to remedy the defects and complete the work to the satisfaction of OWNER. C. The items identified to be completed shall constitute the Punch List. The Construction Manager and the Contractor shall have seven calendar days from the date of substantial completion to create the Punch List. When the Contractor successfully completes all identified items to the satisfaction of the Engineer in accordance with the Contract Documents, the Contractor may submit a payment request for all remaining retainage withheld for the Project. Each item in the punchlist shall have a time duration agreed upon by both parties. Punchlist items may be eliminated individually from the list when approved by the Engineer. D. Should the Contractor not successfully complete any items contained in the Punch List or if a good -faith dispute exists as to whether one or more items identified on the list have been completed pursuant to the Contract, the Construction Manager may elect to continue to withhold an amount not to exceed 150 percent of the estimated total costs to complete such items and release the remaining retainage. E. When the Contractor has corrected or completed the items as listed in the Engineer's written notice, inform the Engineer, in writing, that the required work 01700-1 Project #19356 has been completed. Upon receipt of this notice, the Engineer, in the presence of the Contractor, shall make the final inspection of the Project. F. Should the Engineer find all work satisfactory at the time of the inspection, the Contractor will be allowed to make application for final payment in accordance with the provisions of the General Covenants and Conditions. 1. If the Contractor fails to complete any item of work within a time period equal to 100% of the agreed upon duration of time for all individual items, the Engineer will notify the Contractor in writing specifying the conditions pertaining thereto and directing the Contractor to comply with his directive. If the Contractor has not corrected such condition within 5 days of such notice, it shall be sufficient grounds for the Engineer to order the subject items discontinued and have them completely remedied in a timely manner at the expense of the Contractor. 2. No final estimate shall be issued by the Engineer until the Engineer has assured himself that the punch list has been 100% completely finished and all other related documents are submitted. 1.04 FINAL SUBMITTALS A. No Contract will be finalized until all of the following have been submitted and approved in conformance with Section 01340 - Shop Drawings, Product Data, and Samples, and Section 01720 - Project Record Documents. 1. Final Shop Drawings. 2. Record Drawings. 3. Interface Information. 4. Operation and Maintenance Manuals. 5. Maintenance Summaries. 6. Manufacturers' Certificates of Proper Installation. 7. Material Tests and Certifications. 8. All Test Reports. 1.05 GUARANTEES, BONDS, AND AFFIDAVITS A. No Contract will be finalized until all guarantees, bonds, certificates, licenses, roofing warranty, C.O. and affidavits required for work or equipment as specified are satisfactorily filed with the Engineer. B. The Contractor shall comply with the Public Records Laws of the State of Florida. 1.06 ACCESSORY ITEMS A. All contractors furnishing and/or installing equipment and spare parts on this Project shall provide to OWNER, upon acceptance of the equipment, all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to, adequate oil and grease as required for the first lubrication of the equipment, light bulbs, fuses, wrenches, valve keys, handwheels, chain operators for valve handles more than 6 feet above floor, and other expendable items as required for initial startup and operation of all 01700-2 Project #19356 equipment. 1.07 SUBSTANTIAL COMPLETION A. "Substantial Completion" shall occur when the work is in a state of final completion as regards all aspects of occupancy, ingress, egress, habitability, functionality and efficiency thereof, safety, durability and interaction with other existing or contemplated systems, and is otherwise substantially fit for use or operation. Any work remaining after substantial completion shall be of a minor nature such that should the OWNER elect to occupy and put into full service the facility constructed under the Project, or any portion thereof, said work may be accomplished without interference to an extent causing loss of efficiency to any of the above required aspects. The date of substantial completion is the date certified by the Architect/Engineer and approved by OWNER (if different from the NE) when construction is sufficiently complete to satisfactorily fulfill all of the above requirements. If any portion of the Contract Documents specifies a particular measure of substantial completion for the work, in whole or in part, that definition shall take precedence of this section. 1.08 FINAL COMPLETION A. "Final Completion" shall occur when the work is in a state such that no further work is required in accordance with the Contract Documents to render complete, satisfactory and acceptable to OWNER all construction services purchased, including those for any pending items whether or not they were listed after substantial completion, and provide all manuals, certifications, warrantees, as -built Plans, release of liens, certified payrolls, and any other documentation required by OWNER or other governing authority. If any portion of the Contract Documents specifies a particular measure of final completion for the work, in whole or in part, that definition shall take precedence of this section. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01700-3 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 01700-4 Project #19356 SECTION 01710 CLEANING PART 1 GENERAL 1.01 SCOPE OF WORK A. This Section specifies the maintenance of the work site in a clean, orderly, hazard - free condition. Execute cleaning during progress of the Work, and at completion of the Work, as required by General Conditions. 1.02 QUALITY ASSURANCE A. Conduct cleaning and disposal operations in accordance with local ordinances and anti -pollution laws. Rubbish, volatile wastes, and other construction wastes shall be neither burned nor buried on the work site, and shall not be disposed of into storm drains, sanitary drains, streams or other waterways. B. Final cleaning shall be accomplished either by workmen experienced in cleaning operations or by professional cleaners. 1.03 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with local codes, ordinances, regulations, and anti -pollution laws. Do not burn or bury rubbish or waste materials on Project site. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains, Volatile wastes shall be disposed in accordance with proper laws and be approved by the OWNER. Do not dispose of wastes into streams or waterways. PART 2 PRODUCTS 2.01 ON -SITE WASTE CONTAINERS A. Provide on -site waste containers for collection of waste materials, debris and rubbish. See Section 01100 - Special Project Procedures, Subsection 1.05 regarding Safety Requirements for environmentally hazardous materials. 2.02 CLEANING MATERIALS A. Cleaning materials shall be as recommended by the manufacturer of the surface to be cleaned. PART 3 EXECUTION 3.01 SAFETY REQUIREMENTS A. Maintain work site in accordance with local ordinances and anti -pollution laws 01710-1 Project #19356 applicable to work site cleanliness and in a neat, orderly and hazard -free condition until final acceptance of the work. Catwalks, accessible underground structures, work site sidewalks and walkways adjacent to the work site shall be kept free from hazards caused by construction activities. B. Store volatile wastes including rags in covered metal containers, and remove from work site daily. C. Prevent accumulations of wastes which create hazardous conditions. D. Artificially ventilate spaces which are not naturally ventilated when volatile or noxious substances are present in those spaces. 3.02 CLEANING DURING CONSTRUCTION A. Perform cleaning every workday for duration of the Work. Structures, grounds, and areas of the work site, access roads and adjacent public and private properties shall be maintained free from accumulations of waste materials and rubbish caused by construction operations on the work site. Place waste materials and rubbish in on site containers or as otherwise approved. Unneeded construction equipment shall be removed and all damaged repaired so that the public and property owners will be inconvenienced as little as possible. B. Remove or secure loose material on open decks and on other exposed surfaces at end of each day's work or more often to maintain work site in hazard -free condition. C. Prevent dislodgement of materials due to wind and other forces. Wet down dry materials and rubbish to lay dust and prevent blowing dust. Cover or wet excavated material leaving and arriving at the site to prevent blowing dust. Clean the public access roads to the site of any material falling from the haul trucks. D. Empty on -site waste containers whenever necessary so that trash overflow does not occur. Legally dispose of contents at either public or private dumping areas. E. Control the handling of materials, debris and rubbish; do not drop or throw from heights. F. Immediately remove spillages of construction -related materials from hauling routes or the site. G. Where material or debris has washed or flowed into or been placed in existing watercourses, ditches, gutters, drains, pipes, structures, or elsewhere during the course of the Contractor's operations, such material or debris shall be entirely removed and satisfactorily disposed of during the progress of the work, and the ditches, channels, drains, pipes, structures, and work, etc., shall, upon completion of the work, be left in a clean and neat condition. 3.03 FINAL CLEANING 01710-2 Project #19356 A. In addition to the cleaning performed above, in preparation for final inspection, remove grease, dust, dirt, rust stain from surfaces. Remove labels, fingerprints and other foreign materials from exposed exterior finished surfaces. Flush down all manhole covers and frames, valve boxes, and areas leaving such surfaces clean of all sand, laitances, etc. B. In preparation for final acceptance or occupancy, conduct final inspection and cleaning of exposed exterior surfaces, and of concealed spaces. C. Maintain cleaning operations until project has been finally accepted. END OF SECTION 01710-3 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 01710-4 Project #19356 SECTION 01720 PROJECT RECORD DOCUMENTS PART1 GENERAL 1.01 DESCRIPTION A. Scope of Work: The work specified in this Section will not be paid for directly, but will be considered as incidental work. The contractor shall perform this work at no additional cost to the OWNER. For contracts where the work is performed at an on -site location maintain one record copy of: 1. Record Drawings. Record Drawings as used herein shall mean a drawing that accurately records constructed improvements and any field changes. 2. Record Specifications. 3. Addenda. 4. Change Orders and other modification of the contract. 5. Engineer's written orders or instructions. 6. Approved Shop Drawings, Product Data and Samples. 7. Field Test records. 8. Construction photographs. 9. As built dimensions and elevations as recorded by the Contractor's Florida Licensed Professional Surveyor and Mapper (PSM) on a daily basis. 10. Field Book. Survey Field notes taken by the Florida Licensed Professional Surveyor and Mapper's survey crew (copy provided to the Engineer on a monthly basis). B. The records listed above are to be made available to the Engineer at all times for all projects. C. Related Requirements Described Elsewhere: 1. Section 01340: Shop Drawings, Product Data and Samples. 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Maintain documents in a clean dry, legible, condition and in good order. Do not use record documents for construction purposes. 1.03 REQUIRED MEASUREMENTS A. Set-up and Verification: The Contractor's Florida Licensed Professional Surveyor and Mapper is required to recover the design baseline and verify the elevations and coordinates on a regular basis as needed. B. The Contractor is required to have a level instrument setup next to the construction site in order to control the vertical alignment of the pipe installation 01720 -1 Project #19356 prior to trench backfilling. The level shall be setup daily for use by the surveyor, Contractor's foreman and OWNER Engineer/Inspector. Any underground construction work that does not have a level properly setup will be stopped by the OWNER Engineer/Inspector. C. The Contractor is required to have a survey crew record the field information on a daily basis when there is underground pipe installation. The survey crew shall be on -site as needed to record and verify the information before it is covered. Any underground construction work that does not have the information recorded by a survey crew will be stopped by the OWNER Engineer/Inspector. The Engineer/Inspector has the authority to order re -excavation of work that was covered without accurate survey measurements. D. Field Book Information: The Florida Licensed Professional Surveyor and Mapper is required to have his crews make daily visits to the project site during underground pipe installation work to perform field measurements of the Contractor's daily installations. This information shall be recorded in field books. Copies of the field notes are required to be provided to the Construction Manager on a monthly basis. The surveyor's field notes of the surveyor shall be submitted to the OWNER along with partial as-builts plans (signed and sealed) on a monthly basis as a condition of payment. 1.04 PROJECT RECORDS A. During the life of the Contract the Contractor shall retain the services of a Florida Licensed Professional Surveyor and Mapper (PSM) who shall maintain daily records of the installation, including all deviations from Plans and Specifications and for the purposes of preparing and submitting to the OWNER an as- built/record survey in compliance with: 1) Florida Statutes Chapter 472.027. 2) Florida Administrative Code Chapter 5J-17.050, 5J-17.051 and 5J- 17.052 3) As further required by these Contract Documents. B. The Measure and Recording of all information required in Subsection A above for all projects concurrently with construction progress. The services of the Florida Licensed Professional Surveyor and Mapper for the project shall be retained by the Contractor prior to the issuance of the Notice to Proceed. A letter from the Florida Licensed Professional Surveyor and Mapper shall be provided at the preconstruction meeting indicating that the Contractor has secured his services to perform all survey work for the duration of the project and prepare final as-builts plans. C. Submit redlines, partially completed as -built plan sheets and fully complete as - built Plan sheets and certified copies of field book information to include raw data of the measurements all as required by and satisfactory to, the Engineer as 01720 -2 Project #19356 prerequisite for the acceptance of monthly payment applications. D. Label each document "PROJECT RECORD" in neat large printed letters. 1. Record all information for pipeline projects and on -site projects concurrently with construction progress. 2. Do not conceal any work until as -built information is recorded by the Contractor's surveyor. 3. All locations for future connections or tie-ins shall be left unburied and uncovered until the Contractor's PSM measures and records the as -built information. a. All as -built and inspector information is to be made available to the Engineer on a daily basis for inclusion in the OWNER records. 4. Restrained pipe, end line valves, thrust blocks shall be left uncovered for the last complete length. Inline valves and tees shall be left exposed for 1 length on both sides plus the face end. Measure and record the elevation, horizontal and vertical alignment, and the inclination for these items. 5. For all projects, the Contractor's PSM shall maintain exact and extensive records of any deviations from Drawings and Specifications. These records shall be satisfactory to the Engineer, whose decision shall be final, and sufficient to allow the production of accurate as built Plans which correctly and completely portray the work as constructed. 6. For all projects, the Contractor's PSM shall record data as follows during the entirety of construction. a. For facility (e.g. a water or sewage plant, pumping station, or similar site, if so designated by OWNER) projects, record as - built dimensions and elevations every twenty-five feet (25') or portion thereof along pipeline and at every abrupt change in direction of the new line. b. For pipeline projects, constructed in the public right-of-way, record dimensions and elevations every one hundred feet or portion thereof along the pipeline and at every horizontal and vertical change in direction. c. In all cases, record locations and elevations for each valve, fitting, service line, fire hydrant, water sampling point, utility poles adjacent to the proposed line, overhead wires crossing the ditch line (approximate height above grade) and other appurtenances along the pipeline. d. The identity, dimensions, location, and elevation of any existing utility crossing the proposed line and so immediately adjacent to the new line as to be exposed by the excavation, shall also be 01720 -3 Project #19356 recorded. Locate, excavate, expose, and record the same data for any utility shown in the plans whose proximity to the proposed pipeline could affect the certification requirements of the new installation. Note that in instances of a very wide ditch due to ground conditions, the recording of data for adjacent, paralleling utilities shall only be required for lines which come within three feet of the outside of the pipe being installed, unless otherwise ordered by the Engineer who's decision shall be final. e. Without exception, for all thrust blocks, the top elevation, outer dimension, thickness of the block, length and location of any sheet piling, if used, shall be recorded by the Contractor's PSM. f. Specific locations and elevation of equipment, the buildings and miscellaneous items installed inside them shall be recorded as applicable and as required by the Engineer. g. Without exception, where the substitution of another piece of equipment for that shown on the Plans has been allowed, the footprint, clearance, and elevation dimensions shall be recorded by the Contractor's PSM and these changes shall be accurately and thoroughly portrayed on the as -built plans. h. Contractor's Licensed Surveyor shall prepare from the field data, as -built record drawings showing correctly, completely, and accurately the installation, embracing all changes and deviations made during construction, including all construction variances, to reflect the work as it was constructed. i. Record Drawings shall be prepared as specified hereinafter. j. Record Drawings and five (5) copies shall be signed and sealed by the Surveyor and shall be submitted to the OWNER for the Engineer's review within ten (10) calendar days following the completion date of successful pressure testing of all mains and appurtenances under this Contract. k. If the Engineer determines that the Drawings are not acceptable, they will be returned to the Contractor with a cover letter noting the deficiencies and/or reasons for the disapproval. Contractor shall have ten (10) calendar days to correct all exceptions taken by the Engineer and resubmit as -built record drawings to the Engineer for final acceptance. 1.05 MECHANICAL, STRUCTURAL AND ELECTRICAL AS -BUILT RECORDS A. The mechanical, structural and electrical information on as-builts for Pump Stations and Plant work shall be reviewed and signed and sealed by a Florida Registered Professional Engineer when designated as the responsible party for the corresponding portion of the as-builts. B. The Engineer shall verify that all mechanical, structural and electrical information on the as -built the work was constructed as designed on the Design Plans. Any deviation shall be noted and approved by the OWNER. C. Capital Improvement Projects contracted by the OWNER shall be certified by 01720 -4 Project #19356 the Construction Manager or Engineer of Record that the work was constructed as designed on the Design Plans with any deviation shall be noted and approved by the OWNER. 1.06 PROPERTY BOUNDARIES A. The Florida Licensed Professional Surveyor and Mapper shall establish and maintain throughout the construction the property boundaries of pump stations and easements. The surveyor shall verify that the work of the project does not encroach into adjacent (abutting) property. Property corners lost during construction shall be reset at the first opportunity to ensure that the work is done within the designated limits. B. The as-builts for pump stations or other Water and Sewer above ground facilities in an easement or designated property shall show all property corners, setbacks and dimensions of the structure and appurtenances. All information required of a boundary survey shall be contained on the as -built plans. A boundary survey signed and sealed by a PSM shall be a part of the as- built plans. 1.07 DRAWINGS A. During the life of the Contract, maintain records of all deviations from the Plans and Specifications and prepare therefrom As -Built Record Drawings showing correctly and accurately all changes and deviations made during construction to reflect the work as it was actually constructed. It is the responsibility of the Contractor to check the As -Built Record Drawings for errors and omissions prior to submittal to the OWNER and certify in writing that the As -Built Record Drawings are correct and accurate, including the actual location of all piping, exposed and internal piping, and electrical/signal conduits in or below the concrete floor. Indicate the size, depth and voltage in each conduit. B. Legibly Mark To Record Actual Construction: All data as previously specified for all installations by the Contractor's PSM. For on -site structures and facilities work the Contractor's Florida Registered Land Surveyor shall record: 1. Depths of various elements of foundation in relation to finish first floor and datum plane. 2. All exposed and underground piping and ductwork with elevations and dimensions and locations of valves, pull boxes, etc. Changes in location. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent reference points, plant survey grids, property lines and similar. 3. Location of internal utilities and appurtenances concealed in the construction shall be referenced to visible and accessible features of the structure. Air conditioning ducts with locations of dampers, access doors, fans and other items needing periodic maintenance. 4. Field changes in dimensions and details. 5. Changes made by Engineer's written instructions or by Change Order. 01720 -5 Project #19356 6. Details not on original Contract Drawings. 7. Equipment and piping relocations. 8. Major architectural and structural changes in structures, including tanks. 9. Architectural schedule changes according to Contractor's record and shop drawings. 10. Record Drawings shall be prepared as specified hereinafter. C. Specifications and Addenda: Legibly mark each section to record: 1. Manufacturer, trade name, catalog number and Supplier of each product and item of equipment actually installed. 2. Changes made by Engineer's written instructions or by Change Order. D. Approved Shop Drawings: Provide record copies for system diagrams and drawings together with each element of process equipment, piping, electrical system and instrumentation system. 1.08 SUBMITTALS A. Accompany submittal with transmittal letter in duplicate, containing: 1 Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each Record Document 5. Signature of Contractor or his authorized representative. B. Record Drawings with five copies which have been signed and sealed by the surveyor shall be submitted to the OWNER for the engineer's review. Drawings shall conform to recognized drafting standards. As -built drawing shall be submitted on 24 -inch by 36 -inch bond paper. These materials shall be submitted to the OWNER for the Engineer's review as a prerequisite for payment during the course of construction as previously specified and final, complete sets of documents within ten calendar days following the completion date of successful testing of all mains, equipment and appurtenances under this Contract. Final payment will not be made until the five sets of as -built record drawings (with AutoCAD file) and five sets of prints have been approved and accepted by the Engineer. 1. In cases where a portion of a pipeline system or parts of a process system are put into service, the above conditions shall apply for the in- service portion and monthly payments shall be withheld until the as -built drawings are accepted by the Engineer. 2. As -Built Record Drawings, as prepared by the Contractor's Florida Licensed Professional Surveyor and Mapper and submitted by the Contractor, shall comply with following criteria and standards: a. Title block must show the Contract or Project Title (as applicable); Contract number; RFP numbers; Contractor's name; Engineer of Record's name; 01720 -6 Project #19356 Surveyor's name and address; date; location; and where appropriate to the work, size and type (i.e. water main, sanitary gravity main, sanitary force main) of main. b. Baselines or centerlines must be tied to section corners, monument line and right-of-way lines. c. Pipeline must be tied to baseline or centerline with stations and offsets. d. Baselines or centerlines must show bearings or deflection angles, or delta, radius, chord and arc length for curves. e. Show all horizontal curve data, including point of curvature (PC) and point of tangency (PT) stations or radial bearing. f. Stationing must be the same as shown on construction drawings and must be tied to Section corners, centerline intersections and all other pertinent control points within the Project. All such pertinent points shall have their stationing shown and where there is dual stationing for a point, both stations shall be called out. g. Indentify all streets by name or number and show stationing at all intersecting streets. h. Refer to vertical datum plane and identify the location, elevation and source supplying the bench mark used. Tie easement lines to survey baseline or platted centerline and right-of-ways. j. Show horizontal and vertical locations of all fittings, deflections, or at any significant change of direction, and at a maximum of 100 -foot intervals along the pipeline for off -site (e.g. in the public right-of-way) and at maximum 25- foot intervals for on -site (e.g. on a facility such as a pump station or plant work. k. On all pipe fittings of 36 -inch diameter or over, (i.e. tees bends, crosses, wyes, increasers/decreasers, bevels) elevations must be taken at the end and center points to reflect the true elevation and altitude of the fitting. I. Elevations of natural ground or pavement over the pipeline must be shown at each position where the pipe elevation is shown and at intervals of high and low points. m. Manhole rim and valve box rim elevations must be shown. n. Show all invert and bottom elevations in manholes and valve vaults or boxes. Show all invert and bottom elevations together with pipe size, and where it can be determined, pipe material, for existing structures having pipes which cross the pipe line being constructed. o. Locations and elevations together with diameter, thickness and material of all casings. p. Location, top and bottom elevations of all sheeting left in place. q. Coordinate values used inside plants shall be the local, OWNER established coordinate systems referenced to the property boundary. r. State plane coordinate values for all new valves and manholes; on existing valves and manholes at points of connection or closest to the point of connection and the point of connection 01720 -7 Project #19356 itself. 3. Certification: The Contractor shall certify on as -built record drawings all other actual constructed details and information as may be required by the OWNER including but not limited to: a. Pipeline must be identified by type of pipe material, manufacturer, type of joint and type of joint restraint. b. Valves shall be identified by size, type, end condition; and n valves 16 -inch or larger, the manufacturer's name and number of turns required to open or close the valve. c. Show calculated pipeline percent of grade between manholes of gravity systems. d. Types and sizes of sheeting and piling together with measured and complete; location, dimensional, , and elevation data on any pile caps, tie backs, anchors, whalers or other appurtenant structures left in place. C. Digital Records: The OWNER requires the submittal of as -built drawings in AutoCAD for Windows format and in PDF format. Graphical information contained on magnetic media shall be the same as provided on plan sheets. Digital Records shall be delivered to the OWNER Project Manager containing a list of all files and data being provided. The AutoCAD file shall be compatible with the OWNER system and capable of being uploaded without external reference files_ PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01720 -8 Project #19356 SECTION 01 78 40 (01725) PROJECT AS-BUILT/RECORD DRAWINGS PART 1 GENERAL 1.01 SCOPE A. This Section shall serve to set requirements for As-Built/Record Drawings submitted to the OWNER. The work specified in this Section will not be paid for directly, but will be considered as incidental work. The contractor shall perform this work at no additional cost to the OWNER. B. As-Built/Record Drawings shall be submitted prior to placing any mains in service. The approved Final As-Built/Record Drawings are required for Substantial Completion and Conveyance of new water or sewer infrastructure. The infrastructure shall have As- Built/Record Drawings in the format and information specified herein, as recorded by a Professional Surveyor and Mapper (PSM) and prepared in accordance with these guidelines as part of the construction and inspection process. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. The work shall proceed in accordance with the following specification sections, bound herein: 1. Section 01 31 19.13 (01150) — "Preconstruction Conference" 2. Section 01 42 16 (01005) — "Defined Terms" 3. Section 01 71 23 (01031) — "Grades, Lines and Levels" 4. Section 01 77 00 (01700) — "Contract Closeout" 1.03 GENERAL A. The Contractor shall retain the services of a Florida Registered Professional Surveyor and Mapper as a prerequisite to receiving a Notice To Proceed (NTP). 1. Prior to receiving the NTP the Contractor shall provide a letter from the PSM indicating that the Contractor has secured his services to perform all survey work for the duration of the Project, and to prepare final As-built/Record Drawings. 2. Prior to receiving the NTP the Contractor shall provide a copy of the insurance policy declaration page of the surveying company, and the professional Liability insurance coverage. 3. The Surveyor shall attend the Preconstruction Conference. It is the Contractor's responsibility to have the services of the PSM by the Preconstruction Conference and the PSM in attendance. 4. All projects require the Survey Company or PSM to carry professional liability insurance coverage. A copy of the insurance policy including the declaration page shall be provided with the Final As-Built/Record Drawings. OPA-LOCKA 10/2022 01 78 40 - 1 Project #19356 B. The Florida Registered PSM shall maintain records of the installation, including all deviations from Plans and Specifications, and for the purposes of preparing and submitting to the OWNER an As-Built/Record Drawing in compliance with: 1. Florida Statutes Chapter 472.027. 2. Florida Administrative Code Chapter 5J-17. 3. As further required by the Contract Documents. 1.04 AS -BUILT SUBMITTAL PACKAGE A. The Final As-Built/Record Drawing shall be submitted by the Contractor prior to performing the pressure test of the main to be placed into service. The OWNER is required to have as -built record documentation of all mains in operation. B. Donation Projects As -Built Package -Submittal Prior To Pressure Testing and Certification 1. A set of signed and sealed As-Built/Record Drawings (DWFX or PDF file), signed and sealed field book information, electronic field raw data shall be submitted using the applicable OWNER's system. 2. As-Built/Record Drawings in digital format DWG. 3. Bill of Materials, Bill of Sale Sketch (completed and signed by the Contractor). 4. Easement(s) legal description and sketch (signed by the owner if part of the project). All surveys for right-of-ways, easements, properties, topographical, boundaries and other special purposes. C. Monthly submittals 1. A set of signed and sealed As-Built/Record Drawings (DWFX or PDF file), signed and sealed field book information, electronic field raw data shall be submitted using the applicable OWNER's system. 2. As-Built/Record Drawings in digital format DWG. 3. Final As-Built/Record Drawings shall be submitted as a prerequisite for the last progress payment. 4. Easement(s) legal description and sketch (signed by the owner if part of the project). All surveys for right-of-ways, easements, properties, topographical, boundaries and other special purposes. D. Final submittal shall consist of corrected As-Built/Record Drawings and Documents in digital format (DWG and PDF files), to be submitted using the applicable OWNER's system and the following sets of signed and sealed hard copies: 1. Two sets for water main projects, 2. Two sets for gravity and force main sewer projects, 3. For pump stations: a. Five sets for donation projects. OPA-LOCKA 10/2022 01 78 40 - 2 Project #19356 b. Three sets for contracts. 4. PSM's signed and sealed copy of the Field Book. 5. For donations, a copy of the insurance policy of the PSM, and the surveying company, including the declaration page. E. As-Built/Record Drawings signed and sealed by the Florida Registered Professional Surveyor and Mapper and/or Engineer of Record or designated Florida Registered Professional Engineer must comply with format requirements. F. Platted Lots Requirement 1. In lieu of recorded plats, 1 copy of a tentative plat signed by a representative of the Miami -Dade County, Department of Transportation and Public Works, Plats Division may be acceptable for As-Built/Record purposes. The Plats Division representative shall attest that the lot and block numbers, street names, easements, and other pertinent data shown are as will be recorded in the plat's final form. In this case, the submitter is responsible to provide a copy of the recorded plat to the OWNER's New Business office before any water meters are set on the Project. 1.05 AS-BUILT/RECORD DRAWINGS FORMAT AND GENERAL SUBMITTAL REQUIREMENTS A. Size shall be 24" X 36". 1. Preferred scales are 1 "=20' for contracts and 1 "=40' for donations horizontally, and 1 "=2' for contracts and 1"=4' for donations vertically. Other scales may be permitted but must be approved by the OWNER prior to preparation of the drawings. 2. Provide separate As-Built/Record Drawings and easements for water and sewer conveyances. Where water and sewer are shown on the sewer As- Built/Record Drawings, print dash the water on the sewer As-Built/Record Drawings and show only sewer As -Built information. The same applies for the water As-Built/Record Drawings. 3. Any deviations from the design plans must be approved by the OWNER. B. Quality of As-Built/Record Drawings 1. To ensure that As-Built/Record Drawings may serve their intended purposes, they shall be prepared with consideration for quality. The Inspector and As - Built Reviewer will consider the following elements to ensure the quality of As- Built/Record Drawings: a. Accuracy: The Contractor is required to have a survey crew record the field information as necessary when there is underground pipe installation. The Florida Registered Professional Surveyor and Mapper shall be responsible for providing measurements in accordance with the standard of practice established in Chapter 5J-17 of the Florida Administrative Code, pursuant to Section 427.027, Florida Statutes. The approved final As-Built/Record Drawing will be used as part of the OWNER's GIS and Record System. In addition, the horizontal OPA-LOCKA 10/2022 01 78 40 - 3 Project #19356 accuracy shall not exceed 1 foot in 7,500 feet, a commonly value accepted for suburban areas. The elevations shall be based on a closed level between two -benchmarks and shall not exceed the calculated value of a closure in feet of plus or minus 0.05 feet times the square root of the distance in miles. b. Appearance: As-Built/Record Drawing shall be prepared in a professional manner consistent with common drafting standards for layout, lettering and line work. c. Understandability: As -Built information shall be portrayed in a manner that is readily understandable by someone not familiar with the specific job. d. Clarity: Preparer shall endeavor to present As -Built information clearly without "cluttering" the drawing. Do not include or show trees, shrubs, traffic lights or signs, landscaping, etc. 1.06 CERTIFICATION A. As-Built/Record Drawings shall include a signed, sealed and dated certification statement by the responsible Florida Registered Professional Surveyor and Mapper, that all measurements were recorded under his direction and that they are accurate. B. Final As-Built/Record Drawings that contain electrical, mechanical or structural work (pump stations, sewage flow meters, etc.), shall be signed and sealed by the Engineer of Record to indicate As -Built conditions. C. Certifier shall be fully responsible for the accuracy of the As-Built/Record Drawings. As-Built/Record Drawings shall not contain any statement that the information was obtained from another party other than a Professional Surveyor and Mapper under his direction (e.g. a statement such as "As -Built information provided by Contractor" shall not be permitted). D. The Contractor shall certify on the As-Built/Record Drawings that the As-Built/Record Drawings are correct and accurately depict what was constructed in the field, in addition that all As -Built field information submitted to the FOR or designated Florida Registered Professional Engineer and/or PSM reflects actual field As -Built project conditions, such as: 1. Valves must be identified by size, type, and end condition. On valves 16 -inch or larger, the manufacturer's name and number of turns required to open or close the valve. 2. Pipeline must be identified by type of pipe material, manufacturer, type of joint and type of joint restraint. 3. Types and sizes of sheeting and piling together with location, dimensional, and elevation data on any pile caps, tie backs, anchors, whalers or other appurtenant structures left in place. 4. External wiring has been terminated inside the panel at the designated "terminal boxes" in accordance with the approved electrical schematic and/or shop drawings. OPA-LOCKA 10/2022 01 78 40 - 4 Project #19356 5. The electrical control panel has been installed and its components match approved shop drawings and are in compliance with the MDWASD's Standards and Specifications. 6. The electrical power and control diagrams are current and reflect all approved plans and/or field modifications made, if any. 7. The electrical control panel and associated electrical equipment are safe to energize and operate. E. The electrical control panel manufacturer shall certify that: 1. The installed control panel has been inspected at the job site. 2. The control panel and its components match approved shop drawings and are in compliance with project's plans and specifications. 3. The control panel and its components have not been modified, changed or altered in any way, shape or form as to void the Underwriter Laboratory (UL) listing. 4. The electrical control panel and its components are safe to energize and operate 1.07 QUALITY ASSURANCE A. Contractor's Responsibility 1. As-Built/Record Drawing preparation and submittal shall be the responsibility of the Contractor. The final As-Built/Record Drawings shall be completed and submitted to the OWNER prior to pressure testing, pending to show only portions of the Project not authorized to be done before certification of the system, such as interconnections, abandonments, cut and plugs, etc.; those activities shall be reflected on the final As-Built/Record Drawing and resubmitted within ten (10) County calendar days after a successful test. Testing will not be considered complete until As-Built/Record Drawings, field book data and other record documents are submitted and approved by the OWNER. 2. As-Built/Record Drawings shall be checked by the Contractor for errors and omissions prior to submittal to the OWNER. 3. For Donation Projects: A Bill of Materials (on OWNER form) shall also be certified as correct by signature and presented at the time of As -Built submission. Quantities shown on the Bill of Materials shall match installed and As -Built quantities, not quantities proposed, bid or bought nor scaled distances or quantities. B. Professional Surveyor and Mapper Responsibility 1. The PSM shall be responsible for all locations, measurements and associated information on the As-Built/Record Drawings. 2. Infrastructure being shown on As-Built/Record Drawings shall have been located under the direction of a Florida Registered Professional Surveyor and Mapper. OPA-LOCKA 10/2022 01 78 40 - 5 Project #19356 3. As-Built/Record Drawings shall meet the requirements established in these specifications. 1.08 PHASING A. Phasing of projects must be approved by the OWNER and such approval communicated to the Inspections Unit. Where phasing is approved the following additional requirements for As-Built/Record Drawings shall apply: 1. The phase number must appear prominently on each sheet. 2. A prominent phase line shall be drawn at the junctures of the submitted phase with any previous or subsequent phases. The phase line shall be labeled and the phase numbers on either side of it identified. 3. Work in previous or subsequent phases shall be "hatched" out or dashed in plan and profile and labeled "Not a Part" to clearly eliminate it from the As- Built/Record Drawings. 4. Clearly show what is part of the present phase and what is part of previous or subsequent phases at the tie-in points or phase lines. Make certain that this matches what was previously submitted with any earlier phases. 5. Unless otherwise authorized, phases shall end at a valve for water and force mains, and at a manhole for gravity sewers. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.01 GENERAL A. If construction drawings are used to create the As-Built/Record Drawings, all "proposed" construction related information such as "equal to", "typical", "approximately", "shall", etc. shall be removed from As-Built/Record Drawings, leaving only "As -Built" information reflected on the drawing. Do not remove any information on materials installed. The construction drawings need to be adjusted accordingly to reflect constructed as -built information. B. Site location sketch shall be provided showing the Project site and surrounding area with all streets clearly named, its own north arrow and a readable scale. The section, township and range shall also, be provided therein. C. Provide separate water and sewer profiles. D. When the main crosses a utility or structure, the two points providing the clearance shall be identified, measured and recorded. This shall apply to all utilities (water, sewer, sewer laterals, water services, gas, electric, storm, telecommunication, duct banks, etc.). OPA-LOCKA 10/2022 01 78 40 - 6 Project #19356 E. All mains shall be stationed, and all facilities and infrastructure labeled. As-Built/Record Drawings shall show stations for all services. As -Built lengths and distances for service runs shall also be given. F. Stations shall run along the baseline. G. For water mains, force mains and gravity sewers use one continuous stationing system. H. Where different stationing systems cross, show the equation station. I. Label with station and offset all valves, fittings, services, outlets, manholes, deflection points and other components in the line. The labels, stations and offsets shall coincide, plan and profile. 3.02 REQUIRED INFORMATION AND MEASUREMENTS A. Set -Up Verification 1. The Contractor's Florida Registered Professional Surveyor and Mapper is required to recover the design baseline and verify the elevations and coordinates on a regular basis as needed. 2. The Florida Registered Professional Surveyor and Mapper shall establish and maintain throughout the construction the property boundaries and easements of pump stations and any other OWNER's facilities and infrastructure. The PSM shall verify that the work of the Project does not encroach into adjacent (abutting) property. Property corners lost during construction shall be reset at the first opportunity to ensure that the work is done within the designated limits. The PSM shall note on As-Built/Record Drawings any OWNER approved encroachments into pump station site (fencing, driveways, etc.). 3. The Contractor is required to have a level instrument setup next to the construction site in order to control the vertical alignment of the pipe installation prior to trench backfilling. The level shall be setup daily for use by the PSM, Contractor's foreman and OWNER/Engineer/Inspector. 4. The Contractor is required to have a survey crew record the field information on a daily basis when there is underground facilities and infrastructure installation. The survey crew shall be on -site as needed to record and verify the information before it is covered. Any underground construction work that does not have the information recorded by a survey crew will be stopped by the OWNER/Engineer/Inspector. The Engineer/Inspector has the authority to order re -excavation of work that was covered without accurate survey measurements. B. Field Book Information 1. The Florida Registered Professional Surveyor and Mapper is required to have his crews make daily visits to the Project site during underground pipe installation work to perform field measurements of the Contractor's daily installations. This information shall be recorded in field books. Copies of the field notes are required to be provided to the Construction Manager/Inspector OPA-LOCKA 10/2022 01 78 40 - 7 Project #19356 J• on a monthly basis. The PSM's field notes shall be submitted to the OWNER along with final As-Built/Record Drawings (signed and sealed) as a condition of conveyance (for donation projects), or monthly basis as a condition of payment and at substantial completion (for contract projects) before applying for final payment. Electronic field raw data is acceptable. C. As-Built/Record Drawings Content Requirements and Procedures 1. The following shall be made a part of any As -Built submittal for water or sewer, where applicable: a. Project name, Project identification number and the words "As- Built/Record Water" or "Record Drawing Water" or "As-Built/Record Sewer" or "Record Drawing Sewer", all prominently displayed. PMS's or Engineer's name, company, address, phone number and certification statement shall also be displayed. b. All applicable permit numbers for the Project shall be shown on the cover sheet. c. Graphic and numeric scale, north arrow and any symbol legend needed. d. All involved streets shown with centerlines, right-of-way lines, widths and names, with matching plat, if applicable, subdivision name, phase line and number. (Phasing to be nearest valve and manhole in limits of phase area). Show station at all intersecting streets. e. All involved lots and blocks shown and correctly designated (to match plat). f. All control lines identified (i.e. centerline, section line, monument line, property line, etc.). Identify all streets by name or number. Baseline shall be tied to centerlines, boundary lines, section corners, or to monument lines or to right-of-way lines. Baselines must show bearings or deflection angles, or delta, radius, chord and arc length for curves. 9. h. Pipeline shall be tied to a baseline that is easily identified on the existing or proposed right-of-way. Baseline shall not be on top of the main except for gravity sewers installed on centerlines. Show all horizontal curve data, including point of curvature (PC) and point of tangency (PT) stations or radial bearing. Stationing shall proceed from south to north and/or from west to east. Stationing shall be the same as shown on construction drawings and must be tied to section corners, centerline intersections and all other pertinent control points within the Project. All such pertinent points shall have their stationing shown and where there is dual stationing for a point, both stations shall be called out. k. Horizontal Control 1) The PSM shall show on the As-Built/Record Drawings the Florida State Plane Coordinate (current readjustment - NAD 83, OPA-LOCKA 10/2022 01 78 40 - 8 Project #19356 FLA East Zone 901) with at least two physically located horizontal control points within the Project limits. 2) For As-Built/Record Drawings within OWNER facilities with relative coordinates, a coordinate conversion equation needs to be included on every sheet. Vertical Control 1) As-Built/Record Drawing shall use the same datum as per approved design plans. 2) Nationwide, surveys and As-Built/Record Drawings are in the process of conversion to NAVD 88 from the NGVD 1929. The OWNER will accept NAVD 88 datum with a conversion factor to NGVD 1929 on each page. 3) For projects using City of Miami datum provide a conversion factor on each page to NGVD 1929 datum. m. Easements 1) Easements, if any, shall be clearly shown with size, coordinates for each corner and tied to the property line. The easements shall be separate for water, sewer, force main and pump stations. 2) Existing easements with Official Record Book (ORB) information must be shown. 3) Easements are required for any infrastructure not in the public right-of-way. An easement may also be required for a main in the public right of way if there is insufficient side clearance to the right-of-way line to permit maintenance of the pipeline (usually 6' for water and 7.5' for force mains and gravity sewer mains on each side measured from the center of the pipe). For pipelines larger than 16 -inches in diameter the easement size shall be determined by the OWNER. 4) Easement lines shall be tied to the centerline of the main. 5) Show easement released with Miami Dade County Clerk of the Court Official Record Book (ORB) and page. n. Tie-in Points 1) All tie-in points, water or sewer shall be tied to the baseline. 2) In instances where this is impractical such as for service installations, the tie-in location may be referenced to a known OWNER facility such as a valve or manhole. This facility must be fully identified with atlas page, OWNER As- Built/Record Drawing number and page and its designation and station as given therein. Approval for this method of location shall be secured with the As -Built Reviewer/Inspector. 3) All locations for future connections or tie-ins shall be left f unburied and uncovered until the Contractor's Florida r OPA-LOCKA 10/2022 01 78 40 - 9 Project #19356 Registered Professional Surveyor and Mapper measures and records the As -Built information. 4) Clearly show and label what is new and what is existing at the tie-in points with the As-Built/Record Drawing number identified on the existing main. o. The ends of all services and laterals shall be fully located by reference to the main and the nearest property line(s). p. Show all outlets, stub -outs, sewer lateral, water service and any other relevant information. Identify the size, material, length, direction and elevation (top of pipe for water and force main, invert for gravity sewer). q. On all pipe fittings of 36 -inches diameter or larger, including tees, bends, crosses, wyes and bevels, station and elevation shall be taken at the end and center points to reflect the true elevation and orientation of the fitting. r. Elevations of natural ground or pavement over pipelines shall be shown at each position where the pipe elevation is shown at least every 100 feet on profile view. s. Show profile view of the main pipeline installation on the same sheet as the plan view. Stationing on both views shall be aligned to facilitate As - Built review. t. Manhole rim and valve box rim elevations shall be shown. u. Show all invert and bottom elevations in manholes and valve vaults or boxes. v. Show all invert and bottom elevations together with pipe size, and where it can be determined, pipe material, for existing structures having pipes which cross the pipe line being constructed within 250 feet of point of crossing. w. Location, elevation, material and size of all casings shall be shown. Launching and receiving pits location and dimensions shall be shown in case of jack and boring or micro tunneling used for casing installation. x. Types, sizes of sheeting and piling together with measured and complete locations with dimensions, top and bottom elevations of all sheeting and pile caps, tie backs, anchors, whalers or other appurtenant structures including sheeting left in -place, shall be shown. y. Where service is not at a right angle (90 degrees) to main line, tie service with length of offset to nearest property line. z. For Horizontal Directional Drilling installations, in addition to the applicable items already mentioned on this section, As-Built/Record Drawings shall include: 1) Equipment used. 2) Angles at entry and exit and radius. 3) Bore path report to include detection method used, location for both entry and exit referenced to a permanent structure, OPA-LOCKA 10/2022 01 78 40 - 10 Project #19356 jj information of the company collecting the data, such as company name, address, date, staff information who collected the data. 4) The OWNER shall be provided with As-Built/Record Drawing for any failed bore path. aa. Provide State Plane Coordinate values and elevations for all visible features such as valves, fittings, service lines, manholes, fire hydrants, water sampling points, water meters, cleanouts and backflow preventers, utility poles, adjacent to the main, overhead wires crossing the main and other appurtenances along the main. Also provide State Plane Coordinate values for existing valves and manholes at points of connection or closest to the point of connection and the point of connection itself. bb. Lines that are abandoned in place, placed out of service or removed shall be clearly identified (dashed and bold line type) on the As- Built/Record Drawings to include cut and plug locations, pipe material and existing As -Built location. Include the existing As-Built/Record Drawing numbers. State whether cut and plug was performed by OWNER forces. cc. Include a statement showing work performed by the Contractor under OWNER's licensed operator supervision. dd. Mechanical restraints shall be identified on the As-Built/Record Drawing. The restraint system used shall be identified (gland restrained, joint restrained or gasket restrained). If thrust blocks are constructed, the top elevation, outer dimension, thickness of the block, length and location of any sheet piling, if used, shall be recorded by the Contractor's PSM. ee. Large diameter concrete transmission mains 42 -inches and larger shall show each pipe joint with station and pipe length. ff. Restrained pipe, end line valves, thrust blocks shall be left uncovered for the last complete length. In line valves and tees shall be left exposed for one length on both sides plus the face end. Measure and record the elevation, horizontal and vertical alignment, and inclination for these items. gg. For pipeline projects, provide dimensions and elevations of ground and top of pipe every one -hundred feet maximum, or portion thereof along the pipeline, at every significant change on ground elevation, at every horizontal and vertical change in direction and at all fittings, with stations. hh. If an asset is authorized to be reused, clearly show that asset, such as a fire hydrant, is being reused. ii. Pipeline must be identified by type of pipe material, manufacturer, type of joint and type of joint restraint. The identity, dimension, location and elevation of any existing utilities crossing the proposed line and so immediately adjacent to the new line OPA-LOCKA 10/2022 01 78 40 - 11 Project #19356 as to be exposed by the excavation shall also be recorded. Locate, excavate, expose and record the same data for any utility shown in the plans whose proximity to the proposed pipeline could affect the certification requirements of the new installation. Note that in instances of a very wide ditch due to ground conditions the recording of data for adjacent, paralleling, utilities shall only be required for lines which come within three feet of the outside (but not less than the minimum required per FAC 62-555.314) of the pipe being installed unless otherwise ordered by the OWNER whose decision shall be final. kk. Specific location and elevation of equipment, buildings and miscellaneous items installed inside the buildings shall be recorded as applicable and as required by the OWNER. II. Without exception, where the substitution of a piece of equipment for that shown on the Plans has been allowed, the footprint, clearance and elevation dimensions shall be recorded by the Contractor's PSM and these changes shall be accurately and thoroughly portrayed on the As- Built/Record Drawings. 2. As-Built/Record Drawings for water and sewer force mains shall additionally include the following: a. Plan view showing size, material, offset of main, deflections (if any), stations and offsets of services, hydrants and fittings at the main; and at main, deflections (if any) and the end of the service line. b. Profile showing ground and top of pipe elevation every 100 feet, maximum, and at any change in grade (with corresponding station) and at every fitting. Show size and material of pipe, all fittings and extend of restrained pipe with stations. Stationing system shall be the same as that used in the plan view. c. Distances from main to all valves, fire hydrants and meter boxes shall be shown. Tie hydrants to right-of-way. In established areas, the PSM shall run -out right-of-way lines. d. All "Assembly Detail" shall be provided for all turbo meter installations and for all meters greater than four (4) inches. e. Label water service as either double, single, irrigation, and so on, based on type of service, including diameter and material. f. When meter banks are used, show typical detail with size of service line, material and type of services. Location of all air release valves and top of pipe elevation, identifying if the air release valves are automatic or manual. h. Valves must be identified by size, type, and end condition. Manufacturer's name and number of turns required to open or close the valve shall be provided for valves 16 inch or larger. 3. Gravity sewer As-Built/Record Drawings shall additionally include the following: a. Plan showing manhole numbers and stations, size and material of pipe, g. OPA-LOCKA 10/2022 01 78 40 - 12 Project #19356 manhole to manhole length and slope in percentage. The size, material, station and lengths of laterals shall also be shown. Stationing shall be in accordance with the approved permit Plans. b. Profile showing manhole numbers (as per plan), rim elevations, invert elevations in and out of each manhole with directions, length and slope of line. Pipes with a slope less than the minimum recommended by RER (formerly Department of Environmental Resource Management) minimum for a particular size of pipe shall not be accepted. c. Stations and offsets of all wyes and tees for laterals and location of cleanouts with distance to property line. d. Connections to existing sewer collection systems with flow direction shown. e. Show profile for sewer laterals crossing utilities, with invert elevations at main, at crossings, at change in direction and at clean out, including slope, clearance at crossing and station. f. When connecting a new main or lateral to an existing main, the As- Built/Record Drawing shall show distance and invert elevations of downstream and upstream existing manholes. 4. The following shall also be included on As-Built/Record Drawings for sewer pump stations and other infrastructure: a. A complete topographic and boundary survey for the pump station and/or other facilities signed and sealed by the Florida Registered Professional Surveyor and Mapper as part of the As-Built/Record Drawings. All information required of a boundary survey, such as property corners, setbacks, dimensions of the structure and appurtenances, etc. shall be contained on the As-Built/Record Drawings to include the legal description of pump station site and/or other facilities, easements and rights -of -way abutting the pump station site and location of all surface facilities recorded by a PSM. All utilities within pump station property shall be properly shown, along with their associated elevation and clearance. b. Horizontal and vertical locations of all fittings, deflections, or at any significant change of direction, and at a maximum 25- foot intervals for on -site (e.g. on a facility such as a pump station or plant work). c. Plan and vertical cross-section of the station showing and identifying the piping and mechanical layout. Show elevations for top of wet and dry wells, bottom of wet well, pipe inverts, finish floor elevation, etc. d. FEMA flood zone and elevation shall be shown on the cover sheet. e. Electrical As-Built/Record Drawing control and riser/one-line power schematic diagrams, RTU wiring diagram and all other elevation and any other electrical details. f. Engineering Report as to the pump manufacturer, size, capacity (TDH), peak design capacity (in GPM) and Bill of Materials (for donation projects). OPA-LOCKA 10/2022 01 78 40 - 13 Project #19356 g. The mechanical, structural and electrical record drawings are to be prepared by the Engineer of Record or a designated Florida Registered Professional Engineer, each sheet of the record drawings must be signed and sealed by the Engineer of Record or a designated Florida Registered Professional Engineer. The cover sheet is to be signed and sealed by the Engineer of Record or a designated Florida Registered Professional Engineer and shall include the following statement: 1) "I certify that these record drawings have been reviewed by me or by individual(s) under my direct supervision and that these drawings incorporate the information contained in the certified As-Built/Record Drawings. To the best of my knowledge and belief these record drawings substantially reflect the sanitary sewer pump station and/or other infrastructure as constructed, and as depicted on the permit plans including any OWNER approved deviations, if any. The accuracy of these record drawings is reliant on the accuracy applied by the PSM that prepared the certified As-Built/Record Drawings, which was [include the PSM's name, business name, PSM number, address and telephone number]. The PSM has certified to me in writing, that the As -Built location information of the sanitary sewer pump station and/or other infrastructure conforms to the standards of practice for land surveying, Chapter 5J-17 of the Florida Administrative Code." 3.03 OWNER PROCESSING A. The OWNER will require 10 County calendar days to perform the As -Built review. B. As-Built/Record Drawings will be initially reviewed, commented and/or recommended to be approved, from construction perspective, by the responsible Field Inspector, who shall verify that they are an accurate representation of the work as installed and that the job as shown is complete and in accordance with the permitted plans. C. Following the Field Inspector's review, As-Built/Record Drawings will be reviewed in depth by the As -Built Reviewer to ensure compliance with these specifications. The Reviewer will also check the complete package which for donation projects shall include the Bill of Materials. D. The complete submittal package as defined above shall be delivered using the applicable OWNER's system. E. Cause for Non -Review 1. If review by the As -Built Reviewers reveals excessive errors or omissions, the As-Built/Record Drawings shall be deemed "non reviewable". As-Built/Record Drawings containing excessive errors or omissions shall include those with omission of major sections of the installation, water and sewer As-Built/Record Drawings on same sheet, those lacking large amounts of information and other OPA-LOCKA 10/2022 01 78 40 - 14 Project #19356 rrors or omissions that are considered excessive in the opinion of the As -Built Reviewer. 2. In cases when an As-Built/Record Drawing is considered "non -reviewable", it shall be marked "Not Reviewable", the reviewer shall note comments regarding obvious problem(s) and shall be returned to submitter. Such As-Built/Record Drawings will not be considered as having been reviewed for the purposes of Sub -section F, Punch List, below. F. Punch List (for donation projects only) 1. Punch List items may be generated from the OWNER initial review. Successive reviews are solely for the purpose of ensuring that original punch list items are completely and correctly done to obtain a final As-Built/Record Drawing acceptable to the OWNER. 2. Successive punch list items may only be added to correct a problem resulting from submitter's efforts to comply with the original punch list. The OWNER will prevent adding new punch list item(s). Submitter shall be required to make these successive changes. 3. In the case of a major oversight on the part of the As -Built Reviewer, punch list items may be added to the list or requested to the submitter after the valid time for such items. The OWNER requires that all corrections be made as a condition of accepting the final As-Built/Record Drawings. G. Acquisition and Resubmittal 1. After notification from the OWNER, DWFX and/or PDF file with markups along with the As -Built punch list (donation projects only) can be obtained from the applicable OWNER's System. 2. After making the corrections requested on the As-Built/Record Drawing set and punch list, upload the revised package to the applicable OWNER's System. On contracts, contractor shall resubmit corrected As-Built/Record Drawings to the OWNER within 10 County calendar days for contracts 3. The OWNER will require 10 County calendar days to perform the As- Built/Record Drawing review. H. Disputes or Interpretation 1. Resolution of disputes and interpretation of these requirements is the responsibility of the As -Built Reviewer. Submitting parties are urged to work with him to resolve any problems of this nature. 2. Where necessary, the submitting party may request a hearing with the OWNER's PSM in matters of dispute or interpretation. The OWNER's PSM's decisions shall be final. END OF SECTION OPA-LOCKA 10/2022 01 78 40 - 15 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK OPA-LOCKA 10/2022 01 78 40 - 16 Project #19356 SECTION 01730 OPERATING AND MAINTENANCE DATA PART 1 -GENERAL 1.01 SCOPE OF WORK: A. Prepare Operating and Maintenance (0 & M) Manual covering all equipments and systems provided under this project. B. Instruct OWNER's personnel in the operation of equipment and maintenance provided under this project. C. This Section covers the services of the manufacturer's representatives and special coordinating services required of the Contractor that shall apply during construction, facilities startup, and training of the OWNER's personnel for facilities operation. D. The Contractor shall inform all subcontractors and manufacturers of the requirements herein and include the following services in his costs for the work. Where a minimum amount of time is stated in the Technical Specifications for manufacturer's services, any additional time required to perform the specified services shall be at no additional cost to the OWNER. 1.02 FORM, FORMAT AND SUBMITTALS CONTENTS: A. Operating and Maintenance manuals will be used for use by City of Opa-Locka Public Works personnel in the operation and maintenance of the various systems. B. The OWNER shall be furnished with one set of any special tools required for servicing for each type of equipment actually furnished. C. Prepare data in the form of an instructional manual for use by OWNER's personnel. D. Format: 1) Size: 8% in. x 11 in. 2) Paper: 20 -pound minimum, white, for typed pages. 3) Text: Manufacturer's printed data or neatly typewritten. 4) Drawings: (a) Provide reinforced punched binder tab, bind in with text. (b) Fold larger drawings to the size of the text paper. 5) Provide fly -leaf for each separate product, or each piece of operating equipment. (a) Provide typed description of product, and major component parts of equipment. (b) Provide indexed tabs. 6) Cover: Identify each volume with typed or printed title "OPERATING AND MAIN- TENANCE INSTRUCTIONS". List: (a) Title of Project. (b) Identify of separate structure as applicable. (c) Identity of general subject matter covered in the manual. 01730 - 1 Project #19356 E. Binders: 1) Commercial quality three-ring binders with durable and cleanable plastic covers. 2) Maximum ring size: As required (Minimum 1'/2 -inches). F. Content of Manual: 1) Neatly typewritten table of contents, arranged in a systematic order. (a) Contractor, name of responsible principal, address and telephone number. (b) A list of each product required to be included, indexed to the content of the volume. (c) List, with each product, the name, address and telephone number of: (i) Subcontractor or installer. (ii) Maintenance contractor, as appropriate. (iii) Identify the area of responsibility of each. (iv) Local source of supply for parts and replacement. (d) Identify each product by product name and other identifying symbols as set forth in Contract Documents. G. Product Data: 1) Include only those sheets which are pertinent to the specific product. 2) Annotate each sheet to: (a) Clearly identify the specific product or part Installed. (b) Clearly identify the data applicable in the installation. (c) Delete references to inapplicable information. H. Drawings: 1) Supplement product data with drawings as necessary to clearly illustrate: (a) Relations of component part of equipment and system. (b) Control wiring, schematic wiring, and flow diagram. 2) Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. 3) Do not use Project Record Documents as maintenance drawings. I. Written text, as required to supplement product data for the particular installation: 1) Organize in a consistent format under separate headings for different procedures. 2) Provide a logical sequence of instructions for each procedure. J. Copy of each warranty, bond and service contract issued. 1) Provide information sheet for OWNER's personnel, give: (a) Proper procedures in the event of failure. (b) Instances which might affect the validity of warranties or bonds. 01730 - 2 Project #19356 1.03 MANUAL FOR EQUIPMENT AND SYSTEMS: A. Content, for each unit of equipment and system, as appropriate: 1) Description of unit and component parts. (a) Function, normal operating characteristics, and limiting conditions. (b) Performance curves, engineering data and tests. (c) Complete nomenclature and commercial number of all replaceable parts. 2) Operating Procedures: (a) Start-up, break-in, routine and normal operating instructions. (b) Regulation, control, stopping, shut -down, and emergency instructions. (c) Special operating instructions. 3) Maintenance Procedures: (a) Routine operations. (b) Guide to "trouble shooting". (c) Disassembly, repair, and reassembly. (d) Alignment, adjusting, and checking. 4) Servicing and lubrication schedule. (a) List of lubricants required. 5) Manufacturer's printed operating and maintenance instructions. 6) Description of sequence of operation by control manufacturer. 7) Original manufacturer's parts list, illustration, as drawings and diagrams required for maintenance. (a) Predicted life of parts subject to wear. (b) Items recommended to be stocked as spare parts. 8) List of original manufacturer's spare parts, manufacturer's current prices, and recom- mended quantities to be maintained in storage. 9) Other data as required under pertinent sections of specifications. B. Prepare and include additional data when the need for such data becomes apparent during instruction of OWNER's personnel. C. Additional requirements for operating and maintenance data: The respective sections of Specifications. 01730 - 3 Project #19356 1.04 POSTED OPERATING INSTRUCTIONS: A. General: Operating instructions and diagrams shall be prepared for posting near the equipment. Posted operating instructions shall be photographic or equal non -fading reproductions framed under glass encased in non -discoloring plastic and shall be mounted in location directed. Copies of the posted operating instructions shall also used with the operating and maintenance manuals as a basis in training employees in the operation and maintenance of systems and related equipment installed. B. Contents: Posted operating instructions shall consist of simplified, consolidated equipment, control and power diagrams graphically representing the entire system and actual equipment installed, including concise written instructions on how to start and stop systems, what settings and conditions are to be observed and what control adjustments are to be made or maintained by the operation. 1.05 MANUFACTURER'S NAMEPLATES: A. Each major component of equipment to have manufacturer's name, address, model number and rating on a plate securely affixed in a conspicuous place. Nameplate of a distributing agent will not be acceptable in lieu of manufacturer's nameplate. B. Nameplate shall be die -stamped, engraved, or etched to guarantee long term legibility. 1.06 GUARANTY/WARRANTY: A. The Contractor shall guarantee that all new equipment has the capacity specified and that it will operate without excess noise or vibration. B. Contractor shall furnish a written guarantee covering all workmanship and materials for a period of one (1) year, from the date of acceptance. This shall include an agreement to repair or replace, at his expense, all defects that may appear in that time, which in the opinion of the OWNER, are due to defective workmanship or materials. C. Copies of factory warranties on all equipment furnished shall be submitted with the above described, written guarantee period, and included in maintenance manuals. 1.07 OPERATION AND MAINTENANCE RESPONSIBILITY: A. Contractor shall provide all required service and maintenance on all equipment installed under this contract for one (1) year following final acceptance or the beginning of beneficial use by the OWNER. The starting date of one (1) year service period shall be determined by the OWNER. Included in the service and maintenance to be provided during this one (1) year period, shall be all required lubrication, adjusting belt tensions, eliminating excessive noise and vibration, correcting all electrical and mechanical faults, recording all permanent installed gauge meter and temperature readings, and other general service items, including the answering of service calls. B. Services During Construction: 01730 - 4 Project #19356 1) General: Competent and experienced technical representatives shall represent the manufacturers of all equipment and systems as many days as may be necessary to resolve assembly or installation problems at the worksite which are attributable to, or associated with, the equipment furnished. This requirement applies to manufacturers of all equipment furnished, whether or not specifically set forth in the Technical Specifications. 2) Manufacturer's Certificate of Proper Installation: Where called for in the Technical Specifications, the manufacturer's representative shall provide a certificate stating that the equipment or system has been installed in accordance with the manufacturer's recommendation and has been inspected by a manufacturer's authorized representa- tive, that it has been serviced with the proper initial lubricants, that applicable safety equipment has been properly installed, and that the proper electrical and mechanical connections have been made. C. Functional Testing Assistance: 1) Where functional (or run) testing is called for on the Technical Specifications, the manufacturer's representative shall assist with the initial test, which shall include checking for proper rotation, alignment, speed, excessive vibration, and noisy operation. Initial equipment and system adjustment and calibrations shall be performed in the presence of and with the assistance of the manufacturer's representative. The previously specified Manufacturer's Certificate of Proper Installation shall include the statement that proper adjustment have been made and that the equipment or system is ready for plant startup and operation. 2) The Contractor, as applicable to the equipment furnished, shall state in writing that all necessary hydraulic structures, piping systems, and valves have been successfully tested; that all necessary equipment systems and subsystems have been checked for proper installation, started, and successfully tested to indicate that they are all operational; that the systems and subsystems are capable of performing their intended functions; and that the facilities are ready for startup and intended operation. D. Training of Owner's Personnel Where called for in the Specifications, the manufacturer's representative shall provide detailed instructions to the OWNER's personnel for operation and maintenance of the specified equipment. These training services shall include pre -startup classroom and onsite equipment instruction and/or post -startup classroom and onsite equipment instruction, as stated in the Specifications. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) 01730 - 5 Project #19356 END OF SECTION 01730 - 6 Project #19356 SECTION 01740 PERMITS PART 1 GENERAL 1.01 SCOPE OF WORK A. Where OWNER has obtained various permits for this Project, copies will be appended at the rear of the Specifications. The required permits are listed in 1.07 B of SECTION 01015 General Requirements. The Contractor shall obtain all necessary permits except the permits obtained by the OWNER. B. The Contractor shall be familiar with, and comply with, all requirements of these permits. All other necessary permits shall be obtained by the Contractor and be paid for as specified below in 1.01, G. C. Unless otherwise specifically stated elsewhere in the Contract Documents, Supply Plans and Calculations for work not designed by OWNER that are preponderantly of a structural nature shall be signed and sealed by a Professional Engineer registered in the State of Florida as stated in the Florida Building Code; Section 104.2.1, 104.2.2; and Section 202 which each read as follows: 1. All information, Plans, Specifications and accompanying data shall bear the name and signature of the person responsible for the design. 2. Design professional: If the design professional is an architect or engineer legally registered under the laws of this state regulating the practice of architecture or engineering, then he/she shall affix their official seal to said Plans, Specifications and accompanying data, as required by Florida Statute. 3. Engineer: A Florida -registered engineer (Section 202). D. The Contractor's particular attention is called to any Special Conditions of the permits relating to construction procedures, excavation and backfill requirements, open trench restrictions, turbidity control and all other general and special conditions, including flowable fill and pavement details. In the event any of the conditions of the permits are in conflict with the requirements of these Specifications, the more stringent conditions shall take precedence. The Contractor is to conform to all regulations of the governmental agencies having jurisdiction over this work, whether or not included in the permit. E. Any deviations from the Plans, Specifications or permits appended thereto, must first be approved by the Engineer even if approval for the change has been given by the permitting agency. F. The Contractor shall assume throughout the life of the Contract all obligations and responsibilities imposed on OWNER or other City departments as permittee of the above -mentioned permits. All expenses necessary for compliance with the 10/2022 01740-1 Project #19356 regulations and requirements of each permitting agency and its permit shall be borne by the Contractor, and shall be included in the overall bid price. G. The cost of any fees such as impact fees, inspection fees, etc. and the cost of all required permits shall be borne by OWNER. The Contractor shall pay the required fees, obtain the permit(s) and then upon submission of proof of cost to OWNER, be reimbursed for said cost out of the Approved Permit Fee Reimbursement Item. This shall apply only to required permits and fees. Permits obtained or fees paid for the advantage of the Contractor or non -required permits obtained for whatever reason shall not be reimbursed. The necessity or non- necessity of a permit or fee shall be determined by the Engineer whose word shall be final. As specified in the paragraph above, all costs of compliance with the permit(s) shall be borne by the Contractor and included in the bid price. H. All surveying required by the Project permits shall be done by the Contractor's Florida Registered Surveyors and Mapper. This includes staking out limits of construction, maintaining baselines and preparing monthly as-builts. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 10/2022 01740-2 Project #19356 10/2022 SECTION 01750 MAINTENANCE OF TRAFFIC AND PUBLIC STREETS PART 1 GENERAL 1.01 SCOPE OF WORK A. The Contractor shall be responsible for providing the Engineer with Maintenance of Traffic (M.O.T.) plans for lane closures and/or detours for approval. These M.O.T. plans shall be produced by an individual employed by the Contractor and certified as "Work Zone Traffic Safety Supervisor" by the American Traffic Safety Service Association, ATSSA. B. The Contractor shall be responsible for the maintenance of public streets and traffic control for the duration of the project. The cost of Traffic Control including the cost of any required off duty police officers shall be included under the appropriate bid item in the Proposal. If no bid item for this is included, said costs shall be included in other appropriate items of the bid and no extra compensation will be allowed. 1.02 REGULATIONS A. As used herein, any reference to Miami -Dade County, its departments, or its published regulations, permits and data, shall be synonymous and interchangeable with other recognized governing bodies over particular areas or streets, or their departments, published regulations, permits or data. The Contractor shall abide by all applicable laws, regulations, and codes thereof pertaining to maintenance of public streets, detour of traffic, traffic control and other provisions as may be required for this Project. 1.03 MAINTENANCE OF TRAFFIC (M.O.T.) A. The Contractor shall be fully responsible for the maintenance of public streets, detour of traffic (including furnishing and maintaining regulatory and informative signs along the detour route), traffic control, and other provisions throughout the Project as required by the MDCDTPW, Traffic Engineering Division (Traffic Division), FDOT or other governing agency. Traffic shall be maintained according to corresponding typical traffic control details as outlined in the MDCDTPW Manual. No street shall be completely blocked, nor blocked more than one-half at any time, keeping the other one-half open for traffic, without specific approval. B. If required by the Traffic Division, the Contractor shall make arrangements for the employment of uniformed off -duty policemen to maintain and regulate the flow of traffic through the construction area. The number of men required and the number of hours on duty necessary for the maintenance and regulation of the traffic flow shall be subject to their approval. The cost of such off -duty policemen shall be paid from the Quotation Item established for this purpose. If required by traffic control permits or agencies, the Contractor shall work, odd or night hours, as required for traffic control reasons, and the cost of such work shall be considered as incidental to construction and no extra compensation will be 01750 -1 Project #19356 10/2022 allowed. C. The Contractor shall provide all barricades with warning lights, necessary arrow boards and signs, to warn motorists of the work throughout the Project. Adequate approved devices shall be erected and maintained by the Contractor to detour traffic. D. Excavated or other material stored adjacent to or partially upon a roadway pavement shall be adequately marked for traffic safety at all times. The Contractor shall provide necessary access to all adjacent property during construction. E. The Contractor shall be responsible for the provision, installation and maintenance of all traffic control and safety devices, in accordance with specifications outlined in the MDCDTPW Manual. In addition, the Contractor shall be responsible for the resetting of all traffic control and information signing removed during the construction period. F. Where excavations are to be made in the vicinity of signalized intersections, the Contractor is alerted that vehicle loop detectors may have been embedded in the pavement. Every effort has been made to show the approximate locations on the Plans; however, the Contractor shall verify these locations by inspecting the site of the work and by contacting the Traffic Division. Any loop detector which is damaged by the Contractor, whether shown on the Plans or not, shall be repaired or replaced by the Contractor, at his expense, and to the satisfaction of the Traffic Division. G. Where applicable, the Contractor shall notify the Traffic Division 24 hours in advance of the construction date or 48 hours in advance of construction within any signalized intersection. H. Temporary pavement will be required over all cuts in pavement areas, and also where traffic is to be routed over swale or median areas. When the temporary pavement for routing traffic is no longer necessary, it shall be removed and the swale or median areas restored to their previous condition. 1. Pavement markings damaged during construction shall be remarked, as required by the Traffic Division. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01750 - 2 Project #19356 OPA-LOCKA 10/2022 SECTION 02230 CLEARING AND GRUBBING PART 1 - GENERAL 1.01 WORK INCLUDED A. Clear and grub the areas to be occupied by the facilities or utility systems to be constructed, including all areas to be excavated, filled, paved or planted as shown on the approved plans and as specified herein. 1.02 DEFINITIONS A. Clearing shall consist of the cutting, removal and satisfactory disposal of all trees, stumps, brush, shrubs, rubbish and any other objectional material within the designated areas. B. Grubbing shall consist of the removal and disposal of all stumps larger than 1-1/2 inches in diameter and other objectional material to a depth of at least 12 inches below the ground surface. 1.03 QUALITY ASSURANCE In the course of the work, it may become to remove trees if they interfere with the work. Dade County and various municipalities have ordinances regulating the removal, relocation and pruning of trees in the public right-of-way, these ordinances shall be strictly adhered to. The Contractor shall obtain a permit from Dade County and/or other regulatory agencies having jurisdiction over the work area before removing, relocating and/or pruning any tree. The Contractor shall comply with all requirements and conditions of the permit. PART2-PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 CLEARING AND GRUBBING A. The Contractor shall remove and replace, where required all existing shrubbery, trees, grass, sprinklers, fences, signs, mailboxes, structures, roadways, sidewalks, curbs and similar items or structures in the way of all excavation necessary for the construction of the project. B. Where pavements or sidewalks are cut, they shall be cut by means of a mechanical pavement saw to form true and straight edges. Where such cutting is for the purpose of pipeline installation, saw cutting shall be either parallel or at right angles with the centerline of the pipe, 02230 - 1 Project #19356 OPA-LOCKA 10/2022 C. To protect himself from being held liable for any existing damaged pavement, including detour routes, the Contractor is advised to notify in writing the authority having jurisdiction, prior to proceeding with any work in the vicinity. 3.02 PROTECTION OF ADJACENT AREAS The Contractor shall protect areas shown on the Drawings or designated by the Engineer of Record to remain protected from damage by construction operations by erecting suitable barriers of other acceptable means. 3.03 DISPOSAL All roots, vegetation and other refuse removed from the site during clearing and/or grubbing operations shall be legally disposed of by the Contractor. Where required, the Contractor shall obtain a permit from Miami -Dade County and/or other regulatory agencies having jurisdiction over the work area before burning any material on the site. - END OF SECTION - 02230 - 2 Project #19356 OPA-LOCKA SECTION 02314 EXCAVATION, BACKFILL AND FILL FOR STRUCTURAL FACILITY AND UTILITY SYSTEMS PART 1 -GENERAL 1.01 SCOPE OF WORK: 10/2022 A. The work included under this Section consists of furnishing material and equipment, and performing all labor necessary for excavating, backfilling, filling and compaction of areas to be occupied by facilities or utility systems to be constructed. B. Plan For Excavation: Prior to commencing the excavation, the Contractor shall submit a plan of his proposed operations to the Engineer of Record for approval. The Contractor shall consider, and his plan for excavation shall reflect, existing utilities that are to remain, the equipment and methods to be employed in the excavation. 1.02 QUALITY ASSURANCE All excavations shall conform with South Florida Building Codes, the State of Florida Trench Safety Act, OSHA requirements and the provisions herein. Excavations shall be executed in accordance with all applicable requirements of Section 01016, including notification of Sunshine State One -Call Center (1-800-432-4770) 48 hours prior to any excavation. PART 2 - PRODUCTS 2.01 MATERIALS: A. Structural Fill: Structural fill shall consist of an inorganic, non -plastic, granular soil containing less than 10 percent material passing the No.200 mesh sieve (relatively clean sand or crushed limerock with a 2 -inch max. particle size) with a Unified Soil Classification of GP, GW, SP, SP - GM, SW-SM or SP-SM. B. Ballast Rock: Ballast rock shall be composed of hard, durable, sound pieces having a specific gravity of not less than 2.65. It shall be crushed rock conforming to the following gradation: U.S. Standard sieve size Percent by weight passing 1-1/2 inch 100 3/4 inch 30-75 % inch 15-55 1/4 inch 0-5 C. Suitable Backfill Material: Backfill material shall be clean and free from all organic material, clay, marl or unstable materials, debris, lumps, or broken paving. No rocks or stones larger than 6 inches in diameter shall be allowed in any backfill. Material for backfill may be material resulting from excavation, if suitable in the opinion of the OWNER. 02314 - 1 Project #19356 OPA-LOCKA 10/2022 D. Select Backfill Material: Select backfill material specified herein shall meet all the general requirements for backfill material set forth above, and in addition, shall be free of any rocks or stones larger than 2 inches in diameter. Select backfill material may be material resulting from trench excavation, if suitable in the opinion of the OWNER, carefully selected to comply with these requirements. PART 3 - EXECUTION 3.01 PREPARATION: A. Clearing: The construction site shall be cleared of all obstructions and vegetation, including large roots and undergrowth, within 5 feet of the lines of excavation, in accordance with Section 02230. All debris created by this clearing operation shall be hauled from the site and disposed of by the Contractor. B. Removals: Complete all removals within the lines of excavation prior to beginning excavation. Where required, all existing shrubbery, trees, grass, sprinklers, fences signs, mailboxes, structures, sidewalks, curbs, utility poles, or structures subject to damage resulting from the excavation should be transplanted, relocated, braced, shored, or otherwise protected and preserved. 3.02 EXCAVATION A. The Contractor shall perform all excavation of every description and of whatever substances encountered, to the dimensions and depths shown on the approved plans, but in all cases as required for construction, and as specified herein. All excavations shall be made by open cut. B. When the walls of the excavations are to be kept vertical and in order to protect the safety of workmen, the general public, this or other work or structures, or excavation walls, or pipe installation including materials encountered in the excavation which have a tendency to slough or flow into the excavation, undermine the banks, weaken the overlying strata, or are otherwise rendered unstable by the excavation operation shall be retained by steel sheeting, stabilization, grouting or approved methods. Said methods shall comply with the Trench Safety Act (TSA). Sheeting and shoring or other approved method shall be designed by a Professional Engineer licensed to practice in the State of Florida. C. For structures, the Contractor shall maintain the bottom of the excavation firm and dry, and maintain an elevation of the water one (1) foot below the concrete to be placed, by use of pumps, tremie or other acceptable method. D. In areas where trench widths are not limited by right-of-way or easement widths, property line restrictions, existing adjacent improvements including pavements, structures, and other utilities, and maintenance of traffic, the trench sides may be sloped to a suitable angle of repose of the excavated material. E. Ladders or steps shall be provided for and used by workmen to enter and leave trenches. 02314 - 2 Project #19356 OPA-LOCKA 10/2022 F. Excavated material shall be stored and disposed of in such a manner that they will not interfere unduly with traffic on public streets and sidewalks. In congested areas, such materials, cannot be stored adjacent to the trench nor used immediately as backfill, shall be removed to convenient places of storage. If any material is creating a public hazard or other unsafe condition, it shall be removed immediately to a storage area. G. Materials suitable for use as backfill be hauled to and used in areas where not enough suitable material is available from the excavation. Material unsuitable for use in backfill shall be removed promptly and disposed of by the Contractor. Any pockets of organic matter, concrete or other unsuitable material encountered in excavating shall be removed and replaced with material satisfactory to the OWNER. H. The excavation of walls for forms will not be permitted. I. Excavation for structures: 1. Clear, as stated above, all existing items or structures in the way of the proposed pipeline or structures, and excavate as necessary to the depths and dimensions shown on the Plans, but in all cases as necessary for satisfactory installation. 2. Where pavements or sidewalks are cut, they shall be cut by means of a mechanical pavement saw to form true and straight edges which shall, in general, be either parallel or at right angles. 3. In order to protect himself from being held liable for any existing damaged pavement, including detour routes, the Contractor is advised to notify in writing the authority having jurisdiction over the street where such defective pavement exists prior to proceeding with any work in the vicinity. A copy of all such notices shall be forwarded to the OWNER. 4. Where interlocking steel sheeting is used, the OWNER may require that the sheeting be cut off at a level two (2) feet above the top of the installed pipe and that portion below the level be left in place. 5. Excavation for manholes and other piping appurtenances shall be sufficient to leave at least two (2) feet clear between their outer surfaces and the embankment or sheeting. 6. If, in the opinion of the Engineer of Record or the OWNER, the soil at that depth is unsatisfactory as foundation material because it contains marl, muck, organic matter, or other unsuitable material, the excavation shall be continued two (2) feet deeper, except if a suitable foundation material is exposed at a lesser depth, further excavation will not be required. 7. When the pipe to be installed in a trench requires the pipe installers to work under and around the pipe, the Contractor may request the OWNER that he be allowed to exceed the 12" maximum clearance, specifying the clear distance desired. 8. The ends of existing mains shall be temporarily capped or plugged to keep them clean and the ends of all mains shall be temporarily anchored to keep the joints from blowing apart from internal pressure until the new mains can be reconnected to them. 02314 - 3 Project #19356 OPA-LOCKA 10/2022 9. In addition to specific construction methods specified, the general requirements in subsequent subsections, below, shall apply to the work of this project. 3.03 DEWATERING A. Any water which accumulates in the excavations for structures shall be removed promptly by means satisfactory to the Engineer of Record in such a manner as to not create a nuisance to adjacent property or public thoroughfare. Pumps and engines for dewatering systems shall be operated with mufflers and at a minimum noise level suitable to a residential area. The Contractor shall be responsible for any nuisance created due to the disposal of the water from his drainage system. B. Where applicable, the Contractor shall be required to obtain all necessary permits approving the location and proposed method of disposal before discharging water from any excavation into any portion of the public right-of-way or into any existing drainage structure or facility. 3.04 STOCKPILED MATERIALS Suitable materials removed from the excavation shall be stored and disposed of in a manner which will not interfere with traffic at the site. Material suitable for backfill and not needed for backfill at the structure, but needed elsewhere shall be stockpiled until moved and used elsewhere. 3.05 BACKFILL A. The excavation shall then be brought to the structures bottom elevation by placing and compacting 6 -inch layers of Oolitic limerock (or material previously defined) to 95 percent of maximum density as determined by AASTHO T-180. Structural fill shall be supplied by the Contractor except as may otherwise be carefully selected from excavated material if deemed suitable in the opinion of the Engineer. Backfill around new structures up to the pavement base or surface of the ground shall be material not exceeding 6 -inches in diameter, and shall be compacted in layers not exceeding 9 inches. Each layer shall be compacted with a powered hand tamper, or other approved method to at least 98% of maximum density as determined by AASHTO T-180 B. Backfill for precast manholes shall be drainfield limerock or specified pipe bedding material to a level to receive the manhole at the proper elevation. END OF SECTION 02314 - 4 Project #19356 OPA-LOCKA 10/2022 SECTION 02505 CLEANING AND TESTING OF MAIN PART1. GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish all material, labor and equipment necessary to clean and test the force main and/or water main. B. Pipelines for Potable Water Mains shall be pressure tested at 150 psi for a minimum of two (2) hours in accordance with Health Department requirements. C. Pipelines for Sewage Force mains shall be pressure tested at 100 psi for a minimum of two (2) hours. D. The Contractor is advised that he is solely responsible for any damage caused to the main or it's lining by cleaning operations and he shall be required to repair or replace, as required by the OWNER, any damaged pipe or lining. E. Potable water mains shall be disinfected and approved for use by the Health Department prior to placing the main in operation. 1.02 SUBMITTALS A. Prior to cleaning operations, submit in writing to the Engineer, the make, model and characteristics of the pig to be used in cleaning operations. B. If the pig has not been previously approved for this use by the OWNER, the submittal shall be a formal shop drawing submittal for approval and accompanied by a letter signed by a responsible officer of the manufacturing firm specifically stating that the submitted item will not damage the lining or pipe and that it is suitable for cleaning pipe of the diameter and lining type utilized in the project. C. Single submittals may be made to qualify different types of pigs for different linings or sizes of pipe but only one manufacturer's products shall be included in a particular submittal. 1.03 QUALITY ASSURANCE A. Testing shall be in accordance with ANSI/AWWA Standard C-600, latest edition. B. Cleaning and testing shall be performed in strict accordance with these specifications. 02505-1 OPA-LOCKA 10/2022 C. The Contractor is cautioned that Miami Dade County or other governing body having jurisdiction over the work location may have regulatory rules and ordinances prohibiting or limiting the discharge of water from any excavation into sanitary and storm sewer systems, or to canals and drainage ditches. The Contractor shall comply with all regulations of all governing agencies. PART 2. PRODUCTS 2.01 MATERIALS A. Pig for cleaning lines: Bare Swab No. 5B; density, 1 Ib./ft.3; Knapp Polly Pig, Inc., 1209 Hardy Street, Houston, Texas 77020, 1-800-231-7205, or approved equal. PART 3. EXECUTION 3.01 CLEANING A. As soon as the installation of each run of force main and/or water main is completed, and prior to installation of valves on the main in positions which would interfere with the cleaning operation, the line shall be cleaned by use of a pig with characteristics as specified above. The pig shall be driven through the line by water pressure and no cables, push rods or other mechanisms that might damage the pipe or lining shall be utilized in this operation. B. Thorough pigging will be required and operations shall be sufficient to remove all deleterious materials left in the pipe by construction and shall meet the Engineer's approval. If required by the OWNER, pigging operations shall be scheduled to allow observation by the OWNER and no extra compensation will be allowed for such scheduling. C. The Contractor shall furnish and install all piping necessary to carry out pigging operations, dispose of water and debris from the operation, and shall exercise care to prevent any damage to the surrounding area and adjoining or adjacent properties. The Contractor shall furnish either a new or in new condition pig for cleaning operations and the OWNER reserves the right to reject the pig and require provision by the Contractor of a new replacement at no additional cost to the OWNER. D. The Contractor is required to install nightcaps, plugs or other devices acceptable to the Engineer at the open ends of the pipe installation at the end the work day. This requirement shall apply to installations both above and below the water table. 3.02 TESTING A. The test pressure for potable water mains shall be 150 psi. The test pressure for sewage force mains shall be 100 psi. 02505-2 OPA-LOCKA 10/2022 B. After the main has been cleaned to the satisfaction of the Engineer, any valves which could not be placed prior to pigging operations shall be installed using care to prevent entrance of deleterious materials into the cleaned main or valve body. Thereafter the main shall be tested between line valves unless otherwise specified or permitted by the Engineer. Corporation stops shall be installed prior to testing and shall be included in the test with no leak permitted. C. All fire hydrants, corporation stops, air release valves, flushing valves, and meter valves in the section being tested shall be opened and left open until water comes out of them, in order to remove as much air as possible from the line. D. The Contractor shall furnish and install all necessary pumps, piping and fittings, including the corporation stop, to connect the section under test to the source of water. The test pump shall be a centrifugal or gear pump producing a steady pressure free of pulsation. Water from a fire hydrant shall be measured with a floating meter. E. The Contractor shall furnish and install all necessary pumps, piping and fittings, including the corporation stops, to connect the section under test to the source of water. The test pump shall be a centrifugal or gear pump producing a steady pressure free of pulsation. The test pressure shall be maintained throughout the duration of the test. Unless otherwise permitted by the Engineer, no static testing will be allowed. F. All corporation stops in the section being tested shall be opened and left open until water comes out of them, in order that as much air as possible may be removed from the line. Water shall be pumped into the line through the meter up to the required pressure, and pumping shall be continued to maintain that pressure for a period of 2 hours, or such longer period as the Inspector requires to inspect the line for leaks. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof, to maintain the specified leakage test pressure after the air in the pipeline has been expelled and the pipe has been filled with water. G. Since the allowable leakage is defined in gallons per hour, testing shall be conducted in, at a minimum, two independent 1 hour test periods. H. The maximum allowable leakage for ductile iron mains shall be determined by the following formula from the ANSI/AWWA Standard C600 "Installation of Ductile -Iron Water Mains and Their Appurtenances", latest edition: L = SD times the square root of P 148,000 1. Where: L is the allowable leakage in gallons per hour; S is the length of pipeline tested in feet; D is the nominal diameter of the pipe in inches; and P is the average test pressure during the leakage test, in pounds per square inch gage. 02505-3 OPA-LOCKA 10/2022 I. No pipe installation will be accepted if the leakage is greater than that determined by the above requirements. J. The Contractor shall locate and repair all leaks until the leakage is reduced to the limits specified. The Contractor may use the leak detector belonging to the OWNER but shall reimburse the OWNER for the actual cost of the operation of the instrument by OWNER personnel. Any observed leaks or any obviously defective joints or pipes shall be repaired or replaced as directed by the Engineer, even though the total leakage is below that specified above. K. The tests and repairs shall be continued or repeated until the Engineer is assured that the leakage from the section of line under test is less than the amount specified. END OF SECTION 02505-4 OPA-LOCKA SECTION 02536 PRECAST MANHOLES & COVERS PART 1 - GENERAL 1.01 SCOPE OF WORK: 10/2022 This section includes minimum construction requirements for standard sewer manholes and precast concrete wet wells. It also includes precast concrete manhole sections with bell and spigot joints with masonry transition to covering, anchorage, coating/lining and accessories. 1.02 REFERENCES: Unless otherwise indicated, all materials, workmanship and practices shall be in accordance with the current editions of the following standards: A. Florida Building Code B. ACI 318, Building Code Requirements for Reinforced Concrete; ACI 350 Code Requirement for Environmental Engineer Construction Structures. C. PCI MNL 116, Manual for Quality Control for Plants and Production of Precast Concrete Products. D. ASTM C62 - Specification for Building Brick (Solid masonry units made from Clay or shale). E. ASTM C478 - Precast Reinforced Concrete Manhole Sections. F. ASTM A123 - Zinc (Hot -Dipped Galvanized) Coatings on Iron and Steel Products. 1.03 SUBMITTALS, INSPECTIONS: Submit the following information for approval. Fabrication shall not begin until submission has been approved. A. Satisfactory evidence that plant and production methods meet the requirements of PCI MNL 116 for the Quality Control of the Precast Plant, Concrete Batch Plant and Testing Lab. B. Submit Design mix to the Engineer prior to fabrication. C. Complete shop drawings of both concrete structure and castings and showing all dimensions, reinforcement data, concrete strengths, etc. If of a non-standard design or if required by the Engineer of Record submit design calculations and data. All computation shall bear the seal of a Professional Engineer registered in the State of Florida. D. Manhole and Wet Wells: The OWNER shall have the option of witnessing the manhole wet well pour, reinforcing or formwork prior to fabrication. Provide the Engineer a schedule of the manhole fabrication at the preconstruction meeting. 02536 - 1 R-10 OPA-LOCKA 10/2022 E. Provide a rebar cutting lists for Pump Station Wet Wells. The rebar cut list is not required for standard manholes. F. Cylinder breaks shall be done for each lot in accordance with FDOT Standards (max of 50 structures per LOT). The manufacturer shall maintain records of the cylinder breaks for each design mix. The 28 day concrete cylinder break reports shall be submitted to the OWNER once the 28 day before the project closeout. 1.05 QUALIFICATIONS: A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum five years documented experience. United Concrete Products, Landmark Precast, Concrete Products of the Palm Beaches, TJ Precast, US Concrete Products or Approved equal. B. Quality Control Plan approved by the FDOT. The testing laboratory and batch plant shall be included in the FDOT Quality Control Plan. C. The Precast Manufacturer shall have a stamp from the Quality Control Manager on each completed precast structure. The Quality Control Manager Stamp shall indicate that the manhole was constructed in accordance with ASTM C478 and Municipality Standards and the date that the structure was fabricated. 1.06 TRANPORTATION A. The precast concrete structure shall cure for a minimum of 72 hours. Transport of the precast structure to the jobsite is not allowed during the 72 hour curing period. B. Comply with all applicable requirements of FDOT Section 450-16 Handling, Storage, Shipping and Erection. PART 2 - PRODUCTS 2.01 MATERIALS: Precast manholes shall conform to the requirements of ASTM C478, latest edition, the Miami - Dade Water and Sewer Department Standard Details and the following: A. Properties: 1. Reinforcement of Grade 60 bars. (Pump Station Wet Wells require rebars not wire mesh reinforcing). 2. Concrete 4,000 psi. 3. Water Cement Ratio: 0.40 to 0.34 Standard Manholes, 0.34 Pump Station Wet Wells. 4. Waterstops: Ribbed PVC Waterstop with centerbulb. 02536 - 2 Project #19356 OPA-LOCKA 10/2022 B. Cement shall be Type 11 with a maximum aggregate size of #57. Aggregate shall be well graded to produce a less porous and stronger concrete. 1. Gravity Sewer System Manholes: In sanitary sewage applications, all manholes receiving the discharge of a force main, connecting to a major sewer line or interceptor sewer terminal manhole within a 350 foot radius of the pump station, drop manholes, or where called for in the plans and/or specifications shall have a concrete protective coating or a antimicrobial admixture in the concrete mix. The antimicrobial admixture in the concrete mix is specified below: a. An antimicrobial agent, ConMIcShield®, or approved equal, shall be used to render the concrete uninhabitable for bacteria growth. b. Contractor shall mix the liquid antimicrobial additive with the total water content of the concrete mix design in a proportion of 1 gallon per cubic yard. In the case of repairs to damaged concrete a proportion of 2 gallons per cubic yard shall be utilized. c. In some instances all of the concrete in the structure will receive the additive and in other instances only a portion of the concrete will receive the additive. Hence, the Contractor shall apply the additive only as directed in the specific instance. d. Precast Plant shall submit a letter of certification to the OWNER, stating that the correct amount and correct mixing procedure was followed for all antimicrobial concrete. e. ConM'cShield® antimicrobial additive shall be as manufactured by ConMIcShield® Technologies, Inc.; 541 Tenth Street NW #233, Atlanta, GA 30318; Phone: (877)543-2094. 2. Pump Station Wet Wells a. Pump Station Wet Wells shall have Xypex/BASF Crystalline Waterproofing Admixture or approved equal, applied at 2 to 3% of the weight of portland cement in the wet well by volume. The Crystalline Waterproofing Admixture shall be used in lieu of painting the exterior of the structure with Bitumastic Coal -Tar Epoxy. b. Do not use Con -Shield with the Crystalline Waterproofing Admixture c. Concrete Protective Coating Preparation: The precast concrete structure with the Crystalline Waterproofing Admixture is required to cure for 28 days prior to application of the concrete protective coating. Prepare the interior wet well surface with an epoxy cement underlayment compatible with the concrete protective coatings approved for Pump Station Wet Wells, Epoxytec CPP, Tnemic 218 or approved equal. C. Minimum shell thickness of manholes shall be eight (8) inches. D. Lifting holes through the structure will not be permitted. 02536 - 3 R-10 OPA-LOCKA 10/2022 E. Three to five courses of brick shall be constructed atop the manhole corbel for height adjustment. Manhole adjustment grade rings may be utilized in lieu of clay bricks. F. Precast Joints above Elevation +4.0. and Waterproofing 1. Standard Manhole: Ram-Nek preformed plastic joint filler, Swellseal Hydrophillic Waterstop by Deneef, or approved equal. Apply Non -Shrink Grout both inside and outside of the joint. Wrap the outside Corbel and Exterior joint with a heat activated high shrink membrane. 2. Pump Station Wet Wells: Ram-Nek preformed plastic joint filler, Swellseal Hydrophillic Waterstop by Deneef, or approved equal. Apply Xypex Concentrate Cementitous Slurry or approved equal to the exterior and interior of the joint between precast members for waterproofing. G. Holes for pipe connections, with a diameter equal to the outside dimension of the connecting pipe plus an additional 4 -inches, shall be formed in the manhole walls. No cutting or chipping of the pre -formed holes, or cutting additional holes in the precast concrete walls will be permitted. H. The bottom slab shall be cast monolithically with the lower section and the longitudinal reinforcement extending into the slab. The free air drop of the mix shall not exceed five feet. I. No construction joints will be allowed below an elevation of four feet above mean sea level. Construction joints will be allowed above elevation+4.0, if adequate keyways and waterstops, approved by the OWNER (Ribbed PVC waterstop with centerbulb), are provided. The OWNER may approve an alternate joint method in cases of excessively deeper and heavy structures. J. Built-in ladders or climbing rungs will not be permitted in any sanitary sewer manhole and only in other structures where shown on the Plans and called for in the specifications. K. Openings shall be sealed with hydraulic cement non -shrink grout on both the exterior and interior of the structure. L. Furnish manholes with accessories listed under "Manhole Accessories", below. M. Lid and Frame: See Section 05550, "Castings". N. Waterproofing: Xypex Crystalline Waterproofing Admixture C -1000R with red dye or approved equal, applied at 3% of the volume of Portland cement in the manhole by volume. Rheomac 300D Admixture as manufactured by BASF with red dye applied at 2% of the volume of Portland cement in the manhole by volume. The Crystalline Waterproofing Admixture may be used in lieu of painting the exterior of the structure with Bitumastic Coal -Tar Epoxy. Note: The Engineer may accept certification from the precast fabricator in lieu of the red dye. 02536 - 4 Project #19356 OPA-LOCKA 2.02 CLAY BRICK UNITS AND GRADE RINGS 10/2022 A. Clay brick shall be used in manhole construction. Clay brick shall conform to ASTM Standard C32, "Building Brick (Solid Masonry Units Made from Clay or Shale)". Bricks shall have true edges and sharp corners and shall have been cured for at least 14 days before being placed in any wall. Under no circumstances shall brick with holes be utilized anywhere in construction of a manhole or other structure unless specifically called out on the Plans or in the Specifications. B. Manhole adjustment grade rings may be utilized. Rings shall be made of 100% recycled HDPE and available in cone opening diameters of 24, 27, 30 and 36 -inches. Slope adjustment shall be attained by rotation of "wedge" rings from 4.1 % to 0% grade. Rings shall have been tested to withstand HS25 loading through at least 1,100,000 cycles without cracking or other damage. Rings shall not be damaged by hydrogen sulfide manhole conditions and shall be waterproof when assembled with approved butyl sealant. Ring shall weigh six pounds or less and be equipped with UV inhibitor. Rings shall have been in successful service in multiple locations within the US for at least ten years and shall be warranted for five years. Rings shall be LadTech, Inc. HDPE Recycled Adjusting Rings or approved equal. C. Exterior Shrink Membrane not required on the HDPE Grade Rings. 2.03 MORTAR AND GROUT: As specified in Section 04060 and 03600, respectively. Only Type 11 cement shall be used. 2.04 REINFORCEMENT: As specified in Section 03300. 2.05 SUMP: Where required, formed integrally with the base slab. 2.06 CONCRETE PROTECTIVE COATINGS (Gravity Sewer Manholes) A. For manholes standard manholes that do not have a concrete protective coating or an antimicrobial additive (ConShield)in the mix, coat the interior of the manhole with Bitumastic 300M or approved equal, 16 mils minimum thickness. The manholes with a concrete protective coating or ConShield anti -bacterial admixture shall not have Bitumastic on the interior of the manhole. Locations that require a Concrete Protective Coating or the Con Shield Admixture: 1 Manholes receiving the discharge of a force main. 2 Manholes within a 350 foot radius of a pump station wet well. 3 Drop manholes (if a drop connection is added to an existing manhole the existing manhole shall be rehabilitated with a concrete protective coating). 4 Any manhole location determined by the Engineer to have the probability of generating large quantities of sewer gas. B. All concrete protective coating systems shall be pre -approved by the Water and Sewer Department based on testing done within the WASD system. Only products that have had a successful test application within the Miami -Dade Water and Sewer Department system and approved by WASD forces shall be allowed. 02536 - 5 R-10 OPA-LOCKA 10/2022 PREAPROVED PRODUCTS LIST- concrete protective coatings (standard manholes) 1. Available Manufacturers: The manhole coating products below have passed the WASD testing protocol and have been approved for use for rehabilitation of standard manholes. The manhole rehabilitation products shall be used as a complete system with no third party products used unless approved in writing by the coating manufacturer. A one year warranty on the complete coating system from the project completion is required. a. Uroflex as manufactured by Epoxytec International b. PPC as Manufactured by Polymorphic Polymers Corporation c. SP15 Spray Mortar, Sewer Guard HBS 100 Epoxy Liner by BASF d. Permaform MS -10,000 Fortified with ConShield or Cor-Guard Epoxy e. SprayRoq, Spray Wall and SprayShield GT Coating f. GEOKRETE System as manufactured by Quadex g. Mainstay DS -5 High Build Epoxy, Mainstay ML -72 Restoration Mortar h. GML Coating System: Green Monster Epoxy, GML-30 and GML-60 Epoxy Cement 1. Raven Lining System: Raven 405 Epoxy, Raven 755 Epoxy Mortar 2. The manhole chimney shall utilize a flexible concrete protective coating. The acceptable flexible interior coatings for the manhole Chimeny are Epoxytec Uroseal, Uroflex or Geokrete. C. Due to the probability of sewer gas generation, all manholes receiving the discharge of a force main, connecting to a major sewer line or interceptor sewer, drop manholes, or within a 350 -foot radius of the terminal manhole immediately upstream of the pump station shall be either constructed of concrete containing ConM'cShield® antimicrobial additive or lined on all interior concrete surfaces with a pre -approved concrete protective coating or approved equal. Concrete protective coating system shall fully protect openings, such as for pipes, to insure that corrosive attack cannot take place at these locations. Protective system design for these areas will be checked as shop drawings. Note that boot systems are not accepted by the OWNER. Since the proprietary grouts used to close the annular area between the manhole wall and pipe entering or leaving the manhole are not compatible to the addition of Con"" cShield® these areas require liner or coating (as acceptable to the Engineer) protection even in manholes constructed of concrete containing this material. D. All manhole exterior surfaces, from finished grade to base, shall be coated with Carboline Bitumastic 300M, 2 coats 16 mils minimum thickness or have Xypex/BASF Crystalline Waterproofing Admixture, applied at 2 to 3% of the volume of portland cement in the manhole by volume. The Crystalline Waterproofing Admixture may be used in lieu of painting the exterior of the structure with Bitumastic Coal -Tar Epoxy. E. If ConMIcShield® anti -microbial agent is used, interior coating and liners can be eliminated except as specified above. 2.07 CONCRETE ADDITIVE AND PROTECTIVE COATINGS (Pump Station Wet Wells) 02536 - 6 Project #19356 OPA-LOCKA 10/2022 A. Waterproofing Additive: Xypex Crystalline Waterproofing Admixture or approved equal, applied at 3% of the weight of Portland cement in the manhole by volume. The concrete protective coating shall be applied a minimum of 28 days after the casting of the reinforced concrete structure in order for new concrete to cure. B. Epoxy Cement Underlayment to smooth and prepare concrete surface Epoxytec Ceramico, Tnemic 218 or approved equal. C. Preapproved Concrete Protective Coating for Pump Station Wet Wells 1. Uroflex Coating System as manufactured by Epoxytec International 2. PPC as Manufactured by Polymorphic Polymers Corporation 3. or approved equal 2.08 MANHOLE ACCESSORIES: All new sanitary sewer manholes shall be furnished with the following items. Where existing manholes will be modified or are scheduled to be refurbished, rehabilitation shall also include the following items unless otherwise approved by the OWNER. A. Provide concrete protective coating system for manholes installed in locations identified to have high levels of sewer gas. B. Provide high density polyethylene manhole infiltration inserts in accordance with Section 02625, unless the OWNER requires the installation of stainless steel insert. C. Exterior Shrink Membrane on Corbel and Exterior Joint; On all manholes (excluding the HDPE grade rings)install a heat activated, high shrink membrane, on the manhole's exterior, at each section joint and from the cast iron frame to the corbel section. Membrane shall be Wrapid Seal, by Canusa Corrosion Protection and Sealing, or approved equal with the following properties: PRODUCT COMPONENT PROPERTY TEST STANDARD UNIT RESULTS ADHESIVE Softening Point ASTM E28 Deg. C (Deg. F) 100 (212) Lap Shear Strength DIN 30 672 N/cm2 (psi) 8 (12) BACKING Tensile Strength ASTM D638 MPa (psi) 20 (2900) Elongation ASTM D638 % 600 Hardness ASTM D2240 Shore D 46 Abrasion Resistance ASTM D1044 mg 45 SLEEVE Peel Strength ASTM D1000 N/cm2 (psi) 15 (9) Water Absorption ASTM D570 % 0.05 02536 - 7 R-10 OPA-LOCKA 10/2022 Low Temp. Flexibility ASTM D2671 D Deg. C -40 (-40) (Deg. F) PART 3 - EXECUTION 3.01 EXCAVATION: A. Refer to Section 02314, "Excavation, Backfill and Fill for Structures" for specific procedures, requirements and testing methods appurtenant to the work under this Section. B. Excavation shall extend to a level 12 -inches below the level of the outside bottom of the base slab. If necessary, provide sheeting and shoring for the excavation. C. Backfill resulting excavation with drainfield limerock or specified bedding material to a level to receive the structure at the proper elevation. 3.02 GENERAL INSTALLATION A. The precast base shall be set level, with the walls plumb on the graded crushed rock bedding. B. If any surfaces of structures are exposed to view and to a depth of 6 inches below grade, the Contractor shall fill all depressions and all air holes with mortar, dampen surfaces, and apply an approved bonding agent then spread slurry, consisting of one part cement and one and one-half parts sand, by damp loose volume, on the surface with clean burlap pads and sponge rubber floats. The Contractor shall remove any surplus by scraping and then rubbing with clean burlap. Finish surface shall be suitable to receive paint. 3.03 INSTALLATION OF MANHOLES A. Place base slab and manhole sections plumb and level. Coat exterior of precast structure with Bitumastic 300M or approved equal. Install heat activated, high shrink membrane, on the manhole's exterior, at each section joint and from the cast iron frame to the corbel section. B. During all backfilling operations, the backfill level shall be kept even on all sides of the structure. Exercise every precaution to prevent damage to, or unplanned loading of, the structures and its appurtenances. C. Lay clay brick in running bond. A minimum of three and a maximum of five courses shall be constructed atop each manhole corbel. Lay masonry units in full bed of mortar, with full head joints, uniformly jointed with other work. Stucco inside and out with 3/4 -inch of mortar. D. Set cover frames and covers level without tipping, to correct elevations. E. Exterior surfaces of all structures shall be painted prior to the installation as specified elsewhere herein. 02536 - 8 Project #19356 OPA-LOCKA 10/2022 F. Openings shall be sealed with non -shrink grout. No expanding grout shall be allowed. G. After satisfactory installation and testing, all interior concrete surfaces of the new manhole shall be seal coated in accordance with Section 2.06-A. H. The invert channels of the manhole shall be formed of brick or brick rubble thoroughly bedded and covered with sand -cement grout, accurately shaped to a semi -circular bottom conforming to the lower half of the connecting sewer pipe. Steep slopes outside the invert channels shall be avoided. Changes in size and grade shall be made gradually and evenly. Changes in the direction of the sewer or entering branch shall be a smooth curve with radius as long as practicable. I. It shall be the Contractor's responsibility to assure that the frames and covers are set to match proposed finish paving grades at the manhole locations. J. Gravity sewers shall connect to the manholes in accordance with Standard Details SS 7.0 and Section UC-250 "Gravity Sewer Systems". 3.04 ALTERNATE INSTALLATION Installation methods given below in this Section shall only apply if permission is granted by the Engineer of Record to use the "Alternate Method of Construction" as specified elsewhere herein. All provisions of that Section shall be applied to the installation of the structures with the specific modifications as follows: A. Excavation Excavation shall be carried to a depth of two feet below the bottom of the base slab. B. Special Bedding 1. Bedding shall be crushed stone or gravel meeting the requirements of ASTM Standard C33 "Concrete Aggregates", latest edition, gradation 67. 2. The bedding shall be placed in the excavation from cut bottom to the level of the bottom of the slab. Thereafter it shall be thoroughly rammed and tamped by use of a crane and weight or other means suitable to the Engineer of Record to provide a stable base for the structure. Tamping and, if necessary, additional filling shall be carried on until the Engineer of Record is satisfied that a suitably stable base has been created for the structure. C. Backfill 1. After the structure is installed, special bedding material as specified immediately above shall be carefully hand or machine tamped around the structure up to a level of no more than eighteen inches above the water level. Thereafter the procedures and materials specified for backfill and compaction, shall be used to complete the installation. 02536 - 9 R-10 OPA-LOCKA 10/2022 2. During all backfilling operations the backfill level shall be kept even on all sides of the structure and the Contractor shall exercise every precaution to prevent damage to, or unplanned loading of, the structure or its appurtenances. END OF SECTION 02536 - 10 Project #19356 OPA-LOCKA 10/2022 SECTION 02741 PRIME AND TACK COATS PART 1 -GENERAL 1.01 SCOPE OF WORK The work specified in this Section consists of the application of bituminous material on previously prepared base in accordance with these specifications and in conformity with the line, grades, dimensions and notes shown on the Drawings. PART2-PRODUCTS 2.01 MATERIALS A. Liquid Asphalt for Prime Coat shall be Asphalt Emulsion Prime (AEP) meeting the requirements of D.O.T. Specifications Section 916-4 and Section 300. B. Liquid Asphalt for Tack Coat shall be Asphalt Emulsion Prime (AEP), conforming to the requirements of D.O.T. Specification Section 916-4 and Section 300. 2.02 EQUIPMENT A. The pressure distributor used for placing the tack or prime coat shall be equipped with pneumatic tires having sufficient width of rubber in contact with the road surface to avoid breaking the bond of or forming a rut in the surface. The distance between the centers of openings of the outside nozzles of the spray bar shall be equal to the width of the application required, within an allowable variation of 2 -inches. The outside nozzle at each end of the spray bar shall have an area of opening of not less than 25 percent, nor more than 75 percent in excess of the other nozzles which shall have uniform openings. When the application covers less than the full width, the normal opening of the end nozzle at the junction line may remain the same as those of the interior nozzle. B. Application of prime or tack coat shall be done with a distributor approved by the Engineer of Record. PART 3 - EXECUTION 3.01 PREPARATION A. Before applying any bituminous material, all loose material, dust, dirt, and foreign material, which might prevent proper bond with the existing surface, shall be removed. Particular care shall be taken to clean the outer edges of the strip to be treated in order to insure that the prime or tack coat will adhere. 02741 - 1 Project #19356 OPA-LOCKA 10/2022 B. When the prime or tack coat is applied adjacent to curb and gutter, or any other concrete surface (except where they are to be covered with a bituminous wearing course) such concrete surfaces shall be protected by heavy paper or other protective material while the prime or tack coat is being applied. Any bituminous material deposited on such concrete surfaces shall be removed immediately. 3.02 WEATHER LIMITATIONS No bituminous material shall be applied when the air temperature is less than 50°F in the shade, or when the weather conditions or the condition of the existing surface is unsuitable. In no case shall bituminous material be applied while rain is falling or when there is water on the surface to be covered. 3.03 APPLICATION OF PRIME COAT A. After the base has been finished, the full width of surface shall be swept with a power broom supplemented with hand brooms and mechanical blowers prior to the application of the prime coat. Care shall be taken to remove all loose dust, dirt and objectionable matter. If deemed necessary, the base shall be lightly sprinkled with water immediately in advance of the prime coat. The prime coat shall be applied to the full width of the base. B. The temperature of the prime material shall be such as to insure uniform distribution. The material shall be applied with a pressure distributor as specified above. The amount to be applied shall be sufficient to coat the surface thoroughly and uniformly without any excess to form pools or to flow off the base. For limerock base, the rate of application shall not be less than 0.10 gallons per square yard. C. If the roadway is to be opened for use following the application of the prime material, a light uniform application of clean sand shall be applied and rolled. The sand shall be nonplastic, shall be free from silt and rock particles and shall not contain any sticks, vegetation, grass, roots or organic matter. After the sand covering has been applied, the surface may be opened to traffic. 3.04 APPLICATION OF TACK COAT A. In general, a tack coat will not be used on primed bases except in areas which have become excessively dirty and cannot be cleaned or where the prime has cured and lost all of its bonding effect. B. No tack coat shall be applied until the primed base or leveling course or new or existing asphaltic concrete has been cleaned and is free from sand, dust or other objectionable material. C. The tack coat shall be applied with a pressure distributor as specified above. It shall be heated to a suitable consistency and applied in a thin uniform layer at the rate of between 0.05 gallons and 0.15 gallons per square yard. D. The tack coat shall be applied sufficiently in advance of the laying of the wearing surface to permit drying, but shall not be applied so far in advance or over such an area as to lose its 02741 - 2 Project #19356 OPA-LOCKA 10/2022 adhesiveness as a result of being covered with dust or other foreign material. The tack coat shall not advance ahead of the paving by more than 300 feet in business or residential areas unless otherwise approved by the Engineer. Suitable precautions shall be taken by the Contractor to protect the surface while the tack coat is drying and until the wearing surface is applied. END OF SECTION 02741 - 3 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 02741 - 4 Project #19356 SECTION 02745 PAVEMENT REMOVAL AND REPLACEMENT PART1-GENERAL 1.01 SCOPE OF WORK A. Work included under this Section covers the furnishing of all labor, equipment and material required for cutting, removing, protecting, constructing, replacing or stabilizing all existing roadways, driveways and pavements. B. All existing utility castings, including valves boxes, junction boxes, manholes, handholes, pull boxes, inlets and similar structures in the areas of trench restoration, pavement replacement and pavement overlay shall be adjusted by the Contractor to bring them flush with the surface of the finished work. 1.02 QUALITY CONTROL The phrase "DOT Specifications" shall refer to the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. The DOT Specifications, are referred to herein and are hereby made a part of this Contract to the extent of such references, and shall be as binding upon the Contract as through reproduced herein in their entirety. 1.03 DAMAGE BY CONTRACTOR A. The Contractor shall protect from damage by construction operations, all pavements, including all base courses and surface courses, within the work area. B. Any base course or surface course beyond those limits, damaged as a result of the Contractor's operation, shall be restored in accordance with the applicable requirements of these Specifications, to the satisfaction of the OWNER, and to the satisfaction of the governing authority having jurisdiction over the work area. C. Any damage to adjacent lanes of pavement will require the Contractor to resurface the entire lane width for a length, as approved by the OWNER. When the damage amounts to 25 percent or more in any one block (approximately 600 feet), the Contractor shall resurface the entire width of the lane in which the damage occurred for the entire block. D. The Contractor is hereby notified that wherever the line for repaving for trenches extends one foot into the edge of the existing paving, he shall repave to this edge only. Full lane paving will not be required. Damage to the pavement beyond this line by the Contractor will require that he repave the full width. 02745 - 1 Project #19356 E. In order to protect himself from being held liable for any existing damaged pavement, including detour routes, the Contractor is advised to notify in writing the authority having jurisdiction over the street where such defective pavement exists prior to proceeding with any work in the vicinity. A copy of all such notices shall be forwarded to the OWNER. PART 2- PRODUCTS 2.01 MATERIAL, GENERAL A. Limerock Base: The limerock base shall consist of either one or two courses limerock obtained from local sources where the overburden was removed from the pits prior to mining operations. The limerock shall comply with the requirements of DOT Specifications, Section 200 and Section 911 for Miami Oolite limerock, with a maximum size of the aggregate to be 1-1/2 inches. B. Prime Coat and Tack Coat shall be as specified Section 02741. C. Asphaltic Concrete: The materials and construction of the asphaltic concrete patch and surface courses shall be Superpave Asphaltic Concrete TYPE SP 9.5 (Traffic C) conforming to Sections 330, 334 and 916 of the DOT Specifications. PART 3 - EXECUTION 3.01 INSTALLATION, GENERAL A. Permanent pavement repair shall be in accordance with the details shown in the Standard Details herein, with edges straight and parallel and patches rectangular in plan. Replace any paving, beyond the limits shown in the details and as called for in the Specifications, as required. Where trenches are located out of the existing pavement and damage occurs to the pavement, that pavement shall also be replaced by the Contractor. B. Pavement markings removed or obliterated by the Contractor's operations shall be promptly replaced, in kind, to the satisfaction of the Miami -Dade County Department of Public Works, Traffic Engineering Division, or other authority having jurisdiction over the work area. C. All equipment necessary for construction shall be on the job site in first class working condition. Spilling or dropping of petroleum products is prohibited and all defective equipment shall be removed or replaced immediately. The Contractor shall be subject to all DERM (Department of Environmental Resources Management) regulations and clean up requirements. D. The percentages of maximum density for subgrade and limerock base specified herein are minimum. Greater percentages of maximum density shall be obtained, if so required, by the governing authority having jurisdiction over the work location. 02745 - 2 Project #19356 E. Asphaltic concrete mixtures shall be obtained only from plants which comply with the requirements of D.O.T. Specifications, Section 320 as applicable, using materials specified herein, and producing the specified mixture. General construction requirements for all hot bituminous mixtures specified herein shall conform to D.O.T. Specifications, Section 330, as applicable. F. Asphaltic concrete shall be laid only where the surface to be covered is intact, firm, cured and dry, and only when weather conditions are suitable. The temperature of the mixture at the time of spreading shall be within limits of Florida D.O.T. specifications or within 25 degrees of the temperature set by the OWNER. No mixture shall be spread when the air temperature is less than 40 degrees Fahrenheit. G. Any mixture caught in transit by a sudden rain may be laid at the Contractor's risk, if the base is in suitable condition. Under no circumstances shall asphaltic material be placed while rain is falling, or when there is water on the area to be paved. H. Subgrade: Roadway subgrades shall be stabilized to the minimum depth shown on the Drawings to a Limerock Bearing Ratio of not less than 40. Stabilizing shall be Type B as defined in Section 160 of the DOT Specifications. Stabilization may require the addition and thorough mixing in of crushed limerock, course limerock screenings, or any other stabilizing material acceptable to the OWNER. The stabilizing material shall be applied in such quantity that, after mixing and blending, the subgrade will have a LBR of not less than 40. Stabilizing material shall be mixed or blended in the subgrade material by plowing, scarifying, disking, harrowing, blading and mixing with rotary tillers until the mixed materials are of uniform bearing value throughout the width and depth of the layer being processed. I. At least three density determinations shall be made on each day's final compaction operations on each course, and the density determinations shall be made at more frequent intervals if deemed necessary by the OWNER. J. Limerock Base: The limerock base shall be constructed in accordance with Sections 200 and 911 of the DOT Specifications, to the thickness and width indicated on the Drawings. K. After spreading of the base material is completed, the entire surface shall be scarified and shaped so as to produce the exact grade and cross section after compaction. For double course base, this scarifying shall extend a depth sufficient to penetrate slightly the surface of the first course. The maximum depth of each lift shall be 4 -inches. L. When the material does not have the proper moisture content to insure the required density, wetting or drying shall be required. If the material is deficient in moisture, water will be added and uniformly mixed in by disking the base course to its full depth. If the material contains an excess of moisture, it shall be allowed to dry before being compacted. As soon as proper conditions of moisture are attained, the material shall be compacted to an average density not less than 98 percent maximum density as determined in more than one course, the density shall be obtained in each lift of the base. M. During final compacting operations, if blading of any areas is necessary to obtain the true grade and cross section, the compacting operations for such areas shall be completed prior to making the density determination on the finished base. 02745 - 3 Project #19356 N. Unless otherwise directed by the Engineer of Record, the surface shall be "hard -planed" with a blade grader immediately prior to the application of the prime coat to remove the thin glaze or cemented surface and to allow free penetration of the prime material. The materials planed from the base shall be removed from the base area. O. If cracks or checks appear in the base, either before or after priming, which in the opinion of the OWNER, would impair the structural efficiency of the base course, the CONTRACTOR shall remove such cracks or checks by rescarifying, reshaping, adding base material where necessary and recompacting. P. Mixing Base and Subgrade: If at any time the subgrade material shall become mixed with the base course material, the CONTRACTOR shall, without additional compensation, dig out and remove the mixture, reshape and compact the subgrade and replace the materials removed with clean base material, which shall be shaped and compacted as specified above. Q. Asphaltic Concrete: The spreading, compacting and jointing the wearing surface shall be in accordance with Sections 330 and 334 of the DOT Specifications to the thickness indicated on the Drawings. 3.02 TEMPORARY PAVING A. Prior to commencing excavation, the asphalt surface shall be saw -cut within the limits of the allowable trench width. Temporary paving will be required along the entire route where the original paved surface is removed. Unless otherwise approved by the OWNER, temporary paving shall be placed the same day the trench is backfilled. The trench shall be backfilled up to a level 1 inch below the existing pavement surface and a temporary, cold mixed sand/asphalt pavement shall be constructed up to the level of the existing pavement surface. The liquid asphalt shall be Grade RC -70, conforming to the requirements of D.O.T. Specifications, Section 916-2. The sand shall conform to the requirements of D.O.T. Specifications, Section 902 for fine aggregate. B. The cold mix is to be installed one block at a time, not crossing any intersection, or a maximum of 1,200 feet shall be completed before the Contractor may move forward with his excavation work. Backfill, compaction and temporary paving is to keep pace with the pipe installation. Written permission must be obtained from the OWNER and the municipal agency permitting the work to allow greater lengths than 1,200 feet. Permitting agencies may reduce the allowable limits in their permit, or for other unforeseen right-of-way conditions. C. Prior to completion of the work and within a maximum of 30 calendar days, the Contractor shall remove the 1 inch of cold mix and surplus backfill. He shall replace it with the specified compacted limerock base course and asphaltic within the specified working limits. Municipal agencies permitting this work may accelerate the time for removal of the cold mix, at their discretion. D. The temporary pavement shall be maintained by the Contractor in a condition satisfactory to the OWNER until its removal. Removal shall include any surplus backfill material. Replacement of the temporary pavement with permanent pavement shall be made within 30 02745 - 4 Project #19356 days. In replacing the temporary paving with permanent pavement, all work shall be completed in sections compatible with specified traffic maintenance procedures. E. The Contractor may elect to install a suitable temporary hot mix asphaltic pavement, to be left in -place, in lieu of cold mix, when the hot mix asphalt is left in -place and installed over properly compacted limerock base course. This temporary pavement shall be incorporated into the specified permanent pavement restoration as part of Type I paving restoration. F. Sand seal on the limerock base course will not be permitted in lieu of temporary paving. G. Unless otherwise approved by the OWNER, temporary paving, shall be placed within twenty-four hours following the completion of backfilling. 3.03 TYPE I PAVING REPAIR (Limerock Base - Asphaltic Concrete Surface) A. Type I paving repairs shall be made with an 8 -inch thick compacted limerock base and a minimum 2 -inch thick asphaltic concrete surface, as detailed in the Standard Details. On Public Works roads asphaltic concrete shall have a compacted thickness of 2 -inch, placed in a minimum of two (2) compacted 1 -inch lifts. B. The backfill previously placed and compacted shall be excavated to the required depth below the existing road surface and the existing paving shall be cut back beyond all excavations, using an abrasive disc saw to trim the edges to straight and true lines, minimum width for the limerock base shall be equal to the trench width plus 2 feet. Eight inches of limerock base shall be placed in two layers, each layer compacted to not less than ninety-eight percent (98%) density in accordance with Section 200 of D.O.T. Specifications. During rolling, the base shall be wetted down, as necessary, to secure the greatest possible compaction. After rolling, the entire surface of the base shall be thoroughly scarified to a depth of not less than 3 inches and shaped to conform to and be parallel with the existing surface, then watered and rolled again. Rolling and watering shall continue until the entire depth of the base is bonded and compacted into an unyielding mass. C. If at any time the subgrade material becomes mixed with the limerock base course materials, the Contractor shall, without additional compensation, dig out and remove the mixture, reshape and compact the subgrade and replace the materials removed with clean rock which shall be watered and rolled until satisfactorily compacted. D. After the limerock base course has been properly prepared and is dry and ready to receive the wearing surface, a tack coat of emulsified asphalt, in accordance with Section 02741, shall be applied at a rate of 0.10 gallon per square yard, immediately followed by the asphaltic concrete. The tack coat shall be applied to the entire limerock base uniformly, and shall thoroughly coat all surfaced. Care shall be taken to tack coat and bond the edge of surrounding pavement. E. The asphaltic concrete shall be plant mixed, using the best grade of local aggregates of approved size and gradation and mixed with an approved binder and conforming the either the State of Florida Department of Transportation Specifications, Type SP -9.5 Superpave Asphaltic Concrete, Sections 330, 334 and 916 of D.O.T Specifications, or as ordered by the Engineer of Record. 02745 - 5 Project #19356 F. Where the width of the repair permits, the asphaltic concrete plant mix material shall be placed by means of an approved mechanical spreader and finisher. The mixture shall be compacted to true grade and cross section by means of a tandem roller weighing not less than eight tons. The compacted asphaltic concrete mixture shall not be, in any case, less than one inch in thickness. Rolling shall proceed as closely behind the spreader as possible and all material shall be completely compacted the same day it is placed. The minimum width of the wearing surface shall be the same as the base. 3.10 ASPHALT COLD MILLING A. The Contractor shall perform asphalt cold milling where called for on the Plans or as required for a complete installation, when approved or requested by the OWNER. Cold milling shall be done using an automated pavement planer capable of maintaining an accurate depth. Cold milling equipment shall meet the approval of the OWNER and governing agency having jurisdiction at the location of the pavement milling operation. All charges for maintenance of traffic, transportation of personnel, equipment and other mobilization charges shall be considered as incidental to the cold milling operation. B. Cold asphalt milling shall be provided to improve the rideability of the finished pavement, lower the finished grade adjacent to an existing curb prior to resurfacing or to completely remove existing pavement. The overall length of the milling machine (excluding the conveyor) shall be a minimum of 18 feet, and having a minimum cutting width of six feet. The milling operation shall be operated to effectively minimize the amount of dust being emittedfrom the machine. Prewetting of the pavement may be required. In areas where milling is to be performed around OWNER utility structures such as manholes, valve boxes etc., proper caution shall be taken as not to damage any of the structures. Saw -cutting of the concrete surrounding the structure and using a pick or other means so as not to disturb the structure shall be employed to prevent any damage. Prior to opening an area which has been milled to traffic, the pavement shall be thoroughly swept with a power broom or other approved equipment to remove to the greatest extent practicable, the fine material which will dust under traffic. This operation shall be conducted in a manner so as to minimize the potential for creating a traffic hazard and to minimize air pollution. C. The milling operation shall be continuous so as to complete each site without any delays. All milling operations shall be coordinated by the OWNER Inspector. D. Traffic maintenance charges shall include the installation and maintenance of all traffic control and safety devices, in accordance with specifications outlined in the Dade County Public Works Manual. In addition, the Contractor shall provide all barricades, flashing warning lights and/or arrow boards necessary to maintain safety and warn motorists of the construction. 3.11 REPAIR OF DAMAGE PAVEMENT A. All damage to pavement by the Contractor as a result of Work under this project shall comply with "DAMAGE BY CONTRACTOR", above, and shall be repaired in a manner satisfactory to the OWNER. The repair shall include the preparation of the subgrade, the placing and compacting of the limerock base, the priming of the base, the placing and maintaining of the surface treatment, all as specified herein. 02745 - 6 Project #19356 B. The width of all repairs within the work area shall extend at least 12 inches beyond the limit of the damage. The edge of the pavement to be left in place shall be cut to a true edge with a saw or other acceptable method so as to provide a clean edge to abut the repair. The line of the repair shall be uniform with no irregularities. Repair of damage by the Contractor beyond the work area shall be approved by the governing agencies having jurisdiction over the work prior to commencing the work. END OF SECTION 02745 - 7 Project #19356 THIS PAGE LEFT INTENTIONALLY BLANK 02745 - 8 Project #19356 OPA-LOCKA 10/2022 SECTION 02765 PAVEMENT MARKINGS AND TRAFFIC SIGNS PART 1 -GENERAL 1.01 SCOPE This section consists of pavement markings and traffic signs on the Drawings, specified herein and as required for a complete installation and restoration of pavement and right-of-way. 1.02 QUALITY ASSURANCE A. The phrase "DOT Specifications" shall refer to the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. The DOT Specifications, are referred to herein and are hereby made a part of this Contract to the extent of such references, and shall be as binding upon the Contract as though reproduced herein in their entirety. B. Pavement markings for this Project shall conform to the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. Pavement markings removed or obliterated by the Contractor's operations shall be promptly replaced in kind to the satisfaction of the Dade County Department of Public Works, Traffic Engineering Division, or other authority having jurisdiction over the work area. 1.03 CERTIFICATION The Contractor shall furnish the manufacturer's certification that all signs furnished conform to these specifications and shall replace or repair at his expense all signs that fail to meet this requirement. PART2-PRODUCTS 2.01 PAVEMENT MARKING Paint for pavement strips shall be as specified in Part 3, Execution. 2.02 REFLECTIVE MARKERS Reflective markers shall be installed in the pavement in accordance with OSHA, DOT and Dade County Public Works requirements. 2.03 TRAFFIC SIGNS A. General: Traffic regulating signs shall conform to the colors, dimensions and requirements of the Manual on Uniform Traffic Control Devices (ANSI) and displaying the lettering and symbols indicated on the Drawings. 02765 - 1 Project #19356 OPA-LOCKA 10/2022 B. Sign Panels and Support Members: Sign panels and support members shall conform to Aluminum Association Alloy 6061-T6. C. Bolts: Bolts shall conform to Aluminum Association Alloy 2024-T4 with an anodic coating 0.0002 -inches thick minimum and chromate sealed. D. Nuts: Nuts shall conform to Aluminum Association Alloy 6269-T9. E. Reflective Sheeting: Reflective sheeting shall conform to DOT Type A requirements. F. Construction Warning Signs: The CONTRACTOR shall install traffic and warning signs during construction in accordance with OSHA, DOT and Dade County Public Works requirements. PART 3 - EXECUTION 3.01 TRAFFIC PAINT A. This type of pavement painting shall be used where no thermoplastic paint is required or as temporary paint during the time required for paving "cure" prior to application of thermoplastic paint markings. B. Traffic paint used for this work shall conform with the requirements of Section 971-12 of the Florida Department of Transportation Standard Specifications for Road and bridge Construction, or, at the Contractor's option, fast dry traffic paint, as specified in D.O.T. Specifications, Section 971-13, may be used. C. The colors of the paint shall be yellow or white, as existed before the repair. D. All equipment shall be of a type and design which will readily produce the required uniformity of application of the stripes, both as to thickness of coating and alignment. The paint machine shall be of the spray type, capable of spraying the paint to the required "spread" without thinning of the paint. The paint tank shall be equipped with a mechanical agitator. The nozzle shall have cut-off valves which will apply broken or "skip" lines automatically. Each nozzle shall also be provided with suitable line guides, either metallic shrouds or air blasts. E. Painting shall be done only during daylight hours and, as far as practicable, shall be terminated in time to permit sufficient drying by sunset. No paint shall be applied when moisture is present on the surface to be painted or when the air temperature is below 40 degrees F. Painting shall not be done when winds are sufficient to cause spray dust. F. The surface which is to be painted shall be cleaned, by compressed air or other effective means, immediately before the start of painting, and shall be clean and dry when the paint is applied. Any vegetation or soil shall be removed from the pavement before edge striping is begun. G. The paint shall be thoroughly mixed before it is poured into the painting machine and no thinning of the paint will be allowed at any time. Before the start of each day's work, the 02765 - 2 Project #19356 OPA-LOCKA 10/2022 paint container, the connections, and the spray nozzles on the machine shall be thoroughly cleaned with paint thinner or other suitable cleaner. H. The traffic stripe shall be of the specified width, with clean, true edges and without sharp breaks in the alignment. A uniform coating of paint shall be obtained and the finished stripe shall contain no light spots or paint skips. Any stripes which do not have a uniform, satisfactory appearance, both day and night, shall be corrected. I. All newly painted stripes, including edge stripes, shall be protected until the paint is sufficiently dry to permit vehicles to cross the stripe without damage from the tires. While the center line stripes are being painted, all traffic shall be routed away from the painting operations and the newly painted stripe. When necessary, a pilot car shall be used to protect the painting operations from traffic interference. J. Any portions of the stripes damaged by passing traffic or from other causes shall be repainted. K. Paint for temporary pavement markings shall also be used where thermoplastic markings are to be applied after the asphaltic concrete has "cured." The cure time shall be based on thermoplastic manufacturer's recommendations. However, in accordance with FDOT requirements, asphalt shall have been in place for 30 days before application of thermoplastic stripe. 3.02 THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS A. Thermoplastic pavement markings, including stripes, pavement messages, stop bars, directional arrows, reflective pavement markers and other miscellaneous items, shall be replaced as existed before the repair was made. The thermoplastic compound shall be extruded or sprayed onto the pavement surface in a molten state by mechanical means, with surface application of glass spheres, when required. Upon cooling to ambient pavement temperature, the compound shall produce an adherent pavement marking of specified thickness and width and capable of resisting deformation. B. The colors of the compound shall be white or yellow, as existed before the repair. C. Where thermoplastic markings are to be applied to concrete pavement, a sealing primer, as specified in F.D.O.T. Specifications Section 711-2.2, shall be applied in advance of the placing of the stripes. D. The thermoplastic shall be applied to the pavement utilizing either extrusion or spray application equipment. The application equipment shall be so constructed as to provide continuous mixing and agitation of the material. Conveying parts of the equipment between the main material reservoir and the shaping die or gun shall be so constructed as to prevent accumulation and clogging. The equipment shall be constructed so that all mixing and conveying parts up to and including the shaping die or gun, maintain the material at the plastic temperature with heat transfer oil or electrical element controlled heat. Direct fire heat transfer will not be allowed. 02765 - 3 Project #19356 OPA-LOCKA 10/2022 E. The application equipment shall be so constructed as to insure continuous uniformity in the dimensions of the stripe. The applicator shall provide a means for cleanly cutting off square stripe ends and shall provide a method of applying "skip" lines. The use of pans, aprons, or similar appliances which the die overruns will not be permitted. F. Glass spheres applied to the surface of the completed stripe shall be applied by an automatic bead dispenser attached to the striping machine in such a manner that the beads are dispensed almost instantaneously upon the installed line. G. Special kettle(s) shall be provided for melting and heating the thermoplastic material. The kettle(s) shall be equipped with automatic thermostatic control devises to provide uniform temperature control and prevent overheating of the material. The applicator and kettle(s) shall be equipped and arranged as to satisfy the requirements of the National Fire Underwriters, the State of Florida, Dade County and any municipal authority applicable to where the work is being done. H. Applicators shall be mobile and maneuverable to the extent that straight lines can be followed and normal curves can be made in a true arc. The applicator equipment to be used on roadway installations shall consist of either hand equipment or truck mounted units depending on the type of marking required. I. The hand applicator equipment shall be insulated, have sufficient capacity to hold 150 pounds of molten material, and be sufficiently maneuverable to install crosswalks; lane, edge and center lines; arrows and legends. J. The truck mounted unit for lane, edge and center lines shall consist of a mobile self- contained unit carrying its own material capable of operating at a minimum speed of five miles per hour while installing striping. K. Application time, weather limitations and surface preparation shall be in accordance with F.D.O.T. Specifications Sections 710-4, 710-5 and 710-8. In accordance with FDOT requirements, asphalt shall have been in place for 30 days before application of thermoplastic stripe. L. The material, when formed into traffic stripes or other markings, shall be readily renewable by placing an overlay of new material directly over an old line of compatible material in such a manner that no splitting or separation takes place. M. The application temperature shall be within the range specified by the manufacturer of the thermoplastic compound being used. N. All pavement edge lines, gore, island and diagonal strip markings, bike lane symbols and messages, wherever located, shall have a minimum thickness of 0.060 inch at the edges and a maximum thickness of 0.120 inch at the center. A minimum average film thickness of 0.060 inch shall be maintained. All lane lines, center lines, transverse markings (except shoulder markings) and pavement markings within traffic wearing area (such as dotted turning guide lines) shall have a minimum thickness of 0.090 inch at the edges and a maximum thickness of 0.188 inch at the center. A minimum average film thickness of 0.090 02765 - 4 Project #19356 OPA-LOCKA 10/2022 shall be maintained. All thickness measurements shall be an average in any three foot length. O. The glass sphere top coating shall be applied by a type of glass sphere dispenser or gun which will embed the spheres into the line surface to at least one-half their diameter. The glass sphere top coating shall not incur more than a 10 percent loss during the first 30 days of traffic exposure. P. Reflective pavement markers shall be installed as they existed before the repair. They shall be replaced with the appropriate color or colors and oriented in the correct direction as specified in Section 706 of the F.D.O.T. Specifications. Paving markings for this Project shall conform to the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, as revised by the governing agency. 3.03 FABRICATION Preparation of sign blanks and fabrication of reflectorized faces shall conform to the applicable requirements of DOT Sections 700-4 and 700-5. END OF SECTION 02765 - 5 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 02765 - 6 Project #19356 OPA-LOCKA 10/2022 SECTION 02900 LANDSCAPING PART 1 - GENERAL 1.01 SCOPE OF WORK: A. Work included in this Section includes tree removal, tree relocations, furnishing and planting trees, plants and grass of the species, sizes and quality specified, fertilizing, watering, maintaining plants, guarantee and obtaining all permits from municipalities having jurisdiction over this work. B. The schedule of trees and plants, if applicable, is shown on the drawing, and indicates the common and botanical names, the quantities and sizes of plants to be used. C. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf with well developed root systems free of disease and insects, pests, eggs or larvae. No plants will be accepted unless healthy and showing satisfactory foliage conditions. 1.02 Solid sod and grass submittal to be submitted to the Engineer or Record for approval prior to installation. PART 2 - PRODUCTS 2.01 GRASSING, SOLID SOD AND SEED: A. General: 1) Solid sod shall be planted in the unpaved areas abutting the structures and extending to the limits shown on the Plans. 2) Grass seeding: All other unpaved areas shall be planted with grass seed and mulched. 3) When solid sod or grass seed is to be placed adjacent to or in close proximity to existing sod or grass, the Contractor is to use similar sod or grass and obtain approval from the Engineer of Record prior to installation. In public areas and right-of-ways the Contractor is also required to comply with Governmental Agency requirements and provide the OWNER with written approval of said agency prior to installation of grass and sod. B. Materials: 1) Solid Sod: (a) Solid sod shall be certified bitter blue St. Augustine Floratam. The sod shall be firm touch texture having a compact growth of grass with good root 02900 - 1 Project #19356 OPA-LOCKA 10/2022 development. It shall contain no weeds or other objectionable vegetation. (b) The soil embedded in the sod shall be good clean earth, free from stones and other debris. The sod shall be free from fungus, vermin and other diseases. The sod and soil shall be approximately 2" thick. (c) Before being cut and lifted, the sod shall have been mowed at least three times with a lawn mower, with the final mowing not more than seven days before the sod is cut. The sod shall be cut into uniform dimensions approximately 12" X 24". Abutting joints shall be free of open spaces with a tamped or rolled surface so that there are no joint openings. 2) Topsoil: Soil utilized for planting grasses shall be a mixture of pulverized 50% rock free siliceous sand and 50% clean mulch from an approved source. All ingredients shall be free of sticks, roots, rocks, lumps or other impurities or debris. All soil shall be delivered in a loose friable condition. Topsoil may be "unsuitable top soil" removed during the course of other work hereunder, if approved by the Engineer of Record. Topsoil shall be free of undesirable plants and seeds. Any such plants sprouting from areas of recent topsoil application shall be presumed to have originated in the topsoil and shall be eradicated from the area by the Contractor at his expense. Means of eradication shall be submitted to the Engineer of Record for approval. C. Planting of Grassing: 1) Solid Sod: Unless otherwise directed by the Engineer, four inches of topsoil shall be placed. The ground area shall be saturated with water. Sod shall be placed on the graded and watered ground firmly butted on all sides by sod without leaving holes, slots, or depressions. Sod shall be top dressed with soil (herein before specified) where required to bring all fill to voids and provide a uniform grass matt if approved by the Engineer of Record. Soil shall firmly abut all structures to which it surrounds or contacts. Immediately after the grassing process, the entire grassed or mulched area shall be rolled thoroughly with a cultipacker traffic approved roller, or other 1,000 pound roller. At least two trips over the entire area will be required. 2) Grass Seeding: As above, place four inches of topsoil and saturate with water. Thereafter seed and mulch D. Fertilizing Grassing: 1) Commercial fertilizers shall comply with all Federal, State and County fertilizer laws. 2) The numeral designations for fertilizer indicate the minimum percentage (respectively) of (1) total nitrogen, (2) available phosphoric acid, and (3) water soluble potash, contained in the fertilizer. 3) Designations may be approved specifically for a particular project and if liquid fertilizer other than that of chemical designation 8-8-8 is used, the total nitrogen content shall not exceed 12 percent. 02900 - 2 Project #19356 OPA-LOCKA 10/2022 4) At the Contractor's option liquid or dry fertilizer may be used. All grass shall be fertilized and watered in during the planting operation using the application rate and method directed by the manufacturer of the fertilizer used. E. Guarantee and Maintenance of Grassing: 1) Guarantee: (a) The Contractor shall guarantee all grasses for a period of six months from the date of acceptance of the completed overall project from the Contractor. (b) The Contractor shall guarantee the grasses shall be alive, free of disease and have a healthy appearance at the end of the guarantee period. (c) During the guarantee period, the Contractor shall replace any grass which is diseased, dead or visually unsightly within 3 days when requested in writing. 2) Maintenance: (a) The Contractor shall maintain all grass guaranteed above for the period of the guarantee. Such maintenance shall include filling, leveling, and re- pairing eroded areas, replanting areas where the establishment of the grass does not develop satisfactorily, and watering as required. In no case shall such maintenance be less than 3 weeks for watering and 6 weeks for remaining maintenance care. (b) The maintenance of the grass shall include, regular mowing, one application of approved dry or liquid fertilizer to the grasses guaranteed above. The fertilizer shall be applied and watered in as directed by the manufacturer. The time of fertilizing shall be approved. (c) The Contractor shall be required under the maintenance of the guaranteed grasses to safeguard and take all possible precautions against damage from the elements and other possible damage. The Contractor shall be required to clean up the effected landscape area during the maintenance period due to any such event. The Contractor shall not be responsible to replace grasses properly protected under this item of the specifications, damaged by the events beyond his control. 2.02 PLANTS AND TREES: (If required by relocation and if shown on the drawings) A. Grade Standards and Quality: 1) Quality of all plants shall be at least equal to that defined as No. 1 by the State Plant Board of Florida in Grades and Standards for Nursery Plants, Part I, 1963 Revised Edition, and Part II, Palms and Trees. 2) All plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall have healthy, well developed root systems and shall be free of disease and insect pests, eggs or larvae. 3) No plants will be accepted unless they are healthy and show satisfactory foliage conditions. 02900 - 3 Project #19356 OPA-LOCKA 10/2022 4) All plants shall conform to the measurements specified or indicated on the Drawings except that up to 10 percent of undersized plants in any one variety or grade may be used provided there are sufficient oversized plants to make the average equal to or above specified grade. Plants larger than specified may be used if approved by the Engineer of Record, but use of such plants shall not increase the Contract price. The spread of roots or ball of earth for larger plants shall be increased in proportion to the size of the plant. B. Plant Designation: With reference to method of cultivation, root system status, etc., plants for landscaping shall be classified under the following designations: 1) Balled and Burlapped: (a) Plants so classified shall be dug with firm natural root balls of earth, of sufficient diameter and depth to include most of the fibrous roots. The root ball of these plants shall be properly wrapped with burlap sack material and remain protected and moist until they are planted. Plants whose burlapped balls have cracked or become sagging, or plants showing scars from rope and cable marks or other improper handling are not acceptable. All balled and burlapped plants which cannot be planted immediately upon delivery shall be set on the ground and shall be well protected with soil, wet moss, or other acceptable material. The plants shall be set with the burlap cover intact and with the burlap showing, until inspection. At final inspection, the burlap may be cut away to ground level and completely covered with soil. (b) It is required that, balled and burlapped materials, 1% inches or more in caliper, shall be root -pruned at least 45 days before being dug and such fact shall be certified on accompanying invoices. Where, in the opinion of the Engineer of Record following his inspection of the grower's stock, adequate root pruning is being obtained by the grower's general cultivating practices, he may consider such fact as meeting this requirement. 2) Wire Balled and Burlapped: (a) Plants grown in soil of a loose texture which does not readily adhere to the root system shall have sound hog wire placed around the burlapped ball before the plant is removed from the excavation. The wire shall be looped and tensioned until the burlapped ball is substantially packaged so as to prevent loosening of the soil around the roots during handling. (b) Wire balled and burlapped plants shall otherwise comply with the requirements for balled and burlapped plants described in 1 above. 3) Container Grown Plants: (a) Container grown plants shall have been grown in a container large enough and for sufficient time for the root system to have developed well enough to hold its soil together firm and whole. No plants shall be loose in the container. Plants which have become pot bound or for which the top system is too large for the size of the container, will not be acceptable. (b) All containers with vertical sides shall be cut and opened fully, in a manner 02900 - 4 Project #19356 OPA-LOCKA 10/2022 such as will not damage the root system. Container grown plants shall not be removed from the container until immediately before planting, when all due care shall be taken to prevent damage to the root system. 4) Bare -Root Plants: No bare -root plants shall be used unless specifically required by the Engineer of Record or called for on the drawings. 5) Palms: a) Palm species shall have the roots adequately wrapped before transplanting except when they are container grown. Burlapping will not be required if the palm is carefully dug from marl or heavy soil that it adheres to the roots and retains its shape without crumbling. During transporting and after arrival, root balls of palm shall be carefully protected from the wind and exposure to the sun. After delivery to the job site, if palm is not planted within 24 hours, the root ball shall be covered with a moist material. b) All moving of sabal, coconut and royal palms shall be in accordance with Heavy Trunk Palms, as described in "Florida Grades and Standards for Nursery Plants, Part II". 6) Rooted Cuttings: Cuttings shall be kept moist at all times. They shall be rooted in a medium other than wood shavings and have at least 4 root tips of %-inch or longer. C. Transportation and Inspection: 1) Plant transportation shall comply with all Federal and State regulations therefor and, upon delivery at the site, all plants shall be inspected for conformity to specifications and for handling damage. Rejected plants shall be removed immediately from the site by the Contractor. 2) Foliage trees when moved in full leaf shall be treated with "Wilt Pruf' or "Plantguard", as they are loaded at their growing site. This material shall be applied to the entire tree with a fine spray at a dilution of 1 part "Wilt Pruf' or "Plantguard" to 15 parts of water. 3) Trees which have to be transported in excess of 10 miles to reach the job site, shall be covered with a 70 percent shade -cloth -tarp, or equal in order to prevent wind burn. 4) Immediately following the delivery and inspection at the job, all plants with exposed roots shall be heeled -in moist soil or peat moss. All plants heeled -in shall be properly maintained by the Contractor until planted. 5) The balls of balled and burlap plants, must, if not immediately planted after delivery and inspection, be adequately protected by covering until removed for planting, in a manner appropriate to prevailing conditions and in accordance with accepted horticultural practices. The Contractor shall, in loading, unloading, or handling of plants, exercise utmost care to prevent injuries to the branches or roots of the plants. The solidity of the ball of balled and burlapped plants shall be carefully preserved. Handling of the plant by parts other than the ball shall be cause for 02900 - 5 Project #19356 OPA-LOCKA 10/2022 rejection of such plant. Bare root plants which have been heeled -in shall be properly handled during the distribution of planting beds. D. Planting Materials: 1) Planting Soil: Planting soil shall be a pulverized mixture of 50% rock free siliceous sand and 50% clean mulch from an approved source. All ingredients shall be free of sticks, roots, rocks, lumps, or other impurities or debris. All soil shall be delivered in a loose friable condition. 2) Fertilizer: (a) Fertilizer shall be as specified in subsection 2.01-D, herein. (b) Fertilizer shall be selected and used as recommended by the manufacturer for each particular plant. 3) Mulch: Mulch shall be ground bark, bark peelings, peat, hay or straw. Cypress mulch shall not be used because its harvest degrades cypress wetlands. 4) Anti -Desiccant: Anti -desiccant shall be "Wilt Pruf', "Plantguard", or equal, delivered in the manufacturer's containers and used in accordance with the manufacturer's instructions. 5) Water: (a) Water for the irrigation of the new plantings during the progress of construction shall be provided by the Contractor in accordance with the provisions previously specified. (b) The Contractor shall furnish adequate watering equipment and shall continue watering to properly establish the new plantings throughout the maintenance period. 6) Wire: Wire for the bracing and guying shall be pliable No. 12 or No. 14 gauge galvanized soft steel wire. 7) Stakes and Ties: Stakes and ties shall be provided in accordance with the requirements of PART 3 EXECUTION, below. PART 3 - EXECUTION 3.01 EXCAVATION OF PLANT HOLES: A. Plant hole excavations shall be roughly cylindrical in shape, with the sides approximately vertical. Plants shall be centered in the hole, with the trunk location as shown in the Plans. B. Bottoms of the holes shall be loosened at least 6 -inches deeper than the required depth of excavation. 02900 - 6 Project #19356 OPA-LOCKA 10/2022 C. Holes for balled and burlapped and wire balled and burlapped plants shall be large enough to allow at least 8 -inches of backfill around the earth ball. For root balls over 18 -inches in diameter, this dimension shall be increased to 12 -inches. D. Where excess material has been excavated from the plant hole, the excavated material shall be disposed of as and where directed by the Engineer of Record. E. PREPARATION OF GROUND 1) Four inches minimum thickness of topsoil shall be placed over the areas off the right of way on which the sod is to be placed. F. APPLICATION OF FERTILIZER 1) Before applying fertilizer, the soil pH shall be brought to a minimum range of 6.0 - 7.0. 2) The fertilizer shall be spread uniformly over the area to be sodded at the rate of 500 pounds per acre, by a spreading device capable of uniformly distributing the material at the specified rate. Immediately after spreading, the fertilizer shall be mixed with the soil to a depth of approximately 4 -inches. 3) On steep slopes, where the use of a machine for spreading or mixing is not practicable, the fertilizer shall be spread by hand and raked in and thoroughly mixed with the soil to a depth of approximately 2 -inches. G. PLACING SOD 1) The sod shall be placed on the prepared surface, with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools. Sod areas abutting concrete, asphalt or other applicable surfaces shall have the soil depressed at edges of the pavements so that the cut grass does not protrude over 2 -inches above the adjacent property. 2) Where sodding is used in drainage ditches, the setting of the pieces shall be staggered so as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas, the offsets of individual strips shall not exceed 6 -inches. In order to prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce a featheredge effect. 3) On steep slopes, the Contractor shall, if so directed by the Engineer of Record, prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth, at suitable intervals. 4) Sod which has been cut for more than 72 hours shall not be used unless specifically authorized by the Engineer of Record after his inspection thereof. Sod which is not planted within 24 hours after cutting shall be stacked in an approved manner and maintained and properly moistened. Any pieces of sod which, after placing, show an appearance of extreme dryness shall be removed and replaced by fresh, uninjured pieces. 02900 - 7 Project #19356 OPA-LOCKA 10/2022 5) Sodding shall not be performed when weather and soil conditions are, in the Engineer of Record's opinion, unsuitable for proper results. H. WATERING 1) The areas on which the sod is to be placed shall contain sufficient moisture, as determined by the Engineer of Record, for optimum results. After being placed, the sod shall be kept in a moist condition to the full depth of the rooting zone for at least 2 weeks. Thereafter, the Contractor shall apply water as needed until the sod roots and starts to grow for a minimum of 60 days (or until final acceptance whichever is latest). 3.02 UNDERGROUND OBSTRUCTIONS: A. In the event that rock, underground construction work, utility lines or obstructions out of the ordinary are encountered in any plant hole excavation, alternative locations will be selected by the Engineer of Record. B. Where locations cannot be changed and the obstructions may be removed, the obstructions shall be removed to a depth of not less than 3 -feet below grade and not less than 6 -inches below bottom of balls or roots when plant is properly set at the required grade. 3.03 SETTING OF PLANTS: A. When lowered into the hole, the plant shall rest on a prepared hole bottom such that the roots are level with, or slightly above, the level of their previous growth and so oriented such as to present the best appearance. The Contractor, when setting plants in holes, shall make allowances for any anticipated settling of the plants. B. The backfill shall be made with planting mixture as specified hereinbefore and shall be firmly rodded and watered -in, so that no air pockets remain. The quantity of water applied immediately upon planting shall be sufficient to thoroughly moisten all the backfilled earth. Plants shall be kept in a moistened condition for the duration of the Contract. 3.04 STAKING AND GUYING: A. When called for on the Drawings or directed by the OWNER, plants shall be staked in accordance with the following provisions: 1) Small Trees: For trees and shrubs of less than 1 -inch caliper, the size of stakes and the method of tying shall be such as to rigidly support the staked plant against damage caused by wind action or other effects. Trees larger than 1 -inch and smaller than 11/2 inch caliper shall be staked with a 2 -inch square stake driven at least 24 -inches in the ground and extending to the crown of the plant. The plant shall be firmly fastened to the stake with two strands of 14 gauge soft wire, enclosed in rubber hose, or other approved covering. The wire shall then be nailed or stapled to the stake to prevent slippage. 02900 - 8 Project #19356 OPA-LOCKA 10/2022 2) Medium Trees: All trees, other than palm trees, larger than 1% -inch caliper and smaller than 2% -inch caliper shall be staked with two or more, 2 -inch by 2 -inch stakes, 8 -feet long, set 2 -feet in the ground. The tree shall be midway between the stakes and held firmly in place by two strands of 12 gauge wire, applied as specified above for single stakes. Tie wires shall be tightened and kept tight by twisting. 3) Large Trees: All trees, other palm trees, larger than 2% -inch caliper, shall be guyed from at least 3 points with double strands of 12 gauge wire. Guy wires shall be anchored to 2 -inch by 4 -inch stakes, 24 -inches long, driven into the ground at least 2 -feet and sufficient that the top of the stake is at least 3 inches below the fin- ished ground level. In firm rock soils, No. 4 steel reinforcing rods or %-inch pipe may be used instead of 2 by 4's. Tie wires shall be securely fastened to the tree by means of a collar of rubber hose, or other approved material. Guy wires shall be tightened and kept tight by twisting. 4) Palm Trees: Brace palm trees with three or more 2 -inch by 4 -inch wood braces, toenailed to cleats which are securely banded at two points to the palm, at a point at least 6 -feet above the ground. The trunk shall be padded with five layers of burlap under the cleats. Braces shall be approximately equidistantly spaced and secured underground with 2 -inch by 4 -inch by 24 -inch stake pads. In firm rocky soils, No. 4 steel reinforcing rods or %-inch pipe is acceptable. 3.05 PRUNING: All broken or damaged roots shall be cut off smoothly and the tops of all trees shall be pruned in a manner complying with standard horticultural practice. At the time pruning is completed, all remaining wood shall be alive. All cut surfaces of 1 -inch or more in diameter, above the ground, shall be treated with an approved commercial tree paint. 3.06 MULCHING: Within one week after the planting, mulch material, approved by the Engineer of Record, shall be uniformly applied to a minimum thickness of 2 -inches, over the entire area of the backfilled hole or bed. The mulch shall be maintained continuously in place until the time of final inspection. Mulch is not required if other ground surface covers, such as rooted cuttings are called in the Plans. 3.07 INSPECTION: On completion of the work, the Engineer of Record will inspect all planting work. The Contractor shall repair or replace all defective work, whichever is unsatisfactory to the Engineer of Record or the OWNER. Preliminary acceptance of all plant materials will be given only after the materials are planted and after meeting all requirements prescribed herein. 3.08 MAINTENANCE: A. Maintenance shall begin immediately after each plant is planted and shall continue until 02900 - 9 Project #19356 OPA-LOCKA 10/2022 all work under this Contract has been completed and final acceptance is obtained from the OWNER, however, the minimum period of this maintenance shall not be less than 60 days even if it extends beyond final acceptance of contract. Plants shall be watered, mulched, weeded, pruned, sprayed, fertilized, cultivated and otherwise maintained and protected. Settled plants shall be reset to proper grade position, planting saucer restored and dead material removed. Guys shall be tightened and repaired. B. Defective work shall be corrected as soon as possible after it becomes apparent. Upon completion of planting, the Contractor shall remove from the site excess soil and debris, and repair any damage to structures, etc., resulting from planting operations. 3.09 GUARANTEE: The Contractor shall guarantee all planting work for a period of six months after the date of final acceptance. During the guarantee period, the Contractor shall replace at no cost to the OWNER any plant that dies or is not established within the guarantee period. Any plants missing or defective shall be furnished or replaced in a manner satisfactory to the OWNER. END OF SECTION 02900 - 10 Project #19356 OPA-LOCKA 10/2022 SECTION 03300 CAST -IN -PLACE CONCRETE, REINFORCING AND FORMWORK PART1 GENERAL 1.01 DESCRIPTION A. Work included: Provide all labor, materials, equipment, fabrication, incidentals, transportation, placing and supervision necessary to complete all cast -in -place concrete work, its finishing, and all related work called for by the Contract Drawings and/or Specifications, or reasonably inferable from either or both, as needed for a complete and proper installation. B. Related work: Work affecting this Section includes, but is not limited to: 1. Shop Drawings -Per General Conditions and as specified herein. 2. Materials and storage thereof. 3. Reinforcing -Bar and fabric. 4. Accessories of every nature, including form tie system. 5. Formwork and removal thereof, including shoring and reshoring. 6. Concrete proportions and mixes. 7. Placing of concrete. 8. Admixtures. 9. Joints, metal joint screeds and joint fillers. 10. Finishes of all types. 11. Protection and curing. 12. Patching. 13. Laboratory Testing. 1.02 QUALITY ASSURANCE A. Unless otherwise indicated, all materials, workmanship and practices shall conform to the requirements of ACI 301-96 "Specifications for Structural Concrete for Buildings", except as modified by supplemental requirements hereinafter. 1.03 STANDARDS A. ACI 301-96 Specifications for Structural Concrete. B. ACI 318-95 Building Code Requirements for Reinforced Concrete. C. Florida Building Code, latest edition. D. ACI 117-90 Standard Specifications for Tolerances for Concrete Construction and Materials. 03300 -1 R-1 OPA-LOCKA PART 2 PRODUCTS 2.01 MATERIALS A. Materials for Concrete: 10/2022 1. Cement shall conform to the following: Portland Cement ASTM C150, normal, type I or type II. Provide domestic cement of one type and from same source for entire project. 2. Mineral Admixtures: a. Fly Ash: Shall conform to ASTM C 618. 20% maximum of total cementitious weight. b. Ground Blast Furnace Slag: Shall conform to ASTM C 989-93. 30% maximum of total cementitious weight. 3. Chemical Admixtures: The following admixtures are permitted, but require written approval from the Engineer: a. Air Entraining Admixture: Comply with ASTM C260. "Specifications for Air - Entraining Admixtures for Concrete. b. Water Reducing Admixture: Comply with ASTM C494 "Specifications for Chemical Admixtures for Concrete, Type A and compatible with air entraining admixture. c. Water Reducing and Retarding Admixture: Comply with ASTM C494, "Specifications for Chemical Admixtures for Concrete, Type D, and compatible with air entraining admixture. d. High Range Water Reducing Admixture: Comply with ASTM C494, "Specifications for Chemical Admixtures for Concrete, Type F or G, and compatible with air entraining admixture. (Including superplasticizer to reduce water content.) e. Admixtures containing added calcium chloride are not permitted. 4. Aggregates: Shall conform to ASTM C 33 and shall be quarried/mined in fresh water. Aggregates from salt water or brackish water are not permitted. Coarse aggregate size shall not exceed: Concrete member Size a. Walls 3/4" 67# b. Beams or structural slabs not on ground 3/4" 67# c. Columns and all other concrete 1" 57# d. Drilling concrete pad or slabs on ground 1" 57# 5. In sanitary sewage applications, where called for in the plans and/or specifications an antimicrobial admixture as specified below shall be utilized: a. An antimicrobial agent, ConmIcShield®, or approved equal, shall be used to render the concrete uninhabitable for bacteria growth. 03300 - 2 Project #19356 OPA-LOCKA 10/2022 b. Contractor shall mix the liquid antimicrobial additive with the total water content of the concrete mix design in a proportion of 1 gallon per cubic yard. In the case of repairs to damaged concrete a proportion of 2 gallons per cubic yard shall be utilized. c. In some instances all of the concrete in the structure in will receive the additive and in other instances only a portion of the concrete will receive the additive. Hence, the Contractor shall apply the additive only as directed in the specific instance. d. Contractor shall submit a letter of certification to the OWNER, stating that the correct amount and correct mixing procedure was followed for all antimicrobial concrete. e. ConMIcShield® antimicrobial additive shall be as manufactured by ConMIcShield® Technologies, Inc.; 541 Tenth Street NW #233, Atlanta, GA 30318; Phone: (877)543-2094. B. Portland cement and reinforcing steel: Comply with ACI 301-96 and, with all modifications and supplements thereto listed in Part 3 of this specifications. C. Burlap mats: Conform to AASHTO Specification M182. (Burleen non -staining mats.) D. Epoxy bonding agent: A two (2) component, solvent free, moisture insensitive structural epoxy adhesive conforming to ASTM C881-90 Type 11, Sikadur 32 Hi -Mod, as manufactured by Sika Corp., Concresive 1090 Liquid by Master Builders or approved equal. E. Anchor bolts, nuts and washers: Conform to ASTM A449-89, hot -dip galvanized. F. Dovetail slots: Galvanized steel, 22 gauge, 1 "x 1", with 5/8" throat, fiber filled. G. Forms: 1. Plywood Forms: PS -1, B -B Concrete Form, Class I, exterior type, mill oiled and edge sealed. Thickness shall be as required to support concrete at the rate placed, but not less than 3/4". 2. Steel Forms: Uncoated steel, 3/16" -inch minimum thickness, fabricated to close tolerances, protected only by the specified release agent, braced so as not to dent, bend or dimple under wet concrete loads, vibrator impact and tool impact. Maintain steel forms in rust free condition by use of steel wool and light grinding, followed by coats of the specified release agent. Forms should be adjustable to be brought into true alignment without steps or ridges. H. Form release agent: 1. For plywood forms use a natural non -petroleum base, non -staining and non -retarding release agent that will effectively prevent absorption of moisture and prevent bond with concrete, and leaves the concrete with a paintable surface. 2. For steel forms, use an approved material that will not stain, color or otherwise affect 03300 - 3 Project #19356 OPA-LOCKA 10/2022 the finish of the concrete. Form coating shall not be detectable on finished surfaces. 3. Round column forms: Provide seamless fiber forms with the three plies nearest to the interior surface of the form deckled or scarfed and overlapped to minimize spiral gaps or seams on the column surface. I. Form Ties: Steel rod type with integral waterstops and cones, and with ends or end fasteners that can be removed without spalling the concrete and which leave a hole equal in depth to the required reinforcement clearance, but not less than 2 inches from the formed face of the concrete. Wire tie, banding wire and wood spreaders will not be permitted. J. Form Inserts: 1. Bevel or chamfer strips: Wood or non -staining plastic, 3/4" wide on each leg at exposed edges of concrete members, unless otherwise noted on plans. 2. Tongue and Groove Joint Forms: Minimum 24 gauge with steel stakes and splice plates. Forms shall be designed for joints not to receive a poured seal. 3. Pipe hangers and other utility supports: AISI Type 316 stainless steel. K. Non -Shrink Grout: Non -shrink, non-metallic grout conforming to ASTM C 1107 Grade B or Grade C only. Grout must meet ASTM C 1107 at a temperature range of 50 F to 90 F at a flowable consistency. L. Grout for Surface Repair and Bond Coat: 1. For repair, one part Portland cement to two parts fine sand, and a 50%of water and 50% Acryl 60 or equal (Thoroseal or Acryl Set Bonding Agent by Master Builders) to produce a stiff mortar. 2. For bond coat, one part Portland cement to one part sand, and a 50% of water and 50% Acryl 60 or equal (Thoroseal or Acryl Set Bonding Agent) to produce a slurry mix. M. Moisture Barrier: Kraft paper and glass reinforcing fibers sandwiched between 2 layers of polyethylene film with a permeance rating of maximum 0.1 as per ASTM E-96, Procedure A. N. Preformed Expansion Joint Filler: Non -extruding type, self expanding cork, 3/4", 1", and 1'/2' cork (not to be used for sidewalks), conforming to plans or as otherwise noted on drawings, conforming to the requirements of ASTM D1752, Type II, and compatible with joint sealant compound. O. Joint Sealant Compound: Non -sag, 2 component, solvent free, moisture insensitive, flexible, epoxy resin conforming to the requirements ASTM C920-87 Type M, Grade NS. Additionally, the sealant must be recommended by the manufacturer to perform under continuous immersion in water. P. Polyurethane Elastomeric Sealant: Sikaflex-2c, NS/SL or approved equal. Provide a 2 - component, premium -grade, polyurethane -based, elastomeric sealant. It is principally a chemical cure in a non -sag and self -leveling consistency. Sealant shall meet ASTM C-920 and Federal Specifications TT -S -00227E. 1. Joint Movement: +50%. 03300 - 4 Project #19356 OPA-LOCKA Q. Waterstops: 1. Volclay Waterstop-RX or approved equal. Flexible strip of bentonite waterproofing compound in coiled form. a. Chemical Composition: 1) Butyl Rubber -Hydrocarbon: 24.9% by weight; ASTM D-297. 2) Bentonite: 75 % by weight; SS -S -210-A. 3) Volatile Matter: Below 1 %; ASTM D-6. 4) Waterstop shall not contain any asbestos fibers or asphaltics. b. Physical Properties: 1) Specific Gravity: 1.57; ASTM D-71. 2) Application Temperature Range: 5-125 F. 3) Flash Point: 365; ASTM D 93-97. 4) Accelerated Aging: Maintained 99% solids. 5) Dimensions: 1" x 3/4" x 16'-6" 10/2022 2. Polyvinyl chloride (PVC): Conforming to the requirements of U.S. Army Corps of Engineers Specification CRD-C-572 and of the following type: a. Expansion Joints: 9 -inches by 3/8 -inch, ribbed center bulb. b. Construction Joint: 9 -inches by 3/8 -inch, flat ribbed. c. Only where specified on Plans at construction and expansion joints: 9 -inches by 3/8 -inch, split ribbed. d. Install waterstops as shown as manufactured structures. R. Fiber Reinforcement: Fiber reinforcement shall not be used in the concrete unless ordered buy the Engineer in writing. It shall consist of 100% virgin polypropylene fibrillated fiber - dosage of 2 lbs. per cubic foot. 1. Compressive Strength: 1 psi (.006895 M Pa), ASTM C-39. 2. Flexural Strength: 288 psi (2.0 M Pa) after 7 days, 390 psi (2.7 M Pa) after 28 days; ASTM C-78. 3. Splitting Tensile Strength: 194 psi (1.3 M Pa) after 7 days, and 290 psi (2.0 M Pa) after 28 days; ASTM C-496. 4. Source: Fibermesh Micro -Reinforcement System by Fibermesh Company, Division of Synthetic Industries, Inc. Or approved equal. S. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Engineer. T. A shrinkage reducing admixture (Teraguard) or equivalent at the rate of 2.2% by weight of cement may be used in the concrete to meet the shrinkage limitations. U. To protect the concrete slab against the elements, the Engineer may direct the Contractor to spray an evaporation retarder on the finished concrete slab immediately behind the cement finishing process at no additional cost to the OWNER. This is not a curing compound. 03300 - 5 Project #19356 OPA-LOCKA 10/2022 PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. 3.02 SUPPLEMENTAL REQUIREMENTS A. All phases of concrete construction, including materials formwork, and all other related procedures shall comply with the most stringent allowed tolerances of ACI-301 and ACI-117 Standards (Latest Edition) - Non compliance with these standards will cause full rejection of any work done. B. Comply with ACI 301-96 and with all modifications and supplements thereto listed herein. In addition to the ACI Standards on finished concrete, the Engineer will only approve quality finished concrete which in his opinion is ready to receive a grout finish, paint or liquid membrane. C. The following modifications and supplements to ACI 301-96 shall also apply to the work. 1. General a. These specifications cover cast -in -place structural concrete for use in buildings and appurtenances, including foundations, curbs, sidewalks, concrete pavements and utility structures, water containment tanks, and piles. b. Keep minimum two (2) copies of ACI 301-96 "Specifications for Structural Concrete" in field office at all times. 2. Proportioning and Design of Mixes: a. General: Proportion concrete to meet properties as specified. Prepare mix designs for each type and strength of concrete. Submit with mix design the chemical admixture manufacturer's statement that the admixture proposed complies with the requirements of this specification. Where concrete of different strengths are specified for the same location, the higher strength concrete shall be used. Concrete proportions shall be established on the basis of previous field experience, or laboratory trial batches as specified in ACI 301-96 Sections 4.2.2 & 4.2.3. b. Classes of Concrete: 1) Structural concrete of normal weight for portions of the structure that are required to be watertight containments or tremie concrete, the water/cementitious ratio shall not exceed 0.45 if exposure is to be to fresh water. 2) If the concrete is exposed to salt or brackish water, or if exposed to injurious 03300 - 6 Project #19356 OPA-LOCKA 10/2022 concentrations of sulfate -containing solutions (1500 ppm or more of Sulfate in water) or other chemically aggressive solutions, use Type 11 cement with Rheobuild 1000 admixture by Master Builders, or approved equal; water/cementitious ratio shall not exceed 0.34. 3) Other Concrete: (This would be slabs -on -grade, concrete thrust blocks, and miscellaneous concrete). The water cementitious ratio shall not exceed 0.50 to 0.55. 4) Minimum fc @ 28 days shall be 4000 KSI with a Water/Cement ratio of 0.45. 5) Minimum fc @ 28 days shall be 7000 KSI with a Water/Cement ratio of 0.34. c. Slumps: 1) All structural concrete, pumped concrete and tremie concrete shall contain a High Range Water Reducing Admixture and be designed with a maximum water content of 270 pounds per cubic yard. The initial water slump prior to addition of the High Range Water Reducing Admixture shall be 2 -inch maximum. Concrete at point of placement shall not exceed 10 -inches. Concrete shall be non -segregating. 2) Slabs including slabs -on -grade, and all other concrete shall have a maximum water content of 287 pounds per cubic yard and have a 5 -inch maximum slump with a water reducer, or water reducer and retarder admixture added. 3. Formwork a. Earth cuts are not permitted for forms for vertical surfaces. Footings, grade beams and slab edges shall be formed. Provide moisture barrier under all slabs on grade. Lap 6 -inches and tape punctures. b. The contractor is responsible for the adequacy of forms and shoring including placing, fill and equipment on roof, and for safe practice in their use and removal. Submit formwork calculations, and shop drawings including shoring and reshoring. In addition, the calculations and shop drawings for formwork, shoring, and reshoring, if required by the Engineer or Building Department, shall be signed and sealed by a Professional Engineer registered in the State of Florida. c. Design forms for the loads and lateral pressures resulting from the placement and vibration of concrete and for design considerations, wind loads, allowable stresses, and other applicable requirements of the South Florida Building Code. d. Provide form facing materials as required by the specified finish of the formed surface. Do not use facing material with raised grain, torn surfaces, worn edges, patches, dents or other defects. No form may be reused more than three times without the OWNER's approval. The maximum deflection permitted of facing materials reflected in concrete surfaces exposed to view is 1/240 of the span between structural members. 1) Forms shall be free from surface defects, tight to prevent leakage and braced to keep its position and shape when filled with concrete. Adjacent edges and end panels and sections shall be held together to provide accurate alignment and prevent forming ridges, fins, offsets or similar type 03300 - 7 Project #19356 OPA-LOCKA 10/2022 defects in finished concrete. It shall be tight to prevent loss of water, cement or fines during placing and vibrating concrete. The bottom of the forms placed in continuous straight even footings or slabs shall be watertight to prevent loss of water, cement and fines during placement and vibration of concrete, a gasket may be required by the Engineer under the forms to provide water tightness at the Contractor expense. The Contractor shall not proceed to place forms for concrete work adjacent to or on top of previous placed concrete without the Engineer's approval, if the stripped forms reveals columns, walls or beams are out of level or plumb or there are cold joints or other objectionable work in the opinion of the Engineer. Contractor shall submit to the Engineer for approval, how he intends to correct or remove the defective work promptly at his expense. Contractor shall perform such corrections prior to proceeding to place concrete in the next Section. e. Provide positive means of adjustment (wedges or jacks) of shores and struts, and all settlement shall be taken up during concrete placing operation. Brace forms securely against lateral deflection. Do not anchor form bracing to poured concrete floors, or make holes in floor. f. Provide temporary openings in columns and wall forms to limit the free fall of concrete to five (5) feet. Place such openings at no more than eight (8) feet apart to facilitate placing and consolidation of concrete. Elephant trunks may be used to vertical heights of fifteen (15) feet for tremie and other purposes, if approved by the Engineer. Provide temporary openings at the bottom of wall and column forms and elsewhere as necessary to facilitate cleaning and observation immediately before concrete is placed. Blow formwork entirely clean of all saw dust, dirt, or other items not specifically intended to be a part of the final concrete. Any evidence of non -intended items in the forms is considered sufficient cause to stop concreting operation and/or require removal of concrete placed in such contaminated forms. g. Provide inserts, conduits, boxes, sleeves, anchors, ties, bolts, hangers, dowels, thimbles, nailers, grounds and other devices in coordination with other trades. h. Set anchor bolts and other embedded items accurately and hold securely until concrete is placed and set. Anchor bolts shall be galvanized and of size and length as indicated on the Contract Drawings. Bolts not sized shall be 3/4 -inch diameter. i. Insert galvanized dovetail anchor slot in forms, in columns, beams and slabs completely around in -fill masonry panels. Coordinate with Section 04220 Unit Masonry, Part 3 Execution, 3.01.J.2.c. for spacing of dovetails. j. Install wall spools, wall flanges and wall anchors before placing concrete. Do not weld, tie or otherwise connect the wall spools to the reinforcing steel. k. Do not use pinch bars, wrecking bars or other metal tools against as -cast concrete to wedge forms loose; use only wooden wedges carefully and gradually. Driving shall be accomplished by light tapping. I. The Contractor is responsible for the removal of forms and shores. Do not remove forms or shores before the member has attained sufficient strength to support its weight and the loads imposed, nor sooner than listed below: 1) Wall forms: 24 hours. 03300 - 8 Project #19356 OPA-LOCKA 10/2022 2) Column forms: 24 hours. 3) Beam and girder side forms only (not bottom form): 24 hours. 4) Beam and Girder bottom forms: 7 days minimum unless otherwise approved by the Engineer. 5) Slab forms: 14 days. 6) Arch centers: 7 days. 7) Pan joist forms: 4 days. 4. Reinforcement a. Prior to fabrication, submit for review shop drawings showing all fabrication dimensions, bar lists and location for placing of the reinforcing steel and accessories, including spacing of reinforcing, splices (lap, welded, Cadweld and/or mechanically threaded), grade of reinforcing and name of manufacturer. Note all deviations from the Contract Drawings and use the same designation mark as shown on the Contract Drawings where possible. b. Reinforcing bars: ASTM A615, Grade 60, deformed bars of USA manufacturer. c. Welded wire fabric: ASTM A185, galvanized. d. Metal bar supports: CRSI MSP-1, Chapter 3, Class 2, Type B stainless steel protected bar supports. e. Coupler Splice Devices: Cadweld, tension couplers capable of developing the ultimate strength of the bar. f. Reinforcing steel upon which unauthorized welding has been done, shall be removed and replaced at no additional cost to the OWNER. g. Place reinforcing bars to the most stringent tolerances indicated in ACI 301 and ACI 117 (Latest Edition). Tolerances specified in those standards shall govern over any other reference code or standard. h. All reinforcement at time concrete is placed, shall be free of mud, oil or other materials that may affect or reduce the bond. Reinforcing with rust or mill scale will not be accepted without cleaning and/or brushing to remove scale and rust. i. Support rebar and mesh reinforcing for slabs on grade 11/2 inches from top of slab on masonry blocks not less than 4 sq. in., having a compressive strength equal to or greater than the specified strength of the concrete being placed. Space blocks at no more than 4 feet apart each way for rebars, and no more than 3 feet apart for mesh reinforcement. j. Support reinforcing off from formwork for columns, walls and beams with stainless steel protected bar supports. Support slab reinforcing on #5 bars, or larger, spaced at no more than 48 inches on center. Space individual high chairs no more than 48 inches apart and support bars shall not exceed 24 inches past outermost chairs. k. Overlap welded wire fabric in such a manner that the overlap measured between outermost cross wires of each fabric sheet is not less than the spacing of the cross wires plus 2 inches or 6 inches, whichever is greater. Do not extend fabric through expansion and/or contraction joints, unless otherwise noted on the Contract Drawings. I. The minimum clear distance between parallel bars, both vertical and horizontally, shall not be less than the nominal diameter of the bars, or less than 11/2 times the maximum size of the aggregate, or 1 -inch in beams, or 1% inches in columns, whichever is greater. Where reinforcement in beams is placed in two or more layers, the upper layer shall be placed directly above the bars in the bottom layer. 03300 - 9 Project #19356 OPA-LOCKA 10/2022 Misplacement, misalignment or improper length of dowels shall be sufficient cause to require removal and reconstruction of affected work. m. Unless allowed by the Engineer, bending of reinforcing partially embedded in concrete is not permitted. When permitted, bending shall be in accordance with CRSI Manual of Standard Practice. 5. Joints and Embedded Items. a. Provide premolded expansion joint filler strips of proper width and length as specified in the Contract Drawings. Place "A" expansion joint fillers every 20 feet in straight runs of walkways or sidewalks, at right angle turns and wherever concrete butts into vertical surfaces, unless otherwise noted on the Contract Drawings. b. Provide waterstops in all construction joints, unless otherwise indicated on the Contract Drawings. c. Join all waterstops at all intersections so that a continuous seal is provided. Center the waterstop in the joint. Hold water stop positively in correct position. In the event of damage to the waterstop, repair the water stop in an acceptable manner. Vibrate concrete to obtain impervious concrete in the vicinity of all joints. d. Install waterstop in accordance with instructions of the manufacturer. Prior to use of the waterstop material in the field, submit to the Engineer for approval a sample of each size and shape to be used. Fabricate sample so that the material and workmanship represent in all respects the fittings to be furnished under this Specification. e. Place all sleeves, inserts, anchors, and other embedded items prior to placing concrete. Anchors and bolts cast in concrete shall be hot dip galvanized or stainless steel. Where permitted by the Engineer, concrete expansion bolts shall be stainless steel and of the wedge anchor type. Take all necessary precautions to prevent embedded items from being displaced, broken or deformed during concreting operation. Protect drains from intrusion of concrete. 6. Placing: a. Equipment for mixing and transporting concrete must be clean. Forms shall be thoroughly clean and damp, and reinforcing shall be secured in place. Runaways for transporting concrete shall not rest on reinforcing. When concrete is placed against earth, sprinkle sufficiently before placing. b. Deposit of concrete in forms no longer than ninety (90) minutes after the initial design water has been added to the cement and aggregates. Concrete which can not be so placed shall not be used and shall be wasted. No additional water shall be added. No retempering with water is permitted. c. In addition to the requirements of ASTM C94, the concrete delivery tickets shall indicate the cement content and water/cement ratio. d. During hot weather, proper attention shall be given to ingredients, production methods, handling, placing, protection and curing. Comply with ACI 305R "Hot Weather Concreting" recommendations. e. Do not place concrete in forms unless the water level is below the concrete to be placed, even if it is necessary to maintain the dewatering, or under rain. f. Do not place concrete under water except for tremie concrete as called for on the Contract Drawings. Submit for approval plan and details of means and methods for installation of seal tremie concrete prior to commencement of work. Seal 03300 -10 Project #19356 OPA-LOCKA 10/2022 concrete which subsequently fails to perform, shall be repaired or replaced at no additional cost to the OWNER. g. Place seal concrete under water in the space in which it is to remain, by means of a tremie, a closed -bottom dump bucket of not less than one cubic yard capacity, or other approved method, and do not disturb after it is deposited. Deposit all seal concrete in one continuous pour. Do not place concrete in running water. Design all formwork, to retain concrete under water, to be watertight. Submit shop drawings for the design of formwork and excavation sheeting signed and sealed by a Florida Registered Professional Engineer. h. The tremie shall consist of a tube having a minimum inside diameter of ten (10) inches, and shall be constructed of sections having tight joints. No aluminum parts which have contact with the concrete will be permitted. The discharge end shall be entirely seated at all times and the tremie tube kept full to the bottom of the hopper. When a batch is dumped into the hopper, the tremie shall be slightly raised (but not out of the concrete at the bottom) until the batch discharges to the bottom of the hopper, after which the flow shall be stopped by lowering the tremie. The means of supporting the tremie shall be such as to permit the free movement of the discharge end over the entire top surface of the work, and shall permit it being lowered rapidly when necessary to choke off or retard the flow. The flow shall preferably be continuous and in no case shall be interrupted until the work is completed. Exercise special care to maintain still water at the point of deposit. i. When the concrete is placed by means of a bottom dump bucket, the bucket shall be lowered gradually and carefully until it rests upon the concrete already placed. The bucket shall then be raised very slowly during the discharge travel; the intent being to maintain, as nearly as possible, still water at the point of discharge and to avoid agitating the mixture. Aluminum buckets will not be permitted. j. Do not commence pumping, to dewater a sealed cofferdam, until the seal has set sufficiently to withstand the hydrostatic pressure, and in no case earlier than 72 hours after placement of concrete. k. Notify Engineer a minimum of 24 hours prior to concreting and request a specific time for observation of reinforcing and formwork for portions of concrete work to be placed. No observation will made by the Engineer until rebar installation for all work to be done and all formwork has been completed and approved by the Contractor's field superintendent. Do not order concrete until all correction and additions indicated by the Engineer have been made. Should the Engineer's observation reveal that work is improperly prepared and an additional observation will be required, he will so inform the Contractor and all above requirements shall also govern. 7. Repair of Surface Defects: a. Repair all concrete surface defects, which includes, but not limited to cracks, tie holes (no plastic cones), uneven holes, honey combs, rough frame work and other objectionable conditions deemed unacceptable to the Engineer immediately after form removal. This repair work is to be done for all concrete expose surfaces, liquid applied surface or painted surfaces in or out of the water. Repair all cracks and defects in the concrete floors, beams, joists, columns, and other structural members, roof and walls, to the satisfaction of the Engineer, that may occur up to one year after acceptance of work regardless of the cause. Test unformed, surfaces such as monolithic slabs, for smoothness and verify placement 03300 -11 Project #19356 OPA-LOCKA 10/2022 tolerances specified for each surface and finish. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness. Repair unformed surfaces that contain surface defects which affect durability of concrete. Surface defects, as such, include cracking, cracks which penetrate to reinforcement or completely through non -reinforced sections regardless of width, spalling, pop -outs, honeycomb, rock pockets and other objectionable and rough conditions. b. Proprietary compounds for adhesion or as patching ingredients may be used, if approved by the Engineer. All structural repair of surface defects to be made require the approval of the Engineer, as to the method and procedure. Approval of the completed work must be obtained from the Engineer. 8. Finishing of Formed Surfaces. a. Apply rough form finish to exterior walls below grade not exposed to water. b. Apply smooth form finish to exterior and interior walls and columns exposed to water. c. Apply smooth form finish to interior walls and underside of floors, stairs and slabs. d. In addition to the smooth form finish, apply a grout cleaned finish to concrete walls and surfaces exposed to public view and underside of formed floors, stairs or slabs. e. Apply a rubber float grout mix to properly prepared concrete surface, only when approved by the Engineer. Mix shall have one part Portland cement to two parts fine sand in a 50% water and 50% Acryl #60 (Thoroseal or Acryl Set) mix or Acryl Set by Master Builders. Make a 10' by 10' sample on the concrete wall for the approval of the Engineer. Finished surface shall be a non dusting hard finish, when scratched with a'/4" metal edge. f. Finish concrete surface, interior or exterior, below or above water shall include all: 1) Exposed concrete. 2) Grout finished concrete. 3) Painted surface concrete. 4) Liquid membrane finished concrete shall comply with manufacturer's requirements. 5) The entire surface of finished concrete shall have a smooth uniform surface, there shall be no offsets, visually bulges, or wavering in the finished surfaces. The joints must be accurately aligned, they can not be uneven or in or out, a higher and lower, there shall be no fins, projection or unevenness between forms. 6) If after stripping the forms the Engineer determines that the finished concrete does not comply with any or all of the above requirements, the Contractor shall submit his proposal in writing to the Engineer as to his methods of correcting the work at no added cost to the OWNER, which shall include, but not limited to all grinding of fins, projections, unevenness between joints, form high spots and uneven spots. 7) In addition to all other requirements, concrete surfaces exposed to public view, irrespective of size, area or location shall be completely clean and free of: (1) Stains of any nature, (2) Parts of forms or other wood of any nature, (3) Iaitance, (4) "Run -downs" of leaked water from secondary pours, (5) Nails, (6) Strips, (7) Ties and (8) all other extraneous, deleterious materials 03300 -12 Project #19356 OPA-LOCKA 9. Slabs 10/2022 and/or substances which may affect the finished appearance and condition of exposed concrete. Surfaces not meeting the above requirements are to be repaired and treated at no additional cost to the OWNER. a. Unless otherwise noted on the Contract Drawings, place strips alternately at maximum 20 feet center -to -center and to align with column centerline. Do not place adjacent strips until elapse of twenty four hours after first strip is placed. Place slabs on grade by the "strip -cast" method. Method to be reviewed by the Engineer. Provide saw -cut joints at maximum 20 feet center -to -center and to align with column center lines within four hours of final finishing. b. Provide doweled construction joints where shown on the Contract Drawings. c. Provide a hard steel troweled finish, free from trowel marks and irregularities, to slabs and floors. d. Provide a light hair -broom finish to exterior slabs and floors exposed to public view. Leave hair -broom lines parallel to direction of the slab drainage. e. Provide a stiff bristle broom finish to slabs and floors with slopes greater than 10 percent. Leave broom lines parallel to slope drainage. f. Finish exposed edges of slabs, floors and tops of walls with a %-inch radius edge unless a chamfer is called for on the Contract Drawings. 10. Curing and Protection a. Comply with ACI 305 "Hot Weather Concreting", Chapter 4, with the supplements and modifications to ACI 301 listed herein. b. Only concrete water curing for not less than 7 days (24 hours/day continuously) will not be accepted; Burleen mats shall be used in curing. Water cure by ponding or continuous sprinkling covering complete surface with minimum runoff. The application of water to wall may be interrupted for grout cleaning only over the areas being cleaned at the time, and the concrete surfaces shall not be permitted to become dry during such interruption. c. Begin all water curing as soon as concrete is set and concrete will not be damaged. Keep concrete and wall forms wet the first 24 hours. Remove forms as indicated in Formwork, Section 3.02-C.4, and continue with 7 day water curing. Recoat damaged surfaces subject to heavy or surfaces damaged by construction procedures within 3 hours of damage. Method of repair shall be approved by the Engineer. 11. Testing a. Testing laboratory will be selected and paid for by the Contractor. Send results of all test to the OWNER and to the Contractor. The Contractor shall notify the Testing laboratory at least 24 hours before each concrete placing. b. Obtain and mold 3 specimens for each fifty (50) cu. yds., or fraction thereof, of each class of concrete placed each day or as directed by the Engineer. c. Cure specimens from each sample in accordance with ASTM C31. Record in test report any deviations from this Standard. d. Test specimens in accordance with ASTM C39. Test one specimen at twenty 03300 -13 Project #19356 OPA-LOCKA 10/2022 eight (28) days for acceptance and, one specimen at three (3) days and seven (7) days respectively, for information. If one specimen in a test manifests evidence of improper sampling, molding or testing, it shall be discarded and the strength of the remaining cylinders shall be considered the test result. e. Contractors Superintendent shall color code on a set of structural drawings the extent of days work and date to conform to cylinders test. f. Perform slump test at discharge of mixer, one for each strength test in accordance with ASTM C143. In the event slump is excessive, testing laboratory will immediately notify the Contractor's superintendent and the Engineer's representative on site. The Contractor shall then reject all concrete with excessive slump and/or deposit time. g. Drying Shrinkage Test: A drying shrinkage test shall be conducted on the preliminary trial batch with the maximum water-cementitious materials ratio used to qualify each proposed concrete mix design using the concrete materials, including admixtures, that are proposed for the project. Three test specimens shall be prepared for each test. Drying shrinkage specimens shall be 4 x 4 x 11 inch prisms with an effective gauge length of 10 inches fabricated, cured, dried, and measured in accordance with ASTM C 157 except with the following modifications: 1) Specimens shall be removed from the molds at an age of 23 hours ± 1 hour after trial batching, shall be placed immediately in water at 73° F ± 3°F for at least 30 minutes, and shall be measured within 30 minutes thereafter to determine original length and then submerged in lime -saturated water as specified in ASTM C157. Measurement to determine expansion expressed as a percentage of original length shall be taken at age 7 days. The length at 7 days shall be the base length for drying shrinkage calculations ("0" days drying age). Specimens then shall be stored immediately in a humidity controlled room maintained at 73° F ± 3°F and 50% ± 4% relative humidity for the remainder of the test. Measurements to determine shrinkage expressed as percentage of base length shall be reported separately for 7, 14, and 21 days ±4 hours of drying from "0" day after 7 days of moist curing. 2) Drying shrinkage deformation for each specimen shall be computed as the difference between the base length (at "0" days drying age) and the length after drying at each test age. Results of the shrinkage test shall be reported to the nearest 0.001 percent. If drying shrinkage of any specimen deviates from the average for that test age more than 0.004 percent, the results for that specimen shall be disregarded. 3) The average drying shrinkage of each set of test specimens cast in the laboratory from a trial batch as measured at the 21 days drying age shall not exceed 0.036 percent and 0.042 percent at the 28 -day drying stage for all concrete. a) The maximum concrete shrinkage for specimens cast in the field shall not exceed the trial batch maximum shrinkage requirement by more than 25 percent. b) If the required shrinkage limitation is not met during construction, the Contractor shall take any or all of the following actions at no additional cost to the OWNER, for securing the specified shrinkage requirements. These actions may include changing the source or aggregates, cement 03300 -14 Project #19356 OPA-LOCKA 10/2022 and/or admixtures, including Tetra Guard AS 20 or approved equal; reducing water content; washing of aggregate to reduce fines; increasing the number of construction joints; modifying the curing requirements; or other actions designed to minimize shrinkage or the effects of shrinkage. 4) Alkali -aggregate reactivity potential shall be determined in accordance with Appendix XI of ASTM C 33. Aggregates shall be tested in accordance with ASTM C 289 and C295 to determine potential reactivity. Aggregates which do not indicate a potential for alkali reactivity or reactive constituents may be used without further testing. Aggregates which indicate a potential for alkali reactivity shall be further tested in accordance with ASTM C227 or C1105, as appropriate, using a cement containing less than 0.6 percent alkalies. At the discretion of the Engineer, testing in addition to that indicated in Appendix XI of ASTM C33 may be performed on potentially reactive aggregates. Nonreactive aggregates shall be imported if, in the opinion of the Engineer, local aggregates exhibit unacceptable potential reactivity. 12. Evaluation And Acceptance of Concrete. a. If tests are insufficient or inadequate, test and evaluate by core tests. Failure of any concrete cylinder to meet specified requirements shall be deemed as non- complying and costs of additional tests to determine the adequacy or inadequacy shall be borne by the Contractor. Concrete rejected for any reason is to be removed and replaced, including labor, forms and reinforcing, to meet specifications at no additional cost to the OWNER and no additional time extension. 13. Additional Requirements. a. Submit shop drawings as required per General Conditions and elsewhere in these specifications. Prime Contractor shall check and approve all shopdrawings prior to submission. Do not fabricate any item requiring shopdrawings until approval of shopdrawings has been granted by the OWNER. Partial shopdrawings are not accepted, submit drawings for complete submittal. b. Provide precast or cast -in -place reinforced concrete lintels at all masonry openings and sills at all windows. Reinforce to suit loads and span. Provide minimum 8" bearing at each end and, pour integral with columns where opening abuts columns. c. Sidewalks in R.O.W.: Provide poured -in -place 4" thick concrete slab, 3000 psi concrete, with continuous 8" deep thickened slab edges. Isolate walks from vertical surfaces with '/2" expansion joint material. Provide '/2' expansion bituminous joint material flush with top of concrete slabs at 20 feet on center and tooled joints at 5 feet on center. Tool all open edges to a smooth radius and all edges adjacent to the forms. END OF SECTION 03300 -15 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 03300 -16 Project #19356 OPA-LOCKA 10/2022 SECTION 03375 FLOWABLE FILL PART 1 - GENERAL 1.01 SCOPE OF WORK A. This Section specifies the requirements for flowable fill used for trenches, support for pipe structures, culverts, utility cuts and other works where cavities exist and where firm support is needed for pavements and structural elements. Flowable fill may also be used to fill water and sewer lines, and fuel tanks placed out of service, and at other locations approved by the Engineer of Record. PART 2 - PRODUCTS 2.01 MATERIALS The materials used shall conform with the requirements specified in Division III of the F.D.O.T. Standard Specifications for Road and Bridge Construction, latest edition, and herein. Specific references are as follows: A. Portland Cement (Types I, II or III) Section 921. B. Fly Ash, Slag and other Pozzolanic Materials for Portland Cement Concrete Section 929. C. Fine Aggregate (Sand)* Section 902. D. Water Section 923. *Any clean sand with 100% passing 3/8" sieve and not more than 10% passing with 200 mesh may be used. 2.02 MIX PROPORTIONS A. The Contractor shall be responsible for producing a flowable mixture using these guidelines and by adjusting his mixture design as called for by circumstances or as may be directed by the Engineer of Record. B. Excavatable flowable fill material shall be proportioned to produce a 28 -day compressive strength of 100 psi. 03375 - 1 Project #19356 OPA-LOCKA 10/2022 C. General mix quantities are as follows: Components Pounds per Cubic Yard Cement 50-100* Fly Ash or Granulated 0-600 Blast Furnace Slag Fine Sand Water 2,750 (adjust to yield one cubic yard of flowable fill) 500 (Maximum) * The percentage of cement may be increased above these limits only when early strength is required and future removal is unlikely. D. Weights for fine aggregate and water shall be adjusted according to cementious content. The mix proportions shall be adjusted for removability, pumpability and flowability. If required, strength test data shall be provided prior to batching. E. If required by the Engineer of Record, the fiowability can be measured by afflux time determined in accordance with ASTM C 939 and shall be 30 seconds ± 5 seconds as measured on mortar passing the No. 4 sieve. The equipment required to perform this test shall be provided by the Contractor. 2.03 APPROVED MIXES OF "EXCAVATABLE FLOWABLE FILL" FDOT - Approved Design Mixes for Dade County Plant Mix Number Tarmac 04-FF-65 Rinker Materials Corp. 04-FF-52 Central Concrete Supermix Inc. 06-FF-41 Cemex 06-FF-48 03375 - 2 Project #19356 OPA-LOCKA 10/2022 PART 3 - EXECUTION 3.01 PRODUCTION AND PLACING Flowable fill shall be produced and delivered using concrete construction equipment. Placing flowable fill shall be done by chute, pumping or other methods approved by the Engineer of Record. 3.02 CONSTRUCTION REQUIREMENTS The flowable fill shall be placed to the designated fill line without vibration or other means of compaction. Placement shall be avoided during inclement weather, e.g. rain or ambient temperatures below 40 degrees F. The Contractor shall take all necessary precautions to prevent any damages caused by the hydraulic pressure of the fill during placement prior to hardening. Also, necessary means to confine the material within the designated space shall be provided by the Contractor. 3.03 ACCEPTANCE A. The flowable fill shall be proportioned and placed as specified herein. In general, the strength desired is the maximum hardness that can be excavated at a later dated using conventional excavating equipment. No curing protection is required. B. The fill shall be left undisturbed until material obtains sufficient strength. Sufficient strength is 250 psi penetration resistance as measured using a hand held penetrometer. The penetrometer shall be provided by the Contractor. C. All flowable fill areas subject to traffic loads must have a durable riding surface. D. An approved type of accelerator may be approved for the placement of "Flowable Fill" in traffic areas when submitted to the OWNER for D.O.T. approval. END OF SECTION 03375 - 3 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 03375 - 4 Project #19356 OPA-LOCKA 10/2022 SECTION 03600 GROUT PART 1 GENERAL 1.01 WORK INCLUDED A. The work included in this Section consists of grouting the various items listed hereinafter and indicated on the Drawings. 1.02 RELATED WORK A. Section 03300 Cast -In -Place Concrete 1.03 SUBMITTALS A. Manufacturer's literature shall be submitted for review on the following items. 1. Nonshrink grout data shall include grout properties, mixing, surface preparation and installation instructions. 1.04 DELIVERY AND STORAGE A. Grouting materials shall be delivered and stored in unbroken containers with seals and labels intact as packaged by the manufacturer. 1.05 QUALITY ASSURANCE A. If the project includes patching, throughbolt holes, epoxy anchors, and/or blockouts, the manufacturer shall, if necessary, train the CONTRACTOR's employees in the mixing and curing of the epoxy grouts for each of these applications. B. Furnish one year warranty. Manufacturer's warranty shall not contain a disclaimer limiting responsibility to the purchase price of products or materials. PART 2 PRODUCTS 2.01 MATERIALS A. Class I Non -Shrink Grout (5000 psi) shall be Masterflow 713 Plus by BASF, Five Star Grout by Five Star Products, Sikagrout 212 by Sika Corporation, Premier by L&M Construction Chemicals; High -Flow Grout by Euclid Chemical Company, CG 200 PC by Hilti, or approved equal. B. Class II Non -Shrink Grout (7500 psi) shall be Masterflow 928 by BASF, Five Star Fluid Grout 100 by Five Star Products, Crystex by L&M Construction Chemicals, or approved equal. C. Nonshrink Metallic Grout: Master Builders Embeco 636 Grout pre -mixed type, 03600 -1 Project #19356 OPA-LOCKA 10/2022 or equal. D. Epoxy Grout: DP Five Star epoxy grout by U.S. Grout Corp., or equal. 2.02 BASE FOR VIBRATING PUMPS AND MACHINERY A. The OWNER requires an expansive, non -shrink epoxy grout to service as a base for pump bases and other machinery. The slab shall be constructed with an epoxy grout that can absorb vibration and provide support for precision machinery. Pump bases shall be constructed to the dimensions and thickness required by the pump or machinery manufacturer for the application. B. Pump bases over 100 horsepower shall be constructed with DP Five Star Epoxy Grout. Approved equals to the Five Star Epoxy Grout product shall be considered only a detailed analysis for vibration and harmonic interference are provided for the application. 2.03 EPDXY ANCHOR GROUT A. Epoxy anchor grout shall conform to ASTM C 881 - Epoxy -Resin -Base Bonding Systems for Concrete, Type IV, Class A, B and C, Grade 3 with the exception of gel time. B. Heat deflection temperature per ASTM D 648 -- Test Method for Deflection Temperature of Plastics Under Flexural Load shall be a minimum 120 degrees. C. Manufacturer shall certify that the epoxy anchor grout will maintain 90 percent of its strength up to a temperature of 125 degrees F. D. Grout shall come in a 2 chambered cartridge with a metering system that provides the proper ratio of hardener and resin. The grout shall also come with a static mixer nozzle to thoroughly mix the hardener and resin together. E. Epoxy anchor grout shall be capable of being used in submersed applications once cured. F. Compressive strength per ASTM D 695 - Test Method for Compressive Properties of Rigid Plastics shall be 10,000 psi minimum. G. If the average working or operating temperature will be over 100 degrees F or in a high fire risk area, use cement based non -shrink grout and oversized holes. H. Overhead anchors and anchors in fire -resistive construction shall be cast -in anchors. I. Embedment of adhesive anchors/rebar shall be deep enough to develop the anchor/rebar. Embedment shall not exceed 67 percent of the member depth. J. Epoxy anchor grout shall be SET -XP by Simpson Strong -Tie Co., Inc.; Powers PE1000+ by Powers Fasteners, Inc.; RE 500 SD by Hilti, Inc.; or approved equal. 03600 - 2 Project #19356 OPA-LOCKA 10/2022 PART 3 EXECUTION 3.01 PREPARATION A. All bonding surfaces shall be clean and dust and oil free. Grout shall be mixed and applied in accordance with manufacturer's recommendations. B. Grout Mix proportions (for grout to fill cores in reinforced masonry walls): 1. One part Portland cement, Type I or II. 2. 2-1/4 parts damp, loose sand. 3. Parts shot gravel (3/8" maximum). 4. Mix to conform to ASTM C476-83 with a minimum compressive strength of 2500 psi at 28 days, have an 8" minimum and 10" maximum slump. C. Grout shall not be placed until base concrete or masonry has attained its design strength, unless authorized otherwise by the ENGINEER. Surfaces that will be in contact with grout shall be free of dirt, loose rust, oil, wax, grease, curing compounds, laitance, loose concrete, and other deleterious materials. D. Mechanical, electrical, and finish WORK shall be completed prior to placement of topping or concrete/grout fill. To ensure bonding to the base slab, the base slab shall be given an exposed aggregate finish. Alternatively where accepted by the ENGINEER, the base slab shall be given a roughened textured surface by a close -spaced rake while the surface is green. After curing, high pressure washing shall expose the aggregates and produce not less than a 3/16 -inch amplitude roughness. Jackhammers or chipping hammers shall not be used. 3.02 INSTALLATION A. Nonshrink Grout: 1. Nonshrink, nonmetallic grout shall be used for grouting precast concrete wall panel connections, column base plates, anchor bolts, reinforcing bars, pipe sleeves, and machinery supports. 2. Grout shall be mixed as close to the work area as possible and transported quickly to its final position in a manner which will not permit segregation of materials. 3. Nonshrink grout shall be cured with water saturated burlap for at least three days or with an application of Super Rez Seal cure and seal compound applied immediately after grout placement. 4. Machinery set on grout pads shall not be operated until the grout has cured for at least 24 hours. 5. Expansive, non -shrink epoxy grout in the category of the DP Five Star Epoxy Grout shall be used for installation of vibrating machinery such as pumps. B. Epoxy Adhesive Anchors: Grout shall be proportioned and mixed with automatic equipment. Unless otherwise indicated, embedment shall be sufficient to 03600 - 3 Project #19356 OPA-LOCKA 10/2022 develop the ultimate tensile strength of the anchor or reinforcing bar per the manufacturer's ICC-ES report, but shall not be less than 8 diameters for threaded rod or 12 diameters for reinforcing or smooth bars. Holes shall be dry. C. Drilled anchors and reinforcing bars shall be installed in strict accordance with the manufacturer's instructions. Holes shall be roughened with a brush on a power drill, and cleaned. Drilled anchors shall not be installed until the concrete has reached the required 28 Day compressive strength. Anchors shall not be loaded until the grout has reached its indicated strength in accordance with the manufacturer's instructions. END OF SECTION 03600 - 4 Project #19356 OPA-LOCKA 10/2022 SECTION 05550 CASTINGS PART 1 - GENERAL 1.01 SCOPE OF WORK: This section specifies castings for use in this project, including manhole frames and covers, and both water and sewer valve boxes and covers. It also establishes casting requirements, including tolerances, on all castings to be furnished and installed under this project. 1.02 RELATED SECTIONS: A. Section 02536 - Precast Manholes & Covers 1.03 REFERENCES: Unless otherwise indicated, all materials, workmanship and practices shall be in accordance with the current edition of the ASTM A48, "Gray Iron Castings", Class 35B. Proof Loading: AASHTO M306 Loading 1.04 QUALIFICATIONS: Manufacturer: Company specializing in manufacturing of products specified in this section with minimum five years documented experience. Non -domestic castings shall conform with all marking and other requirements contained in federal and state statutes. PART2-PRODUCTS 2.01 GENERAL A. Shop drawings shall be furnished for all castings supplied and said drawings shall include certified dimensions and weights of all components. Dimensions shall conform with MDWASD Standard Detail requirements. B. Finish casting dimensions shall be held to the following tolerances: Up to 4 inches, ±1/32 inch; 4 to 8 inches, ±3/64 inch; 8 to 12 inches, ±1/16 inch; 12 to 24 inches ±1/8 inch; above 24 inches, add the appropriate (minimum) value from those given above to ±1/8 inch. Note that this shall not affect the requirement that mating surfaces shall be machined and shall bear for their full length. Components shall be interchangeable with new and existing units without exceeding the tolerance add up specified above. C. Weight of castings supplied shall not vary more than ±5 percent from the certified weight supplied by the Contractor as a part of his shop drawings. D. The foundry's name (and if not domestically produced, foundry's name and country) shall be cast in the bottom of each lid. Body and lid or frame and cover shall be manufactured by the 05550 - 1 Project #19356 OPA-LOCKA 10/2022 same foundry. Manufacture of the various components comprising one set, such as for example; a valve box and lid, by different manufacturers is expressly forbidden. E. Note that name cast into the bottom of the lid shall be the name of the actual foundry doing the casting. Name of an importing, purchasing or fabricating (from components) firm will not be acceptable. Methods of attaching this information other than casting are not acceptable. F. With the shop drawings of each component, submit the name, address and county of the foundry producing the component. Further, this foundry shall not be changed during the course of the Contract without written previous notification of and written permission from the Engineer and OWNER. G. Each shipment of castings provided by the Contractor shall be accompanied by a certification specifically stating that the materials of that shipment comply with all requirements of this Specification, specifically including dimensions and tolerances, materials of manufacture, weights of components, marking and foundry of origin. This certification shall be signed, dated and sealed by a registered professional engineer licensed to practice in state where the materials are cast or if not of domestic manufacture in the state where the supplying firm is located. One original of this certification shall be shipped with the materials and one original shall be sent to OWNER. Shipments sent without the certification as required above may not be accepted. H. Contractor's should be aware that it is the intent of the OWNER to periodically check materials supplied for conformance to these specifications to include materials testing, dimensions and tolerances, component weights, marking, finish and fit, and such other matters as are necessary to assure supply of products meeting our requirements. Random testing of materials supplied will be at OWNER expense if passed. Any retesting due to material not passing tests will be at the supplier's expense. 2.02 CASTINGS AND MATERIAL, GENERAL A. General materials used in the manufacture of the castings shall conform to ASTM Standard A48, "Gray Iron Castings", latest edition, for Class 35B iron. Manhole and valve box covers shall have a roadway type surface, machined mating surface and shall be non - rocking. B. Castings shall be furnished unpainted with shotblasted finish. C. Castings shall be as manufactured by U.S.F. Fabrication, Inc., Neenah Foundry, or approved equal. 2.03 MANHOLE FRAMES AND COVERS Manhole frames and covers shall be MDWASD Type "A" with roadway cover, U.S.F.F. No. 310 or approved equal. (See Miami Dade Water and Sewer Department's Standard Detail SS 4.0) The covers shall be cast labeled "Sanitary Sewer". 2.04 VALVE BOXES AND COVERS - SEWER Valve boxes and covers for sewer applications shall be MDWASD No. 53, in accordance with the Standard Details. Valve box covers shall be cast labeled with the letter "S" 05550 - 2 Project #19356 OPA-LOCKA 10/2022 2.05 VALVE BOXES AND COVERS - WATER Valve boxes and covers for water applications shall be MDWASD Nos. 2 and 3, in accordance with the Standard Details. Valve box covers shall be cast labeled with the letter "W" PART 3 - EXECUTION 3.01 GENERAL INSTALLATION A. Castings with cracks or other defects, shall not be installed in the work. B. The use of sloped asphaltic concrete ramp rings will not be permitted. C. The Contractor shall provide all barricades, signs and flashing warning lights necessary to warn pedestrians and motorists of the construction along the entire route of the project. D. Frames and covers or valve boxes and covers shall be set accurately to grade to conform to the finished grade of the adjacent areas. E. Castings level without tipping, to correct elevations. F. Manhole frames and covers shall be with a minimum of 3 and a maximum of 5 courses of brick provided as a leveling course. G. It shall be the Contractor's responsibility to assure that castings are set to match existing and/or proposed finish paving grades. END OF SECTION 05550 - 3 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 05550 - 4 Project #19356 OPA-LOCKA 10/2022 SECTION 15060 PIPING AND FITTINGS PART 1 - GENERAL 1.01 SCOPE: A. This section describes materials, testing, and installation of ductile -iron pipe and fittings for water and sewer mains, small diameter Poly Vinyl Chloride Pipe (PVC) with threaded, flanged and solvent cemented joints; Copper Pipe and Fittings, and High Density Polyethylene Pipe for water services. The work included in this section consists of furnishing all material, equipment, craft labor and performing all operations necessary for the supply, installation, and commissioning of all piping, fittings and accessories within the limits of work, as shown on the drawings and specified herein. B. Where references are made to other standards or codes, unless specific date references are indicated the latest edition of said standard or code shall govern. 1.02 WORK NOT INCLUDED UNDER THIS SECTION: Piping installation for various types of piping systems is specified other sections herein that constitute MDWASD's Design Standards and Construction Details. Installations specified in this section are supplementary to those sections and in the case of conflict the more stringent condition shall prevail. For type PSM SDR-35, 26 PVC and AWWA C900 PVC sewer pipe and fittings see Section UC-250, "Gravity Sewer Systems". 1.03 RELATED SECTIONS: A. Section 15010 - Basic Mechanical Requirements B. Section 15065 - Miscellaneous Materials C. Section 15070 - Jacking and Boring D. Section 15075 - Aerial Crossings E. Section UC-250 - Gravity Sewer Systems F. All sections specifying various types of valves. 1.04 PIPING LAYOUT AND DESIGN CRITERIA: A. Field verify dimensions prior to preparation of layout and shop drawings. Obtain the following information from the drawings and specifications: 1. Elevation of the pipe centerline and of the completed ground. 2. Alignment of the pipeline. 3. Field test hydraulic gradient elevation (HGL). 4. Nominal internal diameter, ID. 5. Design internal pressure class or HGL 6. Joint types. 15060 - 1 OPA-LOCKA 10/2022 B. Obtain shop drawing approval prior to fabrication of piping. All items not specifically men- tioned in the Specifications or noted on the approved Plans, but which are reasonably nec- essary to for a complete, functional, and satisfactory installation shall be included. 1.05 SUBMITTALS A. Submit shop drawings in accordance with the General Provisions. B. Provide an affidavit of compliance with standards referenced in this specification, e.g., AW- WA C151, AWWA C153, etc. C. Submit copy of report of pressure tests for qualifying the designs of all sizes and types of pipe and fittings that are being used in the project. The pressure test shall demonstrate that the minimum safety factor described in relevant standard is met. D. Submit piping layout profile drawings showing location and dimensions of pipe and fittings; submit after equipment and valve submittals have been reviewed and marked "Resubmittal not required." Include laying lengths of valves, meters, in -line pumps, and other equipment determining piping dimensions. Label or number each fitting or piece of pipe. Piping having identical design pressure class, laying lengths, and bell -and -spigot dimensions that is to be placed in long straight reaches of alignment may have the same identifying label or number. E. Provide the following information: 1. Mortar lining thickness. 2. Wall thickness. 3. Material test data for this project. 4. Show deflections at push -on and mechanical joints. 5. Submit joint and fitting details and manufacturer's data sheets. F. Fully detailed drawings of all fittings proposed shall be supplied by the manufacturer with his bid. The tabulated nominal weight of each size and type of fitting shall also be supplied by the manufacturer for all items proposed. This weight shall be that of the bare casting prior to application of any lining or coating. G. Submit calculations and test data proving that the proposed restrained joint arrangement for restrained joint pipe can transmit the required forces with a minimum safety factor of 1.5. H. Submit copy of manufacturer's quality control check of pipe material and production. Include hydrostatic test records and acceptance test records. For each acceptance test, submit a stress -strain diagram showing yield strength, yield point, tensile strength, elongation, and re- duction in area. Provide specimen test section dimensions and speed and method used to determine speed of testing, method used for rounding of test results, and reasons for re- placement specimens, if any. Submit ring -bending test of pipe of the same diameter and pressure class as the pipe required for this project to prove ring -bending stress at 48 ksi re- sults in a factor of safety of 2.0. I. For Ductile Iron Pipe and fittings, submit certificate that cement for mortar lining complies with ASTM C150, designating type. 15060 - 2 OPA-LOCKA 10/2022 J. Submit test report on physical properties of rubber compound used in the gaskets. K. Submit test reports and certifications for ceramic epoxy lining as specified herein. Submit applicators qualifications. Submit manufacturer's written recommendations for application and repair of coating. L. Submit drawing or manufacturer's data sheet showing flange facing, including design of fac- ing serrations. M. Submit weld procedure specification, procedure qualification record, and welder's qualifica- tions prior to any welding to ductile -iron pipe or fittings. 1.06 DELIVERY, STORAGE, AND HANDLING A. During shipping, delivery and installation of pipe and accessories, handle in a manner that is incompliance with the manufacturer's recommendations, and employ procedures that ensure delivery of an undamaged operable product B. Exercise particular care not to damage coatings by limiting exposure or physical contact with other materials, objects, or the environment. 1.07 INSPECTION The Owner's Representative will inspect materials, production, and testing of pipes, fittings, and special pieces at manufacturer's plant. 1.08 QUALITY ASSURANCE All pipe, fittings and other materials supplied under this contract shall be subject to inspection while still on the delivery truck. It is the sole responsibility of the vendor and supplier to make prior contact with the Storekeeper or the Construction Management section and provide a minimum of 48 -hours prior notice of delivery. When so notified, the OWNER will make arrangements for inspection of the material upon arrival or within a reasonable time thereafter. Material shall not be unloaded without inspections taking place either prior to or, if necessary for examination, during the unloading procedure. The OWNER will not be responsible for any delays or additional costs created by non- compliance with the requirement for prior notification or the requirement for thorough inspection. Materials shall be delivered in complete compliance with the AWWA Standards as modified herein, without damage, and shall match or exceed the quality of any samples supplied. The OWNER absolutely reserves the right to require samples of any material supplied and to perform whatever tests considered by the Engineer, whose decision shall be final, to be in the OWNER's best interest on said samples. Where such tests are of a destructive nature, the sample, if it passes the test will be paid for (at cost as shown by invoice) by the OWNER. Samples failing will be immediately replaced with suitable material at the supplier's/contractor's expense. Samples required prior to order as a condition for purchase or as a materials submittal for approval will be at the supplier's/contractor's expense but, if approved and not used for destructive tests, may be used in the work with permission from the Engineer. Materials found to be defective, not in strict compliance with the quality standards of samples 15060 - 3 OPA-LOCKA 10/2022 supplied or these specifications shall be immediately returned to the vendor at his expense. If defects are discovered at a later time, the vendor shall be required to remove said items and shall bear all costs for so doing together with any replacement costs. Rejection of items may subject the vendor to liquidated and/or actual damages as specified elsewhere herein. Foundries supplying materials shall maintain their metallurgical records for a minimum period of two years after fabrication and firms not doing so may be found in default. Flaws which provide cause for rejection include; 1. Incorrect metallurgy or metallurgy which cannot be verified to the complete satisfaction of the Engineer; 2. Foundry identification/location, size, pressure and material identification information lost, removed, non-existent, or not visible when assembled; 3. Not in complete compliance with all applicable AWWA Standards as modified herein and/or these specifications; 4. Not in compliance with NSF; 5. Not in compliance with approved shop drawings; 6. Out of roundness in excess of AWWA requirements; 7. Dimensional differences in excess of AWWA requirements; 8. Rough exterior coating; 9. Chipped, cracked, scratched or otherwise damaged interior or exterior coatings or linings; 10. Interior or exterior coatings which are too thin; 11. Coatings too thick to allow proper assembly; coatings too thick to allow proper grip by restraining gaskets or other restraining elements; 12. Pin holes or honey combing of pipe; 13. Weld spatter or excess metal in gasket grooves or the whole of the bell area; 14. Bell areas which are distorted or otherwise improperly cast; 15. Spigots which are out of round, not of proper dimension, or not beveled to an extent that will allow easy assembly of the pipe joint; 16. Gaskets which are defective or of the wrong material; 17. Lack of joint materials; 18. Improper or defective joint materials; 15060 - 4 OPA-LOCKA 10/2022 19. Bolting of the wrong material or size; 20. Electro galvanizing or other exterior plating when hot -dip galvanizing is required; 21. Incorrect, flawed or damaged interior coating or lining; 22. Lack or non -submittal of all required certifications; 23. Non -timely submission of certifications; incorrect/incomplete certifications or certifications lacking the signature, date and seal of a professional engineer when so required; 24. Flanges which are too thin, not a right angles to the pipe centerline, or otherwise distorted; 25. The above listed items together with all other flaws or defects which in the opinion of the Engineer, whose decision shall be final, adversely affect the assembly and/or function of the piping system as intended. PART 2 - PRODUCTS 2.01 PIPE AND FITTINGS: DUCTILE IRON A. GENERAL As used herein, "ANSI" denotes the American National Standards Institute, "AWWA" denotes the American Water Works Association, and "ASTM" denotes the American Society for Testing and Materials. All pipe and fittings to be furnished hereunder shall conform to the referenced ANSI and/or AWWA Standard as modified herein, as appearing in the following sections. All markings required on pipe and fittings, shall be permanent and clearly legible and located such that they will not be hidden or destroyed when assembled into the intended system. Plainly mark each length of straight pipe and each fitting at the bell end to identify the design pressure class, the wall thickness, and the date of manufacture, and the proper location of the pipe item by reference to the layout schedule. Mark the spigot end of restrained joint pipe to show clearly the required depth of insertion into the bell. B. DUCTILE IRON PIPE All pipes shall be ductile iron pipe conforming to ANSI/AWWA Standard C151/A21.51-09, "Ductile -Iron Pipe, Centrifugally Cast, for Water". All pipe and fittings for water applications shall be in full compliance with ANSI/NSF 61, "Drinking Water System Components -Health Effects". Manufacturers shall maintain their NSF certification for the duration of the Contract and any extensions thereof. The pipe thickness and outside diameter of pipe for sanitary sewer and water usage shall conform to Tables 1 and 2 (for push -on and mechanical joint pipe, respectively) of ANSI/AWWA Standard C151/A21.51-09 for the following sizes. The pressure class specified is the minimum permitted: 15060 - 5 OPA-LOCKA 10/2022 Size Pressure Class 4 -inch through 12 -inch 350 14 -inch through 20 -inch 250 24 -inch 200 30 -inch through 54 -inch 150 For restrained joint pipe, the thickness of the pipe barrel remaining after grooves are cut, if required in the design of restrained end joints, shall not be less than the nominal wall thickness of equal sized non -restrained joint pipe as shown above. Minimum wall thickness for pipe having threaded flanges shall be Special Class 53 or Pressure Class 350. Minimum pipe wall thickness required for corporation stops and tapped outlets shall be in accordance with Table A.1 of ANSI/AWWA C151/A21.51-09 for three full threads for design pressures up to 250 psi and four full threads for design pressures over 250 to 350 psi. For flanged ductile -iron pipe with integrally cast flanges or threaded flanges, the nominal wall thickness of the pipe barrel shall be as specified in Section 3.3, "Joints and Accessories" under "Flanged Joints", herein below. Minimum wall thicknesses for pipe having grooved -end joints shall be as shown in the following table: DI Pipe and Fitting Sizes (inches) Grooved End Joint Wall Thickness* 16 and smaller Special Class 53 18 Special Class 54 20 Special Class 55 24 to 36 Special Class 56 42 and larger Special Class 53 or Pressure Class 350 *Special Class and Pressure Class per AWWA C151-09. Each piece of pipe shall be marked as required in Subsection 4.7 of AWWA C151-09. Letters and numerals on pipe sizes 12 -inch and smaller shall be not less than 3/8 -inch. The OWNER absolutely reserves the right to require the use of "thickness" class pipe or higher pressure class pipe in applications where in the opinion of the Engineer such use is in the best interest of the OWNER. The Engineer's decision in this regard shall be final. A sufficient quantity of non-toxic vegetable soap lubricant shall be supplied with each shipment of pipe. The soap lubricant shall be suitable for use in subaqueous trench conditions. Single gasket push -on pipe shall be shipped in standard 18 -foot or 20 -foot lengths, but not 15060 - 6 OPA-LOCKA 10/2022 both. Restrained single -gasket push -on joint pipe shall be shipped in standard 18 or 20 -foot lengths as specified above or fabricated lengths as noted in each order. At least two lengths of each size of single gasket push -on pipe furnished under each order shall be tested with circumferential gauges to ensure that the pipe may be cut at any point along its length and have an outside diameter which will be within the manufacturer's standard design dimensions and tolerances for plain pipe. These lengths shall be identified with an easily distinguished, painted marking, longitudinally along the full length of the pipe. C. GASKETS Water Mains shall use SBR gaskets for typical applications and field conditions. Gaskets constructed of EPDM, Nitrile are used in areas where geotechnical information indicates the presence of moderate contamination is possible. All water mains shall use gaskets material with NSF 61 approval. Sewer Mains shall use Neoprene or EPDM gaskets for typical applications and field conditions. Areas with chemical or hydrocarbon contamination shall use the gasket material as recommended by the Ductile Iron Pipe Research Association (dipra.org) or the gasket manufacturer. D. FITTINGS Fittings Conforming to ANSI/AWWA CI 10/A21.11-12 (Water & Sewer Use) Restrained push -on joint fittings shall be cast ductile iron for use with ductile -iron pipe as specified above. Standard mechanical joint, push -on joint and flanged joint fittings shall also be ductile iron for use with ductile -iron pipe as specified above. Cast ductile -iron fittings in the 3 -inch through 24 -inch size range shall be pressure rated at 350 psi, minimum; (except flange -joint fittings shall be rated at 250 psi, minimum); and in the 30 -inch through 54 -inch - inch size range shall be pressure rated at 250 psi, minimum. All fittings with mechanical joints, flange joints and push -on joints shall conform to ANSI/AWWA Standard C110/A21.10- 12, "Ductile -Iron and Gray -Iron Fittings ". In addition, fittings with mechanical joints and push - on joints shall conform to ANSI/AWWA Standard C111/A21.11-12, "Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings". The weight of fittings shall be as given in ANSI/AWWA C110/A21.11-12 for ductile -iron fittings. The weight of mechanical joint fittings shall be as established in Tables 4 through 13. The weight of flanged joint fittings shall as established in Tables 14 through 21. Fittings Conforming to ANSI/AWWA C153/A21.53-11 (Water & Sewer Use) All fittings shall be cast ductile -iron for use with ductile -iron pipe as specified above. Fittings in the 3 -inch through 24 -inch size range shall be pressure rated at 350 psi, minimum; 30 -inch through 48 -inch size range shall be pressure rated at 250 psi, minimum; and in the 54 -inch through 64 -inch size range shall be pressure rated at 150 psi, minimum (except for those fittings such as plugs, caps, and sleeves which are normally rated at a higher pressure). No flanged fittings or mixtures of flanged with other end type fittings will be allowed in the range of 3 -inch through 48 -inch. All fittings with mechanical joints, flange joints and push -on joints shall conform to ANSI/AWWA Standard C153/A21.53-11, "Ductile -Iron Compact Fittings ". In addition, fittings with mechanical joints and push -on joints shall conform to ANSI/AWWA 15060 - 7 OPA-LOCKA 10/2022 Standard C111/A21.11-12, "Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings" except as otherwise allowed in C153. Mechanical joint glands shall be ductile -iron only. The weight of a fitting supplied under the contract shall not be less than ninety-five (95) percent of the tabulated nominal weight supplied by the manufacturer's catalog literature for that fitting. Further, the weight of fittings supplied shall not be more than five (5) percent above the same tabulated nominal weight. E. JOINTS AND ACCESSORIES Joints in below -ground piping shall be flexible push -on or Mechanical joints, except where flanged joints are required to connect to valves, meters, and other equipment. Provide unrestrained buried joints except where restrained joints are required (tees, bends, plugs, hydrants, inline valves, reducers, vertical offsets, horizontal offsets etc.) or specifically shown in the drawings or details. Joints in aboveground or submerged piping or piping located in vaults and structures shall be grooved end or flanged. Restrained joints for piping 6 inches and larger shall be American Cast Iron Pipe "Lok-Ring" or "Flex -Ring," U.S. Pipe "TR-Flex," or equal. Weldments for restrained joints shall be tested by the liquid penetrant method per ASTM E165. Restrained joints for field closures shall be "Megalug" by EBAA Iron. Push -On Type Joints (Single Gasket and Single Gasket with Gasket Restraint) Push -on joints shall conform to ANSI/AWWA Standard C111/A21.11-12. The required number of gaskets for each push -on joint pipe plus one extra for every 50 joints or fraction thereof, shall be furnished with each order. The gaskets shall be shipped in suitable protective containers. All single gasket pipe shall be as manufactured by United States Pipe and Foundry Company (Tyton), by the American Cast Iron Pipe Company (Amarillo Fastite), by McWane, Inc. (Mix of Tyton and Fastite), Tyler/Union (Tyton) or approved equal. Push -on joints together with both their regular and gasket -restraint gaskets shall be of the design, dimensions and tolerances of either those provided by American Cast Iron Pipe Company (Amarillo Fastite/Fast-Grip) or those provided by United States Pipe and Foundry Company (Tyton/Field Lok). No other designs will be acceptable. The pressure rating shall be stamped on the restrained gasket. The restrained gasket and joint restraining system shall conform to ANSI/AWWA Standard C111/A21.11-12 rated at the following: Size Pressure Rating (Min.) 4 -inch through 12 -inch 350 14 -inch through 20 -inch 250 24 -inch 200 30 -inch and above 150 The restrained gasket shall be manufactured a color other than black to allow for visual inspection of the pipeline. The restrained gasket color shall be consistent throughout the system and shall be inherent within the rubber, not painted. 15060 - 8 OPA-LOCKA 10/2022 Mechanical Joints Mechanical joints for fittings shall conform to ANSI/AWWA Standard C111/A21.11-12. Bolt holes for mechanical joints shall be equally spaced, and shall straddle the vertical centerline. Tee head bolts and hexagonal nuts for all mechanical joints in fittings shall be of high strength low -alloy steel with composition, dimensions and threading as specified in ANSI/AWWA Standard C111/A21.11-12. Glands shall be of ductile -iron construction for ductile iron fittings, and cast gray iron or ductile iron for cast gray -iron fittings. The proper number of gaskets, glands, bolts and nuts, all conforming to ANSI/AWWA Standard C111/A21.11-12, plus one extra gasket for every 10 joints or fraction thereof, shall be furnished with each order. The gaskets and joint accessories shall be shipped in suitable protective containers. Follower glands held in place with set screws will not be acceptable. Segmented glands will not be acceptable. Mechanical Joint Megalug-Type Restraining Systems In any mechanical joint or push on joint underground piping system restrained glands may be utilized for underground pipeline. The ASTM A536 ductile iron casting of the restrained gland shall be bonded powder coated. The wedge and wedge assembly shall have a bonded liquid polymer coating applied for corrosion protection. The gland shall utilize torque limiting twist off wedge actuation screws. Foreign and domestic manufactured restrained glands are allowed for pipelines 24 -inches and below unless otherwise required by the OWNER due to Federal or State funded projects which require domestic manufacture. In sizes 30, 36, 42 and 48 -inch the prior written permission of the Engineer is required to use non -domestic manufactured restraining glands. The country of origin shall be clearly identified on the restraining gland and shop drawing. The OWNER absolutely reserves the right to require other forms of restraint where in the opinion of the Engineer the use of this form of restraint is not in the best interest of the OWNER and his decision shall be final. Use of this type of restraint is restricted to underground mechanical joint or push -on joint applications and in general may not be used above grade or as a substitute for flanged joints. The Megalug restraint systems manufactured by EBAA Iron Sales, Eastland Texas, will be considered the standard of quality for comparison purposes and if the OWNER has any doubts as to the durability, quality or ability to restrain of a proffered substitute, the entity offering the substitute shall bear the entire burden of proving this equality to the complete satisfaction of the Engineer. Other manufacturers producing this type of restraint system shall submit data with their shop drawings showing that their restraint system has been in the marketplace for a minimum of three years in this country. Each thrust -resistant mechanical joint or push on joint made up with this type of restraint and the pipe and fitting of which it is a part, shall be designed to withstand an axial thrust from an internal pipeline pressure of at least 150 psi at bulkhead conditions without reduction because of its position in the pipeline nor for support from external thrust blocks. This type of joint restraint shall not be used above grade except as previously specified nor shall it be used as a carrier pipe within a casing. This type of restraint shall not be used with tape wrapped pipe or with too great a coating thickness on the exterior of the pipe. 15060 - 9 OPA-LOCKA 10/2022 Restrained Push -on Joints (Single Gasket Non -Gasket Restrained) Restrained joints in pipe and fittings shall be of the single gasket push -on type, and shall conform to all applicable provisions of ANSI/AWWA Standard C111/A21.11 and the following requirements: Thickness of the pipe barrel remaining at grooves cut, if required in the design of restrained end joints, shall not be less than the nominal wall thickness of equal sized non -restrained pipe as specified in Section 3.1 above. Restrained joints using field welding, set screws, or gaskets with expanding metal inserts are not acceptable. The restraining components, when not cast integrally with the pipe and fittings, shall be ductile iron or a high strength non -corrosive alloy steel. Tee head bolts and hexagonal nuts for all restrained joints in pipe and fittings shall be of high strength low -alloy steel with composition, dimensions and threading as specified in ANSI/AWWA Standard C111/A21.11, except that the length of the bolts shall meet the requirements for the restrained joint design. The proper number of gaskets, bolts, nuts and all necessary joint material, plus one extra gasket for every 10 joints or fraction thereof, shall be furnished with each order. The gaskets and joint accessories shall be shipped in suitable protection containers. Each thrust -resistant joint and the pipe and fitting of which it is a part, shall be designed to withstand the axial thrust from an internal pipeline pressure of at least 150 psi at bulkhead conditions without reduction because of its position in the pipeline nor for support from external thrust blocks. Restrained push -on joint pipe and fittings shall be capable of being deflected after assembly. During deflection, all components in the restrained system shall be in contact to provide an equal force on all contact areas. When restrained spigot ends are ordered for items of Group A, the corresponding bell ends of the pipe to be restrained (also within Group A), shall be furnished with the required matching restraining features at no additional cost other than the price bid per foot of pipe or lump sum price. Flanged Joints Connecting pieces with one end flanged and the other end either plain -end or mechanical joint, shall conform to ANSI/AWWA Standard C110/A21.10. Joint material for both the flanged end and the mechanical joint accessories for connecting pieces with a mechanical joint end shall be furnished as specified. Other types of flanged fittings, and flanged pipe, shall conform to the following requirements unless otherwise stated in the order: Flanged fittings shall conform to ANSI/AWWA Standard C110/A21.10, as specified hereinabove. Flanged ductile -iron pipe with integrally cast flanges shall be manufactured in accordance with 15060 - 10 OPA-LOCKA 10/2022 ANSI/AWWA Standard C151/A21.51, and with provisions contained hereinabove for centrifugally cast ductile iron pipe, and shall be furnished with ANSI Standard Class 125 flanges, plain faced and drilled, conforming to ANSI Standard B16.1, "Cast Iron Pipe Flanges and Flanged Fittings", latest revision. Hollow back flanges are not acceptable. Flanged ductile -iron pipe with threaded flanges shall be manufactured in accordance with ANSI/AWWA Standard C115/A21.15, "Flanged Ductile -Iron Pipe With Ductile -Iron or Grey -Iron Threaded Flanges", and shall be rated for a working pressure of 250 psi, minimum. The nominal thickness of flanged ductile -iron pipe, 6 -inch and larger, shall not be less than those shown in Table 1 of ANSI/AWWA Standard C115/A21.15. The nominal thickness of 4 -inch flanged ductile -iron pipe shall be Class 54 (min.) conforming to Tables 3 and 4 of ANSI/ Standard C151/A21.51. Flanges shall be solid -back. The pipe shall be furnished with ANSI Standard Class 125 flanges, plain faced and drilled, conforming to ANSI Standard B16.1, latest revision. Hollow back flanges and grey -iron flanges shall not be acceptable for use as threaded flanges. Threaded flanges shall be individually fitted and machine tightened on the threaded pipe by the manufacturer, and shall not be interchangeable in the field. Flanges shall be back -faced parallel to the face of flange. Prior to assembly of the flange onto the pipe, apply a thread compound to the threads to provide a leak -free connection. There shall be zero leakage through the threads at a hydrostatic test pressure of 250 psi without the use of the gasket. Pipe lengths shall be as ordered. Removal of flanges, cutting and re - threading the pipe, and re -installing the flanges will not be permitted in any case. Where a raised face flange connects to a flat -faced flange, remove the raised face of the flange. All flanges on ductile -iron pipe and fittings shall be of ductile iron, class 70-50-5 in accordance with ANSI/AWWA C110/A21.10. All joint materials for flanged pipe and fittings, shall be supplied with all pipe or fittings ordered. Bolts and nuts shall comply with all requirements of Appendix Section A.1 of ANSI/AWWA Standard C115/A21.15-11 except that both shall be stainless steel. Bolts shall be of sufficient length to fully engage all threads in the nut. Unless ring gaskets are specified, gaskets shall be full-faced, and gaskets shall be of 1/8 -inch thickness. Gaskets shall fully conform to the requirements of ANSI/AWWA Standard C115/A21.15-11 Appendix Section A.2 except that gaskets shall be SBR for water and neoprene for sewer usages. Grooved -end Fittings and Couplings Grooved -end fittings shall conform to ANSI/AWWA C110/A21.10-12 with grooved ends conforming to ANSI/AWWA C606-11, radius cut rigid joints. Fitting material shall conform to ASTM A48, Class 30; ASTM A126, Class B; or ASTM A536, Grade 65-42-10. Wall thickness of ductile -iron (ASTM A536) fittings shall conform to AWWA C110 or C153; wall thickness of cast-iron fittings shall conform to AWWA C110. Fittings and couplings shall be furnished by the same manufacturer. Grooved -end pipe couplings shall be ductile iron, ASTM A536 (Grade 65-45-12). Gaskets shall be Buna-N and shall conform to ASTM D2000. Bolts in exposed service shall conform to ASTM A183, 110,000 -psi tensile strength. Bolts in buried or submerged service shall be ASTM A193, Grade B8, and Class 2. Couplings for pipe 24 inches and smaller shall conform to AWWA C606 for flexible radius ductile -iron pipe, except where rigid radius couplings are required to connect to fittings. 15060 - 11 OPA-LOCKA 10/2022 Couplings for pipe sizes 30 and 36 inches shall be in accordance with the coupling manufacturer's published literature for tolerances and dimensions for flexible and rigid radius cut joints. Couplings shall be Victaulic Style 31, Gustin-Bacon No. 500, or equal. Couplings for pipe larger than 36 inches shall conform to AWWA C606 for shouldered end pipe. Couplings shall be Victaulic Style 44 or equal. Grooved -end adapter flanges for piping 24 inches and smaller having an operating pressure of 150 psi and less shall be Victaulic Style 341 or 342 or equal. Flange dimensions shall conform to ASME B16.1, Class 125. Grooved -end transition couplings for connecting ductile -iron pipe 12 inches and smaller to steel pipe shall be Victaulic Style 307 or equal. Outlets and Nozzles Provide outlets three quarters of an inch and smaller by direct tapping Ductile Iron Pipe in accordance with AWWA C600-10, Section 4.8. Provide outlets larger than three quarters of an inch up to 2 inches by tapping the pipe and attaching a service clamp. or use a threaded welded -on boss. Use stainless steel clamps for exposed piping. For outlets larger than 2 inches, use a tee with a flanged outlet. For outlets larger than 2 inches in buried piping, use a tee with a restrained joint outlet. Ductile -Iron Pipe Weldments All welding to ductile -iron pipe, such as for bosses, joint restraint, and joint bond cables, shall be done at the place of manufacture of the pipe. Perform welding by skilled welders experienced in the method and materials to be used. Welders shall be qualified under the standard qualification procedures of the ASME Boiler and Pressure Vessel Code, Section IX, Welding Qualifications. Welds shall be of uniform composition, neat, smooth, full strength, and ductile. Completely grind out porosity and cracks, trapped welding flux, and other defects in the welds in such a manner that will permit proper and complete repair by welding. Material for fittings with welded -on bosses shall have a Charpy notch impact value of minimum 10 ft-Ibs under the conditions defined in ANSI/AWWA C151/A21.51-09. Test completed welds by the liquid penetrant method per ASTM E165. Completed welds shall be inspected at the place of manufacture by the liquid penetrant method. Conform to the requirements specified in ASTM E165, Method A, Type 1 or Type 11. The materials used shall be water washable and nonflammable. E. LININGS AND COATINGS Saltwater Intrusion and Corrosive Soils Requirements In saltwater intrusion areas where the installation is subject to groundwater level variation (East of 1-95 or saltwater intrusion line), the OWNER shall require the use of V-Bio Enhanced Polyethylene Encasement and ductile iron pipe with a zinc basecoat under the 15060 - 12 OPA-LOCKA 10/2022 asphaltic topcoat. All ductile iron pipe and fittings shall be wrapped with the V-Bio Polyethylene Enhanced Encasement and have the zinc protective coating factory applied. For corrosive soils encountered outside of saltwater intrusion areas during construction V-Bio Polyethylene Encasement shall be installed to protect the ductile iron main, fittings and valves. Zinc Basecoat: The exterior of ductile iron pipe shall be coated with a layer of arc -sprayed zinc per ISO 8179. The mass of the zinc applied shall be 200 g/m2 of pipe surface area. A finishing layer topcoat shall be applied to the zinc. The mean dry film thickness of the finishing layer shall not be less than 3 mils with a local minimum not less than 2 mils. The coating system shall conform in every respect to ISO 8179-1 "Ductile iron pipes - External zinc -based coating - Part 1: Metallic zinc with finishing layer. Ductile iron fittings shall also have a zinc protective coating sprayed on at the factory at a minimum of 3 mils. The V-Bio Polyethylene Enhanced Encasement shall be accordance with AWWA C600 and ANSI/AWWA C105/A21.5, "Polyethylene Encasement of Ductile -Iron Pipe Systems". Color shall be blue for potable water, purple for recycled water, and green for sanitary sewage service. Polyethylene encasement for use with ductile iron pipe systems shall consist of three layers of co -extruded linear low density polyethylene (LLDPE), fused into a single thickness of not less than 8 mils. The inside layer of the polyethylene wrap to be in contact with the pipe exterior shall be infused with a corrosion inhibitor and antimicrobial biocide to to control galvanic corrosion. Product: V-Bio or approved equal. Polyethylene encasement for ductile -iron pipe shall be supplied as a flat tube meeting the dimensions of Table 1 in AWWA C105 and shall be supplied by the ductile -iron pipe manufacturer. Plastic adhesive tape shall consist of polyolefin backing and adhesive which bonds to common pipeline coatings including polyethylene. Products: Canusa Wrapid Tape; Tapecoat H35; Polyken 934; AA Thread Seal Tape, Inc.; or approved equal. Install the polyethylene to completely encase the pipe and fittings to provide a watertight corrosion barrier. Continuously secure overlaps and ends of sheet and tube with polyethylene tape. Make circumferential seams with two or more complete wraps, with no exposed edges. Tape longitudinal seams and longitudinal overlaps, extending tape beyond and beneath circumferential seams. Wrap bell -spigot interfaces, restrained joint components, and other irregular surfaces with wax tape or moldable sealant prior to placing polyethylene encasement. Minimize voids beneath polyethylene. Place circumferential or spiral wraps of polyethylene tape at 2 -foot intervals along the barrel of the pipe to minimize the space between the pipe and the polyethylene. Overlap adjoining polyethylene tube coatings a minimum of 1 foot and wrap prior to placing concrete anchors, collars, supports, or thrust blocks. Hand -wrap the polyethylene sheet, apply two complete wraps with no exposed edges to provide a watertight corrosion barrier, and secure in place with 2 -inch -wide plastic adhesive tape. Repair polyethylene material that is damaged during installation. Use polyethylene sheet, place over damaged or torn area, and secure in place with 2 -inch -wide plastic adhesive tape. Repair polyethylene encasement at all service connections in accordance with AWWA C600- 10, Section 4.8. 15060 - 13 OPA-LOCKA 10/2022 Asphaltic Coating All Ductile Iron pipe and fittings shall be outside -coated with an asphaltic material applied by means of the airless spray method. The exterior coating shall comply with ANSI/AWWA C151/A21.51 for this type of coating, shall be smooth without pinholes, thin, bare or overly thick areas. Smoothness shall be such that when hand rubbed, no "sand paper" feeling will be experienced and such that the spigot area will readily slide through the gasket without pulling, tearing, rolling or otherwise disturbing the sealing capabilities of the gasket. Spigot ends shall be beveled prior to coating to an extent that will permit ready insertion of the spigot through the gasket area. Cement -Mortar Lining Ductile Iron Pipe and fittings unless otherwise specified shall be double -thickness cement - lined and seal -coated in accordance with ANSI/AWWA Standard C104/A21.4-14, "Cement - Mortar Lining for Ductile -Iron Pipe and Fittings ". Ceramic Epoxy Lining Ductile Iron Pipe and fittings where so specified shall be lined with ceramic epoxy Ceramic epoxy shall contain pigmentation to resist ultraviolet exposure under the same conditions. All ductile iron pipe and fittings for which ceramic epoxy lining is to be applied shall be delivered to the application facility without asphalt, cement lining or other lining on the interior surface or the first 6 inches on the spigot end of the pipe exterior. Ceramic epoxy material shall be a high -build multi -component Amine cured Novalac epoxy, Protecto 401, by Vulcan Painters, Inc. of Bessemer, AL 35021 or MDWASD-approved equal. Permox CTF is also an acceptable sanitary sewer lining. Ceramic epoxy material shall meet the following criteria and shall be accompanied by certification of the following test results: A. A permeability rating of 0.00 when tested according to Method A of ASTM E96-00 "Test Method for Water Vapor Transmission of Materials", Procedure A with a test duration of 30 days. B. The following test must be run on coupons from factory lined ductile iron pipe: 1. ASTM B117 Salt Spray (scribed panel) - Results to equal no more than 0.5mm undercutting after one year. 2. ASTM G95 Cathodic Disbondment 1.5 volts @ 77 degrees F. Results to equal no more than 0.5mm undercutting after 30 days. 3. Immersion Testing rating using ASTM D714-87 (1994). a. 20% Sulfuric Acid - No effect after one year. b. 25% Sodium Hydroxide - No effect after one year. c. 160° F. Distilled Water - No effect after one year. d. 120° F. Tap Water (scribed panel) - 0.0 undercutting after one year with no effect. 15060 - 14 OPA-LOCKA 10/2022 C. A statement from the manufacturer attesting to the fact that at least 20% of the volume of the lining contains ceramic quartz pigment. D. A statement concerning recoat ability and repair to the lining. Ceramic Epoxy Application a. The lining shall be applied by a competent firm with a successful history of applying linings to the interior of ductile iron pipe and fittings. b. Surface Preparation Prior to abrasive blasting, the entire area which will receive the protective compound shall be inspected for oil, grease, etc. Any areas where oil, grease or any substance is present which can be removed by solvent shall be solvent cleaned using the guidelines outlined in SSPC-1 Solvent Cleaning. After the surface has been made free of grease, oil or other substances, all areas to receive the protective compounds shall be abrasive blasted using compressed air nozzles with sand or grit abrasive media. The entire surface to be lined shall be struck with the blast media so that all rust, loose oxides, etc., are removed from the surface. Only slight stains and tightly adhering annealing oxide may be left on the surface. Any area where rust reappears before coating must be re -blasted to remove all rust. c. Lining Application After the surface preparation and within 8 hours of surface preparation, apply to the interior of pipe and fittings a minimum forty (40) mils dry film thickness of the protective lining. No lining shall take place when the substrate or ambient temperature is below 40 degrees Fahrenheit. The surface also shall be dry and dust free. If flange ends are included in the Project, the linings shall not be used on the face of the flange; however, full face gaskets must be used to protect the ends of the pipe. The 40 -mil system shall not be applied in the gasket grooves. d. Coating of Gasket and Spigot Ends Coat the gasket area and exterior of the spigot end for 6 inches back from the end of the spigot with six (6) mils minimum, ten (10) mils maximum of Protecto Joint Compound. This coating shall be applied by brush to ensure complete coverage. Care shall be taken that the coating is smooth without excess buildup in the gasket groove or on the spigot end. All material for the gasket groove and spigot end shall be applied after the application of the lining as specified in the preceding paragraph. e. Number of Coats The number of coats of lining material applied shall be as recommended by the lining manufacturer. However, in no case shall this material be applied above the dry thickness per coat recommended by the lining manufacturer in printed literature. The time between coats shall never exceed that time recommended by the lining material manufacturer. No material shall be used for lining which is not indefinitely recoated able with itself without roughening the surface. f. Touch -Up and Repair Protecto Joint Compound shall be used for touch-up or repair. Procedures shall be in accordance with manufacturer's recommendations. F. INSPECTION AND CERTIFICATION 15060 - 15 OPA-LOCKA 10/2022 a. Inspection 1. All ceramic epoxy lined ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge. The thickness testing shall be done using the method outlined in SSPC-PC-2 Film Thickness Rating. Re -line any pipe whose lining is below the specified minimum thickness. 2. The interior lining of all pipe and fittings shall be tested for pinholes with a nondestructive 2,500 volt test. Re -line any pipe not passing the test. 3. Each pipe joint and fitting shall be marked with the date of application of the lining system and with its numerical sequence of application on the date. Procedures for Sealing Cut Ends and Repairing Field Damaged Areas 1. Remove burrs caused by field cutting of ends or handling damage and smooth out the edge of the lining if rough. 2. Remove all traces of oil, grease, asphalt, dust, dirt, etc. 3. Areas of loose or damaged lining associated with field cutting the pipe shall be repaired, if approved by the Engineer, as recommended by the pipe manufacturer. The damaged area shall be stripped back by chiseling or scraping about 1 to 2 inches into the well -adhered lining before patching. The exposed metal and the 1 to 2 -inch lining overlap shall be roughened with a coarse grade of emery cloth (#40 grit), rasp or small chisel. Avoid wire brushing or similar buffing which would make the surface too smooth for good adhesion. 4. With the area to be sealed or repaired absolutely, clean and suitably roughened, apply a coat of Protecto Joint Compound by brush in accordance with the manufacturer's recommendations. 2.02 PIPE AND FITTINGS: POLY VINYL CHLORIDE (PVC) A. Poly (vinyl chloride (PVC) pipe and fittings specified herein are small diameter PVC with threaded, flanged and solvent cemented joints. B. All poly (vinyl chloride) (PVC) pipe and fittings shall be made from high impact, rigid poly (vinyl chloride) compounds. Pipe and fittings shall be marked indicating size, type and schedule, ASTM Designation, manufacturer or trade mark, and shall bear the NSF (National Sanitation Foundation) seal of approval. Wherever the abbreviation PVC is used in these Specifications in relation to pipe and fittings, it shall mean poly (vinyl chloride) plastic pipe and fittings as specified herein. C. PVC pipe shall be Schedule 80 unless Schedule 120 pipe is called for on the Plans or by the Engineer, Type I, Grade I, or Class 12454B with socket ends, and shall comply with ASTM Standard D1785, "Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and 120".Products intended for contact with potable water shall be evaluated, tested, and certified for conformance with ANSI/NSF Standard No. 61 or the health effects portion of NSF Standard No. 14 by an acceptable certifying organization when required by the regulatory authority having jurisdiction. 15060 - 16 OPA-LOCKA 10/2022 D. Schedule 80 Socket -type fittings shall comply with ASTM Standard D2467, "Socket -Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80" and D2464 "Specification for Threaded Poly Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80, for threaded fittings. E. Joining cement for PVC pipe and fittings shall comply with ASTM Standard D2564, "Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings". Cemented joints shall be made in accordance with ASTM Standard D-2855, "Recommended Practice for Making Solvent -Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings". F. Flanges: One piece molded hub type flat face flanges, 125 pound standard as specified under fittings hereinbefore. G. Gaskets: Full faced, 1/8 -inch thick, Neoprene/EPDM (for sewer) or SBR (for water). H. AISI Type 316 stainless steel, ASTM A193, Grade B8M hex bolts and ASTM A 194 Grade E8 hex head nuts. Bolts shall be fabricated in accordance with ANSI B 1812 and provided with washers of the same materials as the bolts. 2.04 PIPE AND FITTINGS: COPPER A. Pipe: Copper pipe shall be Type K for interior piping and Type K Soft Temper for exterior pip- ing, both conforming to ASTM B88, seamless, round, drawn tubing. B. Fittings: Solder joint fittings shall be wrought copper and bronze fittings conforming to ANSI B16.22 or cast brass fittings conforming to ANSI Standard B16.18. Fittings for use with copper tubing shall be one of the following: 1. Cast Bronze Solder -Joint Fittings: Solder joint fittings of this type shall be cast bronze fit- tings conforming to ANSI B16.18, "Cast Brass Solder -Joint Fittings", and ASTM Standard B62, "Composition Bronze or Ounce Metal Castings", as manufactured by Chase Brass and Copper Co., Stanley G. Flagg & Co., Inc., or MDWASD-approved equal. 2. Wrought Copper Solder -Joint Fittings: Solder joint fittings of this type shall be wrought copper fittings in accordance with ASNI B16.22, "Wrought Copper and Bronze Solder -Joint Pressure Fittings". C. Solder: Solder shall consist of 95 percent tin and 5 percent antimony. Soldering shall be in conformance with Section 3 of the Copper and Brass Research Association Copper Tube Handbook. D. Connection of copper pipe or fittings with galvanized pipe or fittings shall be made with dielec- tric fittings. Connect copper pipe to direct -taps to Ductile Iron Pipe with an insulating union. Wrap the copper pipe with polyethylene tape at least two feet in length beyond the point of connection. 2.05 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR USE IN POTABLE WATER SERVICES A. Smooth wall high density polyethylene pipe for use in potable water services 3.5 -inch nominal outside diameter and less shall meet ASTM D3350, and shall be PE 335434C. Pipe shall meet the standards of ASTM F714, as modified herein, including the "Government/Military Procure - 15060 - 17 OPA-LOCKA 10/2022 ment" sections. Minimum hydrostatic design basis shall be 1600 psi. In all cases, hydrostatic design basis and pressure rating shall be as determined using the methods of ASTM F714. Pipe of this type shall be butt -fusion welded at joints. All welding of joints shall be in strict con- formity with the recommendations of the pipe manufacturer and by a firm or individual recom- mended to the Engineer of Record in writing by the manufacturer. B. As a part of the shop drawing submittals, submit the following signed by a Florida Registered Engineer, all calculations to determine, the pipe thickness, SDR rating, allowable stresses, in accordance with ASME B31.8 -1992, Table A842.22 as required by the pipe manufacturer. C. All mechanical fittings utilized with HDPE pipe and tubing services, shall conform with AN- SI/AWWA C800-01 "Underground Service Line Valves and Fittings" as modified herein, shall utilize AWWA Standard (Mueller) threads on tapped pipe and tapping saddles; shall be; de- signed and manufactured to withstand a sustained working pressure of 150 psi and to restrain the pipe against pull out under loading beyond that causing tensile yield in the HDPE pipe or tubing connected. The manufacturer shall supply certification of these capabilities and fittings shall not be accepted or installed without said certification. If fittings are being supplied to the OWNER the certification shall ship with the fittings and payment will not be made without this certification. At the discretion of the Engineer, this certification may be required to be signed and sealed by a professional engineer licensed to practice in the state where the sup- plying firm is located or in the State of Florida. His decision in this regard shall be final. D. In all cases, fittings shall be installed in strict accordance with the manufacturer's instructions. 1. HDPE PIPE FOR WATER SERVICES: All 2 -inch high density polyethylene pipe used for services shall be IPS-O.D. controlled with Standard Outside Dimension Ratio (SODR) of 9, pressure rating of 200 psi at a Factor of Safety of 2.5 or greater, nominal outside diameter of 2.375 -inches, minimum wall thick- ness of 0.264 -inches, PE 3408, all in conformance with ASTM D3035-95 "Polyethylene (PE) Plastic Pipe (DR -PR) Based on Controlled Outside Diameter". Pipe shall comply with ANSI/AWWA C901-96 "Polyethylene (PE) Pressure Pipe and Tubing, '/z In. (13 mm) Through 3 In. (76 mm), for Water Service" as modified herein. Pipe shall have a (natural) inner core with a blue colored outer shell. Pipe shall have footage marks at a maximum interval of every two feet. Polyethylene mate- rial shall have a minimum cell classification in accordance with ASTM D3350-14 "Polyeth- ylene Plastics Pipe and Fitting Materials" of 345444D for the core, which shall be 100% virgin material, and 345444E for the outer shell. Note that both of these materials are UV stabilized as signified by the "D" for natural colored and "E" for the colored shell. Pipe shall comply with NSF 61 or 14. Submit manufacturer's certification of compliance with all of the above requirements. Certi- fication shall ship with the pipe on material sold to the OWNER and shall always be submitted with shop drawings and catalogue cuts. Certification shall be signed and sealed by a professional engineer licensed to practice in the State of Florida. 2. HDPE TUBING FOR WATER SERVICES: All 1 -inch high density polyethylene tubing used for services shall be CTS-O.D. Controlled with Standard Outside Dimension Ratio (SODR) of 9, pressure rating of 200 psi, nominal outside diameter of 1.125 -inches, minimum wall thickness of 0.125 -inches, PE 3608, all in conformance with ASTM D2737-12 "Polyethylene (PE) Plastic Tubing". Tubing shall com- 15060 - 18 f OPA-LOCKA 10/2022 ply with ANSI/AWWA C901-08 "Polyethylene (PE) Pressure Pipe and Tubing, '/2 In. (13 mm) Through 3 In. (76 mm), for Water Service" as modified herein. Tubing shall have a (natural) inner core with a blue colored outer shell. Tubing shall have footage marks at a maximum interval of every two feet. Polyethylene material shall have a minimum cell classification in accordance with ASTM D3350-14 "Pol- yethylene Plastics Pipe and Fitting Materials" of 345444D for the core, which shall be 100% virgin material, and 345444E for the outer shell. Note that both of these materials are UV stabilized as signified by the "D" for natural colored and "E" for the colored shell. Tubing shall comply with NSF 61 or 14. Submit Manufacturer' shall supply certification of compliance with all of the above requirements. Certification shall ship with the tubing on material sold to the OWNER and shall always be submitted with shop drawings and catalogue cuts. When required by the OWNER or his designee, certification shall be signed and sealed by a professional engineer licensed to practice in the State of Florida. 2.06 WALL SLEEVES, PIPES AND CASTINGS A. Wall Sleeves: Wall sleeves shall be of cast iron, ductile iron or carbon steel with steel galva- nized after fabrication as specified in Section 15065, Miscellaneous Materials, under wall pipe. Sleeves shall be provided with seals and shall be oversized as required for the installation of seals. Sleeves shall terminate flush with finished surfaces of walls and ceilings, and shall ex- tend 2 -inches above the finished floor. Escutcheons shall be provided at walls and floor to completely conceal the sleeves smaller than 3 -inches. Escutcheons shall be brass or cast iron, nickel plated split -type. B. Interior: Wall sleeves shall be installed for all piping passing through interior walls and floors, except where noted on the Drawings. Sleeves shall be of sufficient size to pass the pipe with- out binding. C. Wall Sleeve Seals: Wall sleeve seals shall be modular mechanical type consisting of inter- locking synthetic rubber links shaped to continuously fill the annular space between the pipe and wall sleeve. Links shall be loosely assembled with bolts to form a continuous rubber belt around the pipe with a pressure plate under each bolt head and nut. After the seal assembly is positioned in the sleeve, tightening of the bolts shall cause the rubber sealing elements to expand and provide an absolutely water -tight seal between the pipe and wall sleeve. The syn- thetic rubber shall be suitable for exposure to treated sewage effluent and groundwater. Bolts, nuts and hardware shall be 18-8 stainless steel. The seals shall be Link Seal as manufactured by Thunderline Corporation or MDWASD-approved equal, and the wall sleeve and seal shall be sized as recommended by the seal manufacturer. D. All piping passing through exterior walls and base slabs shall be provided with wall pipes. All wall pipes shall be of ductile iron and shall have an intermediate flange or waterstop located in the center of the wall. Each wall pipe shall be of the same grade, thickness and interior coat- ing as the piping to which it is joined. Those portions of the wall pipes that are buried shall have a coal tar outside coating. 2.07 STEEL CASING (JACKING AND BORING) See Section 15070, "Jacking and Boring" 15060 - 19 OPA-LOCKA 2.08 STEEL PIPE (AERIAL CROSSING) See Section 15075, "Aerial Crossings" PART 3 - EXECUTION 3.01 General: 10/2022 A. Furnish and maintain all barricades and flashing warning lights necessary to warn of the con- struction throughout the Project. B. Pipe and fittings shall at all times be handled with great care to avoid damage. Exercise par- ticular care not to injure pipe coatings. In loading and unloading, they shall be lifted with cranes or hoists or slid or rolled on skidways in such manner as to avoid shock. Under no cir- cumstances shall this material be dropped or allowed to roll or slide against obstructions. C All work shall be performed by skilled workmen experienced in pipeline construction. D. All pipe and fittings shall be adequately supported by clamps, brackets, straps, concrete sup- ports, rollers or other devices as shown and/or specified. Supports or hangers shall be spaced so that maximum deflection between supports or hangers shall not exceed 0.050 inch for pipe filled with liquid, but shall not be further than 6 feet apart, whichever is closer, unless otherwise shown. All pipe supports shall be secured to structures by approved inserts or expansion shields and bolts. E. All pipe shall be thoroughly cleaned internally before being installed. All pipes, except oxygen service, air and gas, shall be flushed with water and swabbed to assure removal of all foreign matter before installation. Air and gas piping shall be tapped with a hammer to loosen scale or other foreign matter that might be within the pipe, and then thoroughly blown with a high pres- sure air hose. Furnish and maintain suitable air compressor. F. Whenever possible, the pipe shall be installed with minimum 48 -inches of cover. Deviations shall not be installed without written approval by the Owner. G. Joints may only be opened to adjust alignment by half of the AWWA or manufacturer's rec- ommended opening (which is smaller). H. Pipe Sleeves and Wall Casings: Pipe sleeves and wall casings shall be provided at the loca- tions called for on the Drawings and specified herein. These units shall be as detailed and of the material as noted on the Drawings and specified herein. They shall be accurately set in the concrete or masonry to the elevations shown. All wall sleeves and castings required in the walls shall be in place when the walls are poured. Ends of all wall casings and wall sleeves shall be of a type consistent with the piping to be connected to them. I. Tie Rods: Unless otherwise indicated on the Drawings, the size and number of tie rods for a joint or installation shall be as recommended by the manufacturer's design chart for a working pressure of 150 psi. Tie rods shall be installed as recommended by the manufacturer. 3.02 EXCAVATION FOR PIPING A. Make all excavation necessary for the construction of the pipelines, connections, valves and appurtenances, to the lines and grades shown on the Plans. 15060 - 20 OPA-LOCKA 10/2022 B. Excavate the trench at least 6 inches below pipe laying grade as shown on the Plans. Install sheeting and shoring for the protection of workers in trenches, and where it is necessary for pipe installation and property protection or required by the Trench Safety Act. The cost of de - watering any excavation shall be at the Contractor's expense. The disposal of water removed from an excavation shall be in a manner which will not create a hazard, or be detrimental to the public health or to public or private property. C. Obtain all necessary permits approving the location and proposed method of disposal before discharging water from any excavation into any portion of the public right-of-way or into any existing drainage structure or facility. Furnish and maintain all construction signs required. 3.03 INSTALLATION OF PIPE, FITTINGS AND VALVES A. General: 1. The design Drawings are in some cases diagrammatic. They may not show every bend, off -set, elbow or other fitting which may be required in the piping for installation in the space allotted. . Install gravity lines at uniform grade to low point after field verification of low point invert. 2. The centerline of the pipe shall not vary by more than 2 inches from the location shown on the Plans and the top of the pipe shall not vary by more than 2 inches from the established grade, except at points where this tolerance must be changed to clear obstructions, or make connections. 3. Limit onsite pipe storage to a maximum of one week. Use unloading and installation pro- cedures that avoid cracking of the lining. If necessary, use plastic sheet bulkheads to close pipe ends and keep cement -mortar lining moist. Deliver the pipe alongside the pipe laying access road over which the pipe trailer -tractors can travel under their own power. Place the pipe in the order in which it is to be installed and secure it from rolling. Sandbags may be used to support the pipe in the ditch but no pipe shall be laid on blocks, except by the writ- ten permission of the Engineer of Record. Do not move pipe by inserting any devices or pieces of equipment into the pipe barrel. Field repair linings damaged by unloading or in- stallation procedures. Flanged joints, mechanical joints and push -on joints in cast iron pipe and fittings may be made under water. B. Installation of Ductile Iron Pipe 1. Install Ductile Iron Pipe in accordance with ANSI/AWWA C600-10 "Installation of Ductile - iron Mains and Their Appurtenances", and the following. For potable water pipelines, com- ply with NSF/ANSI 61 "Drinking Water System Components — Health Effects. All bends, tees, and plugs, unless otherwise specified, shall be backed with concrete to undisturbed ground. Provision shall be made to prevent concrete from adhering to plugs or bolts by wrapping in polyethylene sheet complying with ANSI/AWWA C105/A21.5-05. 2. Bolts, nuts and rubber gaskets for use in flanged and mechanical joints shall be stored un- der cover. During laying operations, do not place tools, clothing, or other materials in the pipe Gaskets shall not be exposed to heat, light or any petroleum products, shall be kept clean and shall not be handled with greasy or dirty hands. When pipe laying is not in pro- gress, close the ends of the installed pipe by a child- and vermin -proof plug. 15060 - 21 OPA-LOCKA 10/2022 3. Assemble Flanged joints in accordance with the written recommendations of the pipe manufacturer. Before making up flanged joints in cast iron pipe and fittings, the back of each flange under the bolt heads, and the face of each flange shall have all lumps, blisters and excess bituminous coating removed and shall be wire brushed and wiped clean and dry. Cut the bore of the gaskets such that the gaskets do not protrude into the pipe when the flange bolts are tightened. 4. Before laying the ductile iron pipe, all lumps, blisters and excess asphaltic coating shall be removed from the bell and spigot ends of each pipe and the outside of the spigot and the inside of the bell wire brushed and wiped clean and dry. The entire gasket groove area shall be free of bumps or any foreign matter which might displace the gasket. The cleaned spigot and gasket shall not be allowed to touch the trench walls or trench bottom at any time. Vegetable soap lubricant shall be applied in accordance with the pipe manufacturer's recommendations, to aid in making the joint. Exercise caution to prevent damage to the gasket or the adherence of grease or particles of sand or dirt. Deflections shall be made only after the joint has been assembled. 5. Cutting of ductile iron pipe for inserting valves, fittings, etc., shall be done with a mechani- cal pipe saw in a neat and workmanlike manner without damage to the pipe, the lining, or the coating. 6. Unless otherwise directed, ductile iron pipe shall be laid with the bell ends facing in the di- rection of laying; and for lines on an appreciable slope, the bells shall, at the discretion of the Engineer, face upgrade. Small angular changes (less than 2.5 degrees) in horizontal alignment defined in the drawings by a point of inflection (PI) with no accompanying curve data shall be approximated as a curve by deflecting an equal amount of equal length pipe segments to create a curve equally distributed on both sides of the given PI. Accomplish a larger (greater than or equal to 2.5 degrees) change in horizontal alignment where a curve is not called for in the drawings through the use of an elbow placed at the station of the PI shown in the drawings. Small angular changes (less than 2.5 degrees) in vertical alignment may be accomplished by the use of pulled joints. For larger vertical deflections, place an elbow at the station and elevation of the vertical PI shown in the drawings. 7. Push -on and mechanical joints in ductile iron pipe and fittings shall be made in accordance with the manufacturer's written recommendations except as otherwise specified herein. Joints between push -on and mechanical joint pipe and/or fittings shall be made in accord- ance with AWWA Standard Specifications, "Installation of Ductile Iron Water Mains and Appurtenances," C600-10, except that deflection at joints shall not exceed one-half of the manufacturer's recommended allowable deflection, or one-half of the allowable deflection specified in AWWA C600-10, whichever is the lesser amount. 8. Flanged joints shall be used only where indicated on the Plans. Before making up flanged joints in the pipeline, the back of each flange under the bolt heads and the face of each flange shall have all lumps, blisters and excess bituminous coating removed and shall be wire brushed and wiped clean and dry. Flange faces shall be kept clean and dry when making up the joint, and the workmen shall exercise caution to prevent damage to the gas- ket or the adherence of grease or particles of sand or dirt. Bolts and nuts shall be tight- ened by opposites in order to keep flange faces square with each other, and to insure that bolt stresses are evenly distributed. 9. Bolts and nuts in flanged and mechanical joints shall be tightened in accordance with the written recommendations of the pipe manufacturer for a leak -free joint. Exercise caution to 15060 - 22 OPA-LOCKA 10/2022 prevent overstress. Torque wrenches shall be used until, in the opinion of the Engineer, the workmen have become accustomed to the proper amount of pressure to apply on standard wrenches. C. Installation of PVC Pipe: 1. In the installation of glue joint PVC pipe, the pipe shall first be cut square and smooth. Wipe all surfaces to be connected with a cloth moistened with an appropriate solvent and remove any foreign matter from socket of fitting. Using an ordinary paint brush of width about equal to the nominal pipe size, apply a generous coat of cement to inside and shoulder of socket, flowing on but not brushing out. A similar coat shall then be applied to the end of the pipe for at least the same distance on the pipe as the depth of socket, and to the cut end. Pipe and fittings shall then be pressed firmly together and the pipe turned a quarter to a half turn to evenly distribute the cement. The cementing and joining operation must not exceed one minute. Allow 24 hours set-up time before applying pressure. Sand shall be used as backfill material around pipe installed underground. 2. Thread Sealant: Teflon tape. 3. All rigid PVC pipe shall be cut, made up, and installed in accordance with the pipe manu- facturer's recommendations. Plastic pipe shall be laid by snaking the pipe from one side of the trench to the other. Offset shall be as recommended by the manufacturer for the max- imum temperature variation between time of solvent welding and during operation. 4. Schedule 80 pipe shall not be threaded. Use Schedule 80 threaded nipple where neces- sary to connect to threaded valve or fitting. 5. Only strap wrenches shall be used for tightening threaded plastic joints, and care shall be taken not to over tighten these fittings. 6. Provide adequate ventilation when working with pipe joint solvent cement. 7. Testing: All lines shall be hydrostatically tested at the pressures specified elsewhere here- in or at the design pressures. 8. Supports And Hangers: In accordance with the manufacturer's recommendations. D. Installation of Copper Pipe: 1. Tubing above ground shall, whenever possible, be run in full lengths between fittings, valves and connections and joints shall be kept to a minimum. All connections shall be made without sharp bends or kinks in the tubing. Above ground tubing shall be supported at short intervals to prevent sagging and vibration. 2. All copper pipe shall be reamed to full diameter before joining. The ends of pipe and the inside of fittings shall be cleaned and flux applied to the entire area of pipe to be soldered. E. Joint Pipe: 1. Threaded Pipe: Ream all pipe after cutting and before threading. Use non -hardening pipe compound "Tite-Seal" or approved equal, on male threads only. 2. Provide nipples of same material and weight as pipe used. Provide extra strong nipples 15060 - 23 OPA-LOCKA 10/2022 when length of unthreaded part of nipple is less than 1-1/2". 3. Provide reducing fittings rather than bushings where changes in pipe sizes occur. 4. Provide dielectric unions or flanges between copper and steel piping and between brass - ware and steel. Do not use steel and copper piping in the same system without such iso- lation. F. Unions: Provide unions or flanges in all domestic water service lines at each piece of equip- ment, specialty valves or at other locations required for ready disconnect. G. Pipe Protection: 1. Paint all un-insulated metal (ductile iron or steel) piping underground with two coats of as- phaltic paint. 2. Wrap soil pipe that touches metal or is exposed to masonry with a layer of 6 mil polyeth- ylene. 3. Spirally wrap all pipe lines embedded in concrete with two layers of 30 Ib. felt prior to plac- ing the concrete. 4. Coat all exposed threads on galvanized steel pipe after assembly with two coats of zinc chromate. H. Cleaning and Testing: All of the piping installed under this project shall be tested as follows and as directed by the Engineer. 1. With exceptions as noted below, all ductile iron piping installed under this Contract shall be cleaned and tested according to Paragraph I hereinbelow in this Section: a) Only potable water piping shall be disinfected. b) No leakage shall be permitted for flanged piping. c) No leakage shall be permitted for any type of above ground piping. 2. Unless otherwise specified elsewhere herein, all PVC pressure system bushings and gal- vanized steel piping shall be tested at 100 psig. No leakage will be permitted. I. Installation of Aboveground and Exposed Piping 1. Aboveground and exposed pipe fittings, valves and accessories shall be installed as shown or indicated on the Drawings. 2. Piping shall be cut accurately to measurements established at the job site and shall be worked into place without springing or forcing, properly clearing all equipment access are- as and openings. Changes in sizes shall be made with appropriate reducing fittings rather than bushings. Pipe connections shall be made in accordance with the details shown and manufacturer's recommendations. Open ends of pipe lines shall be properly capped or plugged during installation to keep dirt and other foreign material out of the system. Pipe supports and hangers shall be provided where indicated and as required to insure ade- quate support of the piping. 15060 - 24 OPA-LOCKA 10/2022 3. Welded connections shall be made in conformity with the requirements of AWWA Standard C 206 and shall be done only by qualified welders. The Engineer may, at his option, re- quire certificates that welders employed on the work are qualified in conformity with the re- quirements of this standard and/or sample welds to verify the qualifications of the welders. Before testing, field welded joints shall be coated with the same material as used for coat- ing its pipe in accordance with the requirements of AWWA. 4. Flanged joints shall be made up by installing the gasket between the flanges. The threads of the bolts and the faces of the gaskets shall be coated with a suitable lubricant immedi- ately before installation. 5. Joints using Dresser couplings shall be made up as recommended by the manufacturer. 6. Use of perforated band iron (plumber's strap), wire or chain as pipe hangers will not be ac- ceptable. Supports for pipe less than 1-1/2 inches nominal size shall not be more than 8 -feet on centers and pipe 2 -inches nominal size and larger shall be supported at not more than 10 -feet on centers, unless otherwise indicated. Supports for PVC pipe shall be spaced one-half the distance specified above unless otherwise indicated. Any noticeable sagging shall be corrected by the addition of extra supports at the Contractor's expense. J. INSTALLATION OF HDPE SERVICES Furnish and install a 10 gauge stranded copper blue tracer wire above all HDPE services. 3.04 FIELD QUALITY CONTROL A. All water mains shall be flushed to remove all sand, debris, rock and other foreign matter. Dis- pose of the flushing water without causing a nuisance or property damage. B. Pressure and Leakage Testing: Hydrostatically test all pressure pipe. The test pressure for potable water mains shall be 150 psi. The test pressure for sewage force mains shall be 100 psi. Test Ductile Iron Pipe mains in accordance with ANSI/AWWA C600 latest edition once all backfill is in place and fully compacted, and after all thrust blocks have cured to their design strength. Do not test against closed valves. All pumps, piping and gauges shall be furnished, installed and operated by the Contractor and all such equipment and devices and their installa- tion shall be approved by the Engineer. Pump shall be of a non -pulsating type suitable for this application and gauge accuracy certification may be required at the Engineer of Record's dis- cretion. All pressure and leakage testing shall be done in the presence of a representative of the OWNER as a condition precedent to the approval and acceptance of the system. C Disinfection: Disinfect in accordance with ANSI/AWWA C651-14 — Disinfecting Water Mains. During the pe- riod that the chlorine solution or slug is in the section of pipeline, open and close valves to ob- tain a chlorine residual at hydrants and other pipeline appurtenances. Swab exposed faces of valves and blind flanges prior to bolting flanges in place with a 1% sodium hypochlorite solu- tion. Disinfect isolation valves, pipe, and appurtenances per AWWA C651, Section 4.7. Flush with potable water until discolored water, mud, and debris are eliminated. Swab interior of pipe and fittings with a 1% sodium hypochlorite solution. After disinfection, flush with potable water again until water is free of chlorine odor. After confirming the chlorine residual, flush the 15060 - 25 OPA-LOCKA 10/2022 excess chlorine solution from the pipeline until the chlorine concentration in the water leaving the pipe is either within 0.5 mg/L of the replacement water or no higher than that generally prevailing in the distribution system. Discharge of chlorinated water into watercourses or surface waters is regulated by the Nation- al Pollutant Discharge Elimination System (NPDES). Disposal of the chlorinated disinfection water and the flushing water is the Contractor's responsibility. Schedule the rate of flow and locations of discharges in advance to permit review and coordination with Owner and cogni- zant regulatory authorities. For measuring chlorine concentration, supply and use a medium range, drop count, DPD drop dilution method kit per AWWA C651, Appendix A.1. Maintain kits in good working order available for immediate test of residuals at point of sampling. D. Tests for Drain and Gravity Sewer Lines: 1. Drain and gravity sewer lines shall be tested for infiltration and exfiltration. 2. The allowable limits of infiltration or exfiltration or leakage for the drain or sewer lines, or any portion thereof shall not exceed a rate of 100 gallons per inch of internal pipe diameter per mile of pipe per 24 hours with no allowance for laterals or manholes. Duration of test shall be a minimum of two hours. 3. Any part or all of the system may be tested for infiltration or exfiltration, as directed by the Engineer. Prior to testing for infiltration, the system shall be pumped out so that normal in- filtration conditions exist at the time of testing. The amounts of infiltration or exfiltration shall be determined by pumping into or out of calibrated drums, or by other approved methods. 4. The exfiltration test will be conducted by filling the portion of the system being tested with water to a level which will provide a minimum head of 2 -feet in a lateral connected to the test portion, or, in the event there are no laterals in the test portion, a minimum difference in elevation of 5 -feet between the crown of the highest portion of the drain or sewer and the test level. 5. Where infiltration or exfiltration exceeds the allowable limits specified herein, the defective pipe, joints, or other faulty construction shall be located and repaired by the Contractor. 6. Furnish all labor, equipment and materials and shall conduct all testing required, under the direction of the Engineer of Record. No separate payment will be made for this work and the cost for this work shall be included in the prices quoted in the Proposal. 7. Locate and repair all leaks until the leakage is reduced to the limits specified. Any observed leaks or obviously defective joints or pipes shall be repaired or replaced as directed by the Engineer of Record, even though the total leakage is below that specified above. END OF SECTION 15060 - 26 OPA-LOCKA 10/2022 SECTION 15065 MISCELLANEOUS MATERIALS PART 1 - SCOPE 1.01 GENERAL Miscellaneous materials necessary for a complete installation, not specified herein, shall be equal in quality to the specified materials suitable for the intended use, and shall conform to the details and notes shown on the Plans. All minor items implied, usually included or required for the construction of a complete operating system, shall be installed whether specified or shown on the Plans, or not. 1.02 The Contractor shall furnish and install where shown on the Plans or stated herein, the following materials or equals: PART 2 - PRODUCTS 2.01 Anchors, chemical adhesive 2.02 Anchor bolts, eyebolts, nuts washers -steel, including anchor bolts and tie -rods carbon steel 2.03 Anchor bolts, nuts, washers and screws -stainless steel 2.04 Anchor straps 2.05 Angle Meter Stops 2.06 Angle Meter Stops 2.07 Angle valves (for air release valve and flushing valve outlet) Stainless Steel HVA type by Hilti Co, or approved equal ASTM A325 -88a, hot -dip galvanized AISI Type 316 stainless steel 1 -1/2 -inch by 1/8 -inch hot dip galvanized each with two %2 -inch by 3 -inch anchor bolts and nuts (galvanized) Conform with AWWA C800, 85-5-5-5 Brass, Inle t Type K Copper Tube, Outlet Meter swivel nut, Lock Wing, NSF 61 Certified, Mueller 14255W, Ford KV23-W, or approved equal. Conform with AWWA C800, 85-5-5-5 Brass, Inle t Inside Iron Pipe Thread, Outlet Meter swivel nut, Lock Wing, NSF 61 Certified, Mueller 14265W, Ford KV13-W, or approved equal. 2 -inch threaded inlet and outlet valves with hand wheel, bronze body and composition disc, replaceable disc and seat, screwed -in bonnet Nibco T -311Y, or approved equal. 15065 - 1 Project #19356 OPA-LOCKA 10/2022 2.08 Backflow preventer 2.09 Backflow preventer (hose) 2.10 Ballast rock 2.11 Banding straps for pipe skids 2.12 Bedding for copper tubing 2.13 Bentonite 2.14 Blind flanges, cast iron 2.15 Bolt, nuts and washers, Aluminum (where required on the Plans) 2.16 Bolts and nuts for flanged pipe joints 2.17 Bonding Agent for concrete 2.18 Bore or bell donut adapters for tailpieces 2.19 Brackets and Pipe Support Clamps 2.20 Branch Assembly (Meter) 2.21 Caulking Compound Pressure reducing 2 -inch Series 909, manu-factured by Watts Regulator, Co. (or other MDWASD approved model for size and application) 3/4" bronze hose bibbs Watts No. 8 Washed and graded limerock obtained from local sources. Aggregate size shall be 1-1/2 inch to 2 -inches in diameter. Hot -dip galvanized steel or stainless steel, 1/32 -inch thick by 1-1/4 inch wide, minimum, with banding clamps of same material. Clean white masonry sand Baroid Bentonite Mix as supplied by Southwest Florida Service and Supply, or Tony's Drilling Supply (Opa-Locka, FL). AISI Standard B16.1, Class 125, plain -faced and drilled. "Hollow Back" flanges not acceptable. Aluminum bolts shall conform with AA 2024-T4 Alloy designation, anodized Hot -dip galvanized steel, sized pipe joints per ANSI specifications. If in contact with aluminum or stainless steel, AISI Type 316 stainless steel, sized per ANSI specifications. High polymer resin dispersed in water "Daraweld-C" by W. R. Grace Co. Fernco, Inc. ASTM A36, hot dip galvanized after fabrication Copper inlet with 2 meter swivel nut outlets, NSF 61 Certified, 85-5-5-5 brass, 7 '/2- inch spacing between outlets, Mueller 15362, Ford UV23-42W, James Jones, A.Y. McDonalds 0802M or approved equal. Hornflex-L (two component compound based on Thiokol polysulfide liquid polymers), W.R. Grace & Co. Apply per manufacturer's recommendation. See Metropolitan Dade County Public Works 15065 - 2 Project #19356 OPA-LOCKA 10/2022 2.22 Catch Basins 2.23 Chain Rail 2.24 Check valves in meter hook-ups 2.25 Clean -Outs (toilet area) 2.26 Concrete louver ventilator blocks 2.27 Copper tube straps 2.28 Concrete pipe support saddle liner 2.29 Concrete protecting coating (interior of fuel tank containment top of bottom slab and interior walls from bottom slab up to 3-1/2 feet) 2.30 2.31 2.32 Copper Tubing Corporation Stops Coupling Adapters 2.33 Coupling, Flexible (Groove type) MDWASD Std. Detail SD 2.3, unless shown otherwise on Plans or detailed on specified herein. Chain shall be straight -link machine chain, Type 316L Stainless Steel with approx. 15 links per foot. Each chain section shall be fitted with Type 316L Stainless Steel snap fittings and eye bolt at both ends. Eye bolts shall be affixed to end posts. 1-1/2 inch to 2 -inch brass with neoprene poppet by Stataflo Products, Inc., or approved equal Josam 58020, adjustable, with Nikaloy top, or approved equal. 16 -inch by 16 -inch with bird screen, Denmark's Artstone Co., Miami or approved equal. Chase No. 1019, 1019R, 1019S. Copper straps for 1 -inch tubing, Grinnel Fig. 9124 Neoprene rubber sheet, 1/4 inch thick w/ 4 -ply fabric reinforcement durometer grade 70, cut width IA inch less than saddle with. Base: Strongcote WB-114, 1/32 -inch by Strongwall Systems Inc. or approved equal. Top: Strongcote SC -112, by 1/32 -inch thick Strongway Systems, Inc. or approved equal. ASTM Standard B-88, Type K annealed and coiled 1 -inch Mueller H-15000 (for chlorination, testing and 1 -inch service connection). 1-'/z inch Mueller H-10003, (for air release assembly and 2 -inch service connection). Flanged, cast iron, Type 912 by Rockwell International, or approved equal. Cast iron Victaulic Style 31 or approved equal, complying with AWWA C606-87. Compatible with pipe material, dimensions and service, and furnished with neoprene gaskets and stainless steel bolts and nuts. 15065 - 3 Project #19356 OPA-LOCKA 10/2022 2.34 Coupling, Flexible 2.35 Coupling, No. Hub 2.36 Coupling, Transition (Ductile Iron) 2.37 Coupling, Transition (Steel) 2.38 Disinfectant 2.39 Dowel Bars 2.40 Duct caps (Grab Sample Ports) 2.41 Electronic Marker System 2.42 Epoxy for polylining repairs Vibration and noise insulating expansion joint, design pressure 150 psi, acceptable for drinking water shall be Style 110-A by Unafiex Rubber Corp., distributed by H.S. White Co., Inc., Ft. Lauderdale, or approved equal. Flexible PVC body conforming with ASTM D5926 and C1173. Stainless steel bands. Fernco or approved equal. Center sleeve and end rings of ductile iron conform with ASTM A536 grade 65-45-12; Gaskets NBR (Sewage) SBR (Water). High strength low alloy steel bolting. Coupling conforms with AWWA C219. Center Sleeve of ASTM A53 grade A steel. End rings of ASTM A795 steel. Gaskets of EPDM. Complies with NSF 61 and AWWA C219. Fusion bonded epoxy interior and exterior coating. As specified in Section UC-175, herein Continuous threaded, w/ splicer, Type DBT by Richmond Screw Anchor Co. 6" Bronze Andrew industrial Type "DC", Kamlock or equal with 6 -inch NPT bronze adaptor Andrews Industrial Type "A", Kamlock, or approved equal. Separate frequency for Water, Sewer and Re -use. Any "approved equal" must be able to communicate with the markers called out below. Search and read mode range of five feet. Each ball to have a separate readable ID number. Ball diameter 4 to 6 inches or less. Filling of ball to be mixture of propylene glycol and water and shall be environmentally harmless if container is ruptured. Shell to be HDPE or other corrosion proof material and completely water tight. 3M 1400 series or approved equal. Two-part coal tar epoxy Madewell 1104 by Madewell Products Corp. 15065 - 4 Project #19356 OPA-LOCKA 10/2022 2.43 Epoxy grout, non -shrinking (for setting equipment) 2.44 Epoxy grout, non -shrinking (for setting handrails) 2.45 Exhaust fan (for dry wells) 2.46 Expansion anchors and shields 2.47 Fiberglass bar grating 2.48 Fill Cap (emergency pump out connection to force main) 2.49 Flange coupling adapters 2.50 Flanged joint material 2.51 Flexible couplings (Compression type, if required during installation). 2.52 Flexible connections, (stainless steel) 2.53 Floor drain with strainer 4 -inch (if required) 2.54 Gasket lubricant See Specification Section 03600 "Wall -Nu" (Trowel Mix), by Steelcote Mfg. available locally at Florida Wire and Rigging Works, Inc., "Five Star" by U.S. Grout Corp., or equal, available from Coastal Construction Products. See Specification Section 15860 Redhead by ITT Phillips Drill Division or approved equal. Polyester I-beam, 1-1/2 inch bars for 24 -inch span with uniform loading, spaced 1-3/16 inch O/C. Cross bars spaced 6 -inch O/C. As manufactured by McNichols Fiberglass Co., or approved equal. 4", lock -type, OPW 634 -TT with 4 x 4 -inch adaptor, OPW 633-T, by Dover Corp., or equal. Smith -Blair, Dresser. ANSI sized and approved, full faced 1/8 inch thick neoprene (for sewer) SBR (for water) gaskets and hot -dip galvanized bolts and nuts (except as otherwise specified for a particular service). Properties of gaskets to conform with ANSI/AWWA C111/A221.11. Bolts and nuts hot dip galvanized steel properly sized for ANSI Standard Class 125 flanged joints. Compression type sleeve Dresser Style 38, Baker, or equal, compatible with pipe dimensions and service, and furnished complete with grade 27 gaskets and 316 stainless steel bolts and nuts. Stainless steel bellows type with flanged connections as manufactured by Ram -Tech Sales, Inc., Shreveport, LA, or approved equal. Adjustable body 30604-64 Josam with adjustable Super -Flow strainer, Bronze Top finish. Vegetable soap lubricant as recommended by the pipe, valve or gasket manufacturer for 15065 - 5 Project #19356 OPA-LOCKA 10/2022 2.55 Gauges - pump discharge 2.56 Gauges - pump suction 2.57 Gauges - Seal water pump 2.58 Gauge cock 2.59 Gravel for venturi, valve or other pit (where required on Plans or herein) 2.60 Grout for sealing between pipe and wall 2.61 Grout for boring and jacking 2.62 Guard Post for hydrants 2.63 Hose bibbs 2.64 Hose Clamps 2.65 Hose, sump pump 2.66 Insulation guide support 2.67 Insulation roll support installation of pipe in subaqueous trench. 0-60 psi range, Kunkle, Style G1110, case type N or equivalent by John C. Ernst, or Ashccroft with diaphragm seal. 0-15 psi range, Kunkle, Style G1130, case type N with diaphragm seal, 4-1/2 inch dial size. Gauges shall be furnished by the manufacturer supplying the diaphram seals assembled as a unit. Kunkle, Style G1110, Case Type N, or equivalent by John C. Ernst, 0-60 psi range, 3-1/2 inch face. Bronze gauge cock Crane No. 744 equivalent by Stockam. Gravel shall be locally obtained from a fresh water source, free of deleterious matter and graded from 3/4 to 2-1/2 inches in size. Non -shrink, hydraulic cement grout. "Waterplug" by Thoro System Products. Portland cement -sand mixture. Type I (for water) Type II (for sewer) Portland cement and sand fineness that 100 percent will pass a standard 40 -mesh sieve. Grout shall not contain greater than one part sand to one part cement. Galvanized steel pipe, Sch. 40, concrete filled. See Std. Detail 4.5 3/4" bronze, w/vacuum breakers where required by S. Fla. Building Code, American Valve Co., Fig. 76 All stainless steel, worm -gear type, Nos. 30032, 300188, by Breeze Corp, Inc. Hex head Type 316 Stainless Steel Series "68" Hy -Gear by Ideal 2 -inch I.D. Buna-N, "Plant Master" No. 119B by Gates. 1/2 -inch insulation protection shield shall be ITT Grinnel, Fig. 167, or approved equal. Pipe covering protection saddle shall be ITT Grinnel, Fig. 164, or approved equal. 20- inch adjustable roller stand with base plate shall be 15065 - 6 Project #19356 OPA-LOCKA 10/2022 2.68 Meter Box for Water Service 2.69 Meter Couplings 2.70 Meter Couplings 2.71 Neoprene pad (60 Durometer) 2.72 Neoprene (compressible pad) 2.73 Oils and Lubricants 2.74 Paint - Zinc rich for galvanized items with minor damage (if approved by the Engineer) 2.75 Paint, for guard post and fire hydrant repairs if necessary 2.76 Paint, bituminous 2.77 Pea Rock 2.78 Pipe clamps 2.79 Pipe straps (2 -inch by 3/8 -inch) 2.80 Pipe straps for Vent Pipe 2.81 Pipe supports (where required) 2.82 Pipe support (other types) 2.83 ITT Grinnell, Fig. 274, or approved equal. Per MDWASD Standard Detail WS 2.10, by U.S. Precast , or approved equal 1 -inch brass, NSF 61 Certified, Brass, straight, meter nut x pack joint or grip joint, Ford, Mueller or approved equal. 1-1/2 inch & 2 -inch brass "Loc-Pak" by Ford Meter Box Co. Neoprene Bearing Pad "Servicized" by W. R. Grace Co. Code No. 3340. Acmaseal by Acme Highway Products, Corp., Amherst, N.J. Type, quality and quantity as recommended by manufacturer of machinery or equipment. Dry galve by Force Chemical Division, American Soldering and Flux Co. Neutralizer -1 coat Sherwin Williams Galvanized iron primer, B50 WZ1. Finish paint - 2 coats Sherwin Williams Industrial Enamel OSHA yellow B54 Y 37 Bitumastic No. 300M and Bitumastic No. 50, Kop-Coat Co. Local washed rock, 100% passing 1 -inch mesh and retained on 1/4 -inch mesh. Hot -dipped galvanized steel. AISI Type 316 stainless steel with 3/8 -inch diameter stainless steel bolts. Galvanized 2 -inch No. 3039T19 by McMaster -Carr Aluminum Strut Channel 1 5/8 -inch X 1 5/8 -inch unistrut, Fabricated as shown on the Plans, ASTM A36/A36M-90 steel, hot dip galvanized after fabrication. Pipe Hanger, Clevis Type (where Adjustable clevis, carbon steel, galvanized, required) ITT Grinnel Fig. 260. 15065 - 7 Project #19356 OPA-LOCKA 10/2022 2.84 Pipe Support, Rod Attachment (where required) 2.85 Polyethylene encasement material for main and line valves 2.86 Polyethylene sheet for vapor barrier and for use with concrete anchors 2.87 Polysulfide Rubber Sealant 2.88 PVC double bell repair couplings, No -stop (sleeves) 2.89 PVC pipe and fittings (for sewer lines and service laterals) 2.90 PVC double bell transition couplings or adapters PSM SDR-35 PVC Sewer Pipe to ductile -iron or AWWA C900 CI -PVC Pressure Pipe 2.91 2.92 Riprap Roofing felt (miscellaneous) 2.93 Restrained Joint Connectors 2.94 Sand for bedding - copper tubing 2.95 Sand for Casing 2.96 Sealant for concrete joints 2.97 Service Insulator Assembly 2.98 Service Saddle — Double Strap Forged Steel Clevis Type with pins. ITT Grinnell Fig. 299. Virgin polyethylene material for ductile iron conforming to ANSI/AWWA C -105/A21.5-88, Type I Class C, extruded tube formed with approved polyethylene adhesive tape. Shall be 0.008 -inch (8 -mil) thick minimum and conform with WASD Std. Detail A-9. .060 -inch (6 -mil), "Visqueen" by Ethyl Corp., or approved equal. (See Std. Detail GS 1.1) Hornflex-L by W.R. Grace and Co. ASTM Standard D3034 and Section UC-250. See Specification Section Section UC-250. ASTM Standard D3034 and Section 15105-2.07, herein for fittings. Sand -cement in burlap sacks, well mixed, in the proportion of 5:1. The sacks shall absorb moisture to set-up in the position placed. Standard 30 -pound asphalt impregnated felt, ASTM Standard D226-88. "Megalug" or approved equal. ( May only be used where shown on the Plans) Clean white masonry sand. Such fineness that 100% will pass a standard 4 -mesh sieve. Dow Corning 888 Silicon Joint Sealant with 3/8 -inch Dia. Expanded closed -cell polyethylene foam backer rod or approved equal. Nylon dielectric bushing with bronze coupling -female I.P. thread by flared copper Ford Meter Co, Inc. Conform with AWWA C800, NSF 61 Certified, Copper alloy 85-5-5-5 body per ASTM B62 & B584, Gasket Buna N, Straps of silicon bronze. Ford Meter Box Co. 202B, James Jones #J-979 15065 - 8 Project #19356 OPA-LOCKA 10/2022 2.99 Service Saddle — Single Strap 2.100 Service terminal fittings _ single 2.101 Service terminal fittings - dual 2.102 Solder, potable water copper tubing 2.103 Strainer 2.104 2.105 2.106 Stainless steel screws for ladders Stainless steel cable Stainless steel repair clamps, with stainless steel bolts, PSM SDR-35 PVC sewer pipe to ductile -iron or AWWA C900 CI -PVC pressure pipe 2.107 Street elbow (90 Degrees) 2.108 Stop, Angle Meter 2.109 Stop, Corporation, 1 -inch 2.110 Stop, Corporation, 1 % x 2 -inch 2.111 Stop, Curb, %-inch or approved equal. Conform with AWWA C800, NSF 61 Certified, Copper alloy 85-5-5-5 body per ASTM B62, Gasket Nitrile, Straps of silicon bronze. Mueller Co. H-10475 H-10480 or approved equal. One inch lock wing style valve, drilled for wire sealing, Cat. No. KV23-444W Ford Meter Box Co. or Cat. No 14255, Mueller Co. One -inch branch valve assembly, with standard 7% -inch spacing between outlet centers, drilled for wire sealing, Cat. No. UV23-42W Ford Meter Box Co. or one inch branch connection with standard 71/2 -inch spacing between outlet centers Cat. No. H-15362, fitted with angle stops for 5/8 -inch meters, drilled for wire sealing, Cat. No. H-14265, (3/4" Inlet) Mueller Co. ASTM B32-89 Alloy grade Sn 94 or Sn 95 3/4 -inch with screwed connections and 20 mesh 18-8 stainless steel straining element. Type SY-70, as manufactured by Cash Acme or approved equal. AISI Standard Type 316. AISI Type 316 wire rope. Wide range, single or multiple panel, Style 3121 or 3122, Clow Corporation. Coat with bituminous paint after installation. 150 psi, galvanized, malleable iron, screwed, ANSI Standard B2.1 threaded (NPT). For type K copper inlet. For chlorination, testing and 1 -inch service connection, AWWA taper thread inlet, copper service thread outlet (Type K copper tubing), 85-5-5-5 brass alloy, Mueller H-15000, Ford F-600 or approved equal. For 2 -inch services, ARV's, AWWA taper thread inlet, Iron Pipe Thread Outlet, 85-5-5-5 brass alloy, Muelle H-10003, Ford FB-800-6, or approved equal. For copper thread one side, inside iron pipe thread other side, 85-5-5-5 brass alloy, Mueller H-15175, Ford B21 -333W or approved equal. 15065 - 9 Project #19356 OPA-LOCKA 10/2022 2.112 Stop, Curb, 1 -inch 2.113 Stop, Curb, 1 '/2 -inch 2.114 Stop, Curb, 2 -inch 2,115 Suction Bend 2.116 Tread Plate 2.117 Threaded rods 2.118 Tie rods 2.119 Timber skids and block 2.120 Turnbuckles 2.121 2.122 2.123 2.124 U -bolts (galvanized) U -bolts (stainless) Vent Cap Valve (Foot) 2.125 Valve boxes and covers 2.126 Wall pipes (cast iron) For inside iron pipe thread both sides, or flare copper 1 side and inside Iron Pipe Thread other side. 85-5-5-5 brass alloy, Mueller H-15175, Ford B21-444 (copper x iron pipe), Mueller H-10201, Ford B11-444 (inside iron pipe thread both sides) or approved equal. For inside iron pipe threads both sides, 85-5-5-5 brass alloy, Mueller H-10255, Ford B11-666, or approved equal. For inside iron pipe threads both sides, 85-5-5-5 brass alloy, Mueller H-10255, Ford B11-666, or approved equal. Mueller H-10255, Ford B11-777 or approved equal. Cast iron, flange and flare, long radius 90 -degree bend, US Pipe and Foundry Co. %-Inch galvanized steel (raised checkered design) '/2 -inch, 5/8 -inch and 3/4 -inch hot -dip galvanized steel. Threaded each end, hot -dip galvanized steel, with galvanized nuts, washers and eye bolts. The eyebolts shall be Star National Products, Figure No. 7. Wolmanized pressure -treated Southern Pine at 2.5 pounds per cubic foot retention. Skids and blocking shall be size so that the top of the bells or restrained joints of the carrier main will be two inches or less below the inside top of the casing pipe. Grinnell Fig. 230, hot -dip galvanized Hot -dip galvanized steel AISI Type 316 stainless steel. 2 -inch, OPW-63, by Dover Corp. 1 -inch, double poppet, bronze, OPW 92 by Dover Corp. See Standard Details and Section 05550. Clow F-1400 series, American Cast Iron or equal, flange and flange or flange and plain end, or bolted mechanical joint, as required or as shown on the plans. Length to fit wall thickness. 15065 - 10 Project #19356 OPA-LOCKA 10/2022 2.127 Wall Sleeves for Pipe 4" Schedule 40, hot -dip galvanized steel pipe, cut and Smaller flush with face of wall or floor and reamed. 2.128 2.129 Wall Sleeves for Pipe larger than 4 -inches Water proofing system (where required by the Plans) Cast iron, sized as shown on the Plans, conforming to AWWA Standards, Class "D"pattern, with intermediate flange. "Penecrete" cementitious water proofing system at joint and 2 -inches of "Penetron" all around joint area, mixed and applied as required by the product manufacturer, International Coating Systems, Inc. - Danko Sales, Inc. (404)922-3351 or approved equal. Note: All metal underground piping for this project shall be encased in virgin polyethylene 2.130 CASTINGS (See Section 05550) A. General: 1) Materials used in the manufacture of the castings shall conform to ASTM Standard A48, "Gray Iron Castings", for Class 30 iron. Manhole and valve box covers shall have a roadway or pedestrian type surface as required by location, machined mating surfaces and shall be non -rocking. 2) Unless otherwise specified, castings shall be as manufactured by U.S. Foundry and Manufacturing Corp., Neenah Foundry, or approved equal. B. Valve Boxes and Covers: Valve boxes and covers shall be MDWASD No. 52 or No. 53 in accordance with the Standard Details. Valve box covers shall be cast labeled with the letter "S". The foundry and country of origin shall be cast on the bottom of the covers. C. Fill Cap Manhole: Fill cap manhole shall be 12 -inch, cast iron with rubber gasket, type OPW 104-A by Dover Corp., or approved equal. PART 3 - EXECUTION (Not Used) END OF SECTION 15065 - 11 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 15065 - 12 Project #19356 OPA-LOCKA 10/2022 SECTION 15070 JACKING AND BORING PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish all labor, material, equipment, and appurtenances required to perform complete jacking and boring operation as shown on the Plans. B. The work under this section consist of installing a steel casing pipe under the road, railway, etc., in a single bore and jack operation and installing the carrier main within the casing, complete. C. All jacking and boring operations shall be performed in accordance with all requirements of the permitting agency or company having jurisdiction over the work area, and as approved by the OWNER. 1.02 RELATED SECTIONS A. Section 15060 - Piping and Fittings 1.03 SUBMITTALS A. The steel pipe shall be furnished with an Affidavit of Compliance certifying that the pipe and sleeves comply with the requirements herein and ASTM Standard A139 -93a. No pipe described below or sleeve will be accepted until such Certificates have been submitted to and approved by the Engineer. 1.04 QUALITY ASSURANCE A. All work performed within the respective railroad, Florida Department of Transportation (FDOT) or other governing agencies' right-of-ways shall comply with all requirements and conditions of the governing authority, permit requirements and all requirements and conditions of these specifications. B. The Contractor shall perform his operation in accordance the State of Florida Department of Transportation's Utility Accommodation Guide, Exhibit H, Jacking and Boring Supplement, latest revision. Copies are available from FDOT. C. The Contractor shall assume all jacking and boring responsibilities for its permittee while complying with all FDOT; railroad company and governing authority requirements having jurisdiction over their work. The OWNER reserves the right to enforce any and all requirements. 15070 - 1 Project #19356 OPA-LOCKA PART 2 - PRODUCTS 2.01 STEEL CASING 10/2022 A. Steel casing pipe for boring and jacking shall be of the size and thickness as shown on the Plans. All steel pipe shall conform to the requirements of ASTM Standard A139 -93a "Electric - Fusion (Arc) -Welded Steel Pipe (NPS 4 in. And Over)", Grade B. B. Pipe weld shall be longitudinal, spiral weld not being acceptable. Where required by the permitting agency or company, the pipe and sleeves shall be coated inside and out with two coats of Bitumastic No. 50 as manufactured by Kop-Coat Company, Inc., or approved equal. Paint shall be applied in strict accordance with the manufacturer's recommendations. C. The pipe shall have right-angle cut ends with bevel cut for field welding and shall be furnished in 20 -foot lengths. Cutting the pipe in the field to accommodate the area for boring and jacking operations will not be permitted without specific approval by the Engineer of Record. The Contractor shall be responsible for determining the size of the pit in relation to the space required for this equipment and 20 -foot lengths of steel pipe. 2.02 EQUIPMENT The boring (tunneling) machine may be an open-faced boring machine. Other types of machines such as a closed face boring machine may be considered. Final approval of the boring machine is within the sole discretion of the Engineer of Record and must be obtained prior to its use. This is an absolute reservation of discretion on behalf of the OWNER due to the critical nature of the work to be performed beneath the railway roadway, etc. Excavation for installation of the casing by use of a labor crew will not be permitted. PART 3 - EXECUTION 3.01 GENERAL A. The installation shall be coordinated with the railroad companies, FDOT, or municipality in which the job is to be performed. The Contractor shall not begin work until he has received permission from the OWNER and the governing authority to do so. In the event the railroad companies or FDOT require payment for any services rendered, including services required due to around -the -clock construction, the costs shall be borne by the Contractor. B. The Contractor must obtain approval by the Engineer of Record for the boring equipment he intends to use. His selection of boring machine must be based on his investigation of local conditions and written submission of his thorough investigation of the groundwater and sub- surface soil conditions to be encountered during the boring and jacking operations. This is particularly emphasized when running sand or large quantities of water are indicated. The Engineer of Record may require the Contractor to use a closed face boring machine if he considers it essential, based on information from the Contractor's report; and if, in his opinion, it is necessary to safeguard the public and to protect public or private property. 15070 - 2 Project #19356 OPA-LOCKA 10/2022 3.02 INSTALLATION A. Installation of the casing pipe shall be a continuous operation until completed, unless revised by the Engineer of Record, FDOT, or other governing agencies having jurisdiction over the work. B. Construction by boring and jacking shall be carried out in such a manner that there is no raising or settlement of the ground surface, surface facilities or structures. The casing shall be jacked from one end of the crossing to the other in conjunction with the boring. Material from the boring excavation shall be removed as the jacking proceeds. C. The casing and carrier pipe shall be installed level and shall be free of horizontal and vertical deflections. A minimum of two monitoring holes located over the casing shall be provided to verify the casing location. D. Adjacent lengths of steel casing pipe shall be welded together throughout the circumference of the pipe with two welding operations at the same time. All welding shall conform to the best accepted practices of the trade and in particular to AWWA Standard C206-88, "Field Welding of Steel Water Pipe Joints". E. The Contractor shall furnish the Engineer of Record with five copies of his site surface and sub -surface (soil borings) examination data prior to starting work. The Engineer of Record and the governing authority (railroad company, FDOT, or similar authority) will analyze this information in conjunction with the equipment and methods specified hereinbelow to see if any changes are required. However, no changes will be permitted unless specifically authorized in writing by the Engineer of Record, and the governing authority. F. Also, prior to commencing any work hereunder, preferably after a rainfall to indicate low areas by ponding, the Contractor shall take color photographs of the right-of-way over the entire area (length) of the proposed casing. These photographs shall be furnished to the Engineer of Record, who will review them with the Contractor, and representatives of the governing authority. Any pavement cracks, ground settlement ponding, or other unusual conditions indicated on the photographs will be recorded and acknowledged by all parties concerned, otherwise it will be agreed that the entire surface area is free of any pavement cracks, ground settlement or other unusual conditions. G. Additionally, in conjunction with the photographs, the Contractor shall furnish the Engineer of Record with a survey prepared by a Registered Land Surveyor indicating elevations of the ground surface at twenty (20) foot intervals, minimum, over the full length of the proposed casings and 50 ft. beyond the casing on both sides. Elevations shall be to the nearest one hundredth of a foot. In addition the track elevations shall be taken 100 feet in both directions on the track from the center of the pipe. Elevation readings shall be taken both with and without the live load of a train. The Surveyor shall report the difference in elevations, if any, to the Contractor, who shall report such to the Engineer of Record. Upon completion of the Contract, but prior to acceptance by the OWNER, the Contractor shall furnish the OWNER with a second survey prepared by a Registered Land Surveyor as stated above. If any appreciable difference in elevations between the two surveys indicate settlement, or if pavement cracks or other surface irregularities are apparent, and correction is required by either the railroad company, FDOT or other governing authority, the Contractor shall 15070 - 3 Project #19356 OPA-LOCKA 10/2022 immediately correct such problems to their satisfaction, and to the satisfaction of the OWNER. If any appreciable differences in elevation, indicating settlement, occur or if pavement cracks or other surface irregularities become apparent within the period of the Maintenance Bond, and correction is required by either the railroad company, FDOT, or other governing authority, the Contractor shall immediately correct such problems to their satisfaction and to the satisfaction of the OWNER. H. The Contractor shall be fully responsible for any damage which might occur to the roadway, railroad company's crossing and tracks or other facilities and shall repair or replace such damaged facilities and equipment at his expense and to the satisfaction of the OWNER the railroad company, the FDOT or other governing authority. No work shall commence hereunder until the Contractor has procured the insurance required by the OWNER, the railroad company, FDOT or other governing authority; and such insurance has been approved by the Engineer of Record, the railroad company, FDOT, and other governing authority, respectively. 3.03 JACKING AND RECEIVING PITS A. The jack and bore pits shall be constructed with 4 sides of steel interlocking sheeting designed and sealed by a Professional Engineer registered in the State of Florida. It shall terminate a minimum of 3 ft. above the adjacent ground elevation. B. A detailed shop drawing shall be prepared and submitted, to include the method of installing a circular hole 3/4 of an inch in diameter larger than the casing O.D. It shall be made to accommodate the casing and prevent infiltration of water. C. Concrete (4,000 psi) and tremie shall be designed and sealed by a Professional Engineer registered in the State of Florida and shall be of sufficient thickness to withstand the uplift. 3.04 WATER DISPOSAL A. Inflow of water must be limited to slight seepage of the jack and bore pit and limited water intrusion into the pit from the tunnel machine performing the excavation. Water from the pits shall be disposed of in such a manner as will not cause injury to public health, to public or private property, to the work completed or in progress, to the surface of the streets, or cause any interference with the use of the same by the public. The Contractor shall submit his proposed method of handling trench water and locations at which the water will be disposed of to the Department of Environmental Resources Management (DERM), governmental agencies having jurisdiction over this work and to the Engineer of Record for approval and shall not commence the excavation without written approval from the OWNER, DERM and other governing agencies. B. When the invert elevation of the carrier pipe is less than 7 ft. below the finished elevation and the elevation of the water table is less than 2 ft. above the casing invert, the Engineer of Record will allow the jacking and receiving pits to be steel sheeted, shored, and tremied with concrete, and shall be continuously dewatered during the entire installation. The tremied concrete slab in the bottom of the pit shall be sufficient to provide a stable base for the boring machine. The concrete slab shall be removed when this work is completed. 15070 - 4 Project #19356 OPA-LOCKA 10/2022 C. When jacking casing under the railway, roadway, etc. the Contractor shall begin the boring and jacking by constructing the jacking and receiving pits as shown on the Plans and in accordance with the requirements of the permit and these Specifications. The Contractor shall exercise special care during the boring and jacking to prevent damage to any underground utilities, whether shown on the Plans or not. D. The receiving pit must be installed and ready to receive the casing pipe prior to any jacking and boring work in the jacking pit. E. The Contractor shall provide the necessary pumps, and other means necessary to keep the pits free of water. In addition, he shall also provide standby back-up pumps and equipment at the site to insure against pit flooding in the event of equipment failure. The Contractor shall be responsible for the disposal of the water. F. The Contractor's proposed pit construction and dewatering plans shall be submitted to the Engineer of Record for approval prior to construction. These submissions must also meet the approval of the FDOT, DERM and all other regulatory agencies having jurisdiction over this work. No work is to commence without the required approvals. G. Upon completion of the work, all sheeting, shoring, concrete, concrete tremie slab and other material shall be removed from the site. Excavations shall be backfilled and compacted and the surface restored to original condition. 3.05 INSTALLATION OF CASING PIPE A. After the jacking and receiving pits have been prepared, and the boring (tunneling) machine is ready for operation, the casing pipe shall be installed. The installation of the casing pipe shall be a continuous around -the -clock operation, and once started shall not be stopped until the entire run of casing pipe has been installed. B. The Contractor shall obtain all necessary permits required for the around -the -clock operation from the various agencies having jurisdiction over the work area unless the 24 hours -a -day operation is withheld. Additionally, the Contractor shall furnish and install temporary noise barriers around the pits as required to comply with noise ordinances of the various agencies having jurisdiction over the work area. C. The casing pipe shall be furnished and installed in 20 -foot lengths. Adjacent lengths of steel pipe shall be joined by welding. Welds shall be watertight. All welding shall conform to the best accepted practices of the trade and in particular to the AWWA Standard C206-88, "Field Welding of Steel Water Pipe". In order to minimize the welding time, the Contractor shall have at least two qualified welders and two welding machines on the job at all times. After the pipe has been lowered into the pit, it shall be welded to the pipe. D. All welding done under this Project shall be performed by operators who are certified by a testing laboratory approved by the Dade County Building and Zoning Department as qualified to weld underhand and overhead. The Contractor shall furnish proof to the OWNER that his welders are so qualified. 15070 - 5 Project #19356 OPA-LOCKA 10/2022 E. The casing pipe shall have 2 -inch tapped holes at 8 -foot intervals at 3 and 9 o'clock locations prior to being placed in the pit; and at additional locations as may be required to control the placing of cement grout. The grout shall be pumped through one hole until it appears in the next hole, as soon as the auger is removed, in order to stabilize the soil over and around the casing and to prevent voids. F. The pumping of the grout shall be carefully controlled with proper pressure to prevent floating of the casing and the pressure shall be such that all voids over and around the pipe are permanently filled in order to prevent settlement of the earth and facilities above the casing pipe. The holes in the pipe shall then be plugged with malleable iron pipe plugs. G. The use of bentonite to install the casing pipe is at the discretion of the Contractor and is not a substitute for the cement grout. The installation of the casing pipe by boring and jacking shall be carried out in such a manner that there is no settlement of the ground surface or surface facilities or structures. Material from the boring excavation shall be removed as the jacking proceeds. The casing pipe shall be installed free of horizontal and vertical deflections unless required by design. 3.06 INSTALLATION OF CARRIER MAIN A. When the installation of the casing pipe is complete, the Contractor shall install the carrier pipe. The carrier pipe may be jacked through the steel casing pipe or may be pulled through with a cable, but under no circumstance shall it be driven or struck. The method selected by the Contractor shall exert no tensile force on any joint in the pipeline. B. The carrier pipe shall be held in alignment and supported on creosoted or Wolmanized timber skids (See Section 15065) or other OWNER approved casing spacer attached to the carrier pipe as shown on the Plans. The timber skids and blocking shall be sized so that the top of the bells or restrained joints of the carrier pipe will be two inches below the inside top of the casing pipe. See Miami -Dade Water and Sewer Department Standard Detail A 8.0. The OWNER may consider use of alternate casing insulator or spacer systems spaced at least 6 feet, utilizing polymer plastic, polyethylene or HDPE runners and requiring no special tools, grease, or pumping of grout or admixture in the annular space, each on a case by case basis. C. After the installation of the carrier main within the casing pipe has been completed, the Contractor shall wash a sufficient quantity of clean sand into the space between the outside of the carrier main and the inside of the casing pipe to form a sand cushion that will come up to the springline of the main. The Contractor shall then plug the ends of the casing pipe as shown on the Plans. D. The installation of the galvanized steel vent pipes for the casing pipe and the sign shall be complete as shown in detail on the Plans for the crossing. 3.07 STATE ROAD BORE AND JACK CROSSING In addition to the Plans and the requirements of these Specifications, construction shall be in accordance with the requirements of the permits, along with their General Provisions and the following Special Provisions, unless otherwise modified: 15070 - 6 Project #19356 OPA-LOCKA 10/2022 B. Maintenance of traffic and all traffic control device shall be placed in accordance with the current edition of the FDOT Roadway and Traffic Design Standards. C. The permittee shall coordinate the notification of any proposed lane closure(s) and temporary detour(s) at least two (2) weeks in advance of the closure date, by processing the required "anticipated roadway closure" form through the OWNER representative. Lane closures shall only occur during non peak hours or on non-event weekends. Peak hours are from 6:00 to 9:30 A.M. and from 3:30 to 7:00 P.M. weekdays. Where there exist conflict between the above statements and those contained in permits issued for the work, permitted conditions shall govern the work. The OWNER representative may adjust peak hours if conditions warrant. D. Coordinate pre -construction meeting with FDOT, at least forty-eight (48) hours prior to commencement of work. E. Before any work can commence on a State Road right-of-way, the permittee must furnish to the FDOT Inspector on the job site in writing the following: 1. The certification of the steel casing to be used. 2. The width, length and depth of the boring pit and receiving pit. 3. The de -watering plan and equipment to be used. 4. A subsurface report (addressing soil conditions and water table level in the vicinity of the jacking pit and the boring pit). 5. The name, address and telephone number of the contractor that will be performing the jack and bore. F. Final restoration shall be coordinated with the OWNER representative all portions of the State Road right-of-way shall be restored within thirty (30) days upon completion of the permitted installation. G. When the permittee's operations encounter or expose any abnormal condition which may indicate the presence of a hazardous waste, toxic waste, or contaminants, such operations shall cease immediately in the vicinity of the abnormal condition and the OWNER's inspector and Ms. Marjorie Bixby of FDOT's Environmental Management Office (telephone 470-5228) shall be notified. Every effort shall be made by the permittee to minimize the spread of any contamination into uncontaminated areas. Notification of personnel and selection of course of action shall be in accordance with procedure 650-0300 1 O -B, Resolution of Right-of-way Contamination Issues. Under no circumstances will the permittee resume operations in the affected area until so directed by the OWNER. H. Beginning of any work within the right-of-way associated with this work constitutes acceptance of these conditions. END OF SECTION 15070 - 7 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 15070 - 8 Project #19356 SECTION 15075 PIPE BURSTING USING PRE -CHLORINATED PIPE PART 1- GENERAL 1.01 DESCRIPTION A. The pipe bursting of potable water mains using pre -chlorinated pipe will repeat the method outlined below for each section of pipe being rehabilitated. These processes may be performed in series or in parallel with other sections of pipe within the job; however, each section shall require these steps. Pipe bursting shall not be allowed when host pipe is less than 4" nominal diameter. Pipes shall not be upsized by more than two pipe sizes. 1. Post notices of service outage at least 48 hours prior to work in accordance with Section 3.02 of this specification. 2. Chlorinate a length of product pipe per ANSI/AWWA C651-14 "Standard for Disinfecting Water Mains" that yields passing test results for potable water. 3. Hydrostatic test the product pipe section in accordance with AWWA C600- 10. 4. Excavate a Burst Pit at one end of the section down to pipe grade for placement of the pipe bursting equipment. 5. Excavate an Insertion Pit at the opposite end of the section down to pipe grade for entry of the product pipe. 6. Excavate Service Connection Pits as needed based on the number of water services and meters for the section of pipe being replaced. 7. Isolate the section to be rehabilitated from the rest of the system so as to maintain pressure integrity of the system as well as to prevent any backflow of chlorinated solution or non -potable water into the system. 8. Excavate and remove hydrant tees and valve tees from the host pipe. 9. Rod string shall be assembled as it is thrust through the host pipe from Burst Pit to Insertion Pit. 10. Burst tooling and product pipe shall be attached to rod end at Entry Pit. 11. Rod string shall be pulled back and disassembled simultaneously while tooling and product pipe travels from Insertion Pit to Burst Pit. 10/2022 15075-1 Project #19356 12. Service connections shall be made to the newly installed main. Please note that this step in only intended for connecting to the new main, whether they are electrofusion type or mechanical saddles. Services shall not be reconnected to the user until the new main has been properly chlorinated and pressure tested in accordance with Sections 3.04 and 3.06. The pressure testing and laboratory testing should take place before Item 4. 13. Super -chlorinate new pipe for 15 minutes to 300 ppm. A de -chlorination unit will be used to neutralize the residual chorine when flushing. Flush the newly installed main with potable water. Chlorination shall be in accordance with 62-555.340, F.A.C. 14. Inspect for leaks at new connections and perform final pressure test. 15. Complete final connection of the replaced section of pipe to the system. B. Items 4 through 15 shall be accomplished within a single 10 -hour day to eliminate the need for temporary services. The length of pipe to be burst per run should be chosen to conform to this time frame. 1.02 RELATED SECTIONS A. Section 01720 - Project Record Documents B. Section 15080 - Horizontal Directional Drilling C. Section 15070 -Jacking and Boring D. Section 15060 - Piping and Fittings E. Section 15100 - Valves, General 1.03 REFERENCES A. AWWA C600-10 Installation of Ductile -Iron Mains and Their Appurtenances B. ANSI/AWWA C651-14 Standard for Disinfecting Water Mains C. AWWA C906-15 Polyethylene (PE) Pressure Pipe and Fittings, 4 -inch Through 65 - inch for Waterworks D. ASTM D3350 Standard Specification for PE Plastics Pipe and Fittings Materials E. ASTM F585 Standard Guide for Insertion of Flexible PE Pipe Into Existing Sewers F. ASTM F714 Standard Specification for PE Plastic Pipe (DR -PR) Based on Outside Diameter 10/2022 15075-2 Project #19356 1.04 QUALIFICATIONS A. To assure quality execution of the pipe installation, the Contractor shall submit the following to the Owner: 1. Experience - The Contractor shall provide documented evidence of: a. Being actively engaged in the installation of pipe using the static pipe bursting method for a minimum of 5 years. The work experience must have been performed under the current company name. b. Performing 50,000 linear feet or more of water main replacement of cast iron, galvanized steel, and asbestos cement pipe using the process of pre -chlorinated pipe bursting in the United States of America within the past 5 years. c. Experience must include static pipe bursting of 4" through 12" water main. d. Submit project references of 5 similar projects successfully completed within the past 3 years within the State of Florida. References must accompany each project experience with detailed project descriptions and contact information. 2. Certification - The Contractor shall provide documented evidence of: a. Certificate of training endorsed by the manufacturer of the pipe bursting equipment. b. Certificate of training endorsed by the manufacturer of thermal fusion equipment in butt fusing of HDPE pipe. c. Certificate of training endorsed by the supplier or manufacturer of HDPE electro-fusion couplers to be used in the method. B. Provide hygiene competency statement by Contractor that all employees are medically cleared to work on restricted operations and have been trained in hygienic procedures. C. Personnel overseeing the pre -chlorination process shall be trained and qualified in the process. PART 2 - PRODUCTS 2.01 MATERIALS A. High Density Polyethylene Pipe shall be AWWA C906 (HDPE). B. Pipe must conform to ASTM F714 and NSF 61. 10/2022 15075-3 Project #19356 C. HDPE resin shall be PE4710 characterized by ASTM D3350. D. All pipe shall be made of virgin material, no rework except that obtained from manufacturers own production. E. Pipe shall be homogeneous throughout and free of visible cracks, holes, foreign material, blisters, or other faults. F. Pipe shall be a minimum of SDR 11 wall thickness or as directed by the Owner. G. Cuts or gouges, per ASTM F585 are acceptable up to 10% of wall thickness. Beyond 10% of wall, damage must be removed by cutting the damaged section from the pipe string and butt fusing the ends. H. Stripe along the length of the pipe shall be of the color designated by the Owner to identify the applicable service (commonly a blue stripe for potable water). I. All HDPE pipe shall be wrapped with tracer wire. For trenchless water main installations, 1/8" thick stainless steel tracer wire shall be used with an insulating jacket by Performance Wire and Cable, Inc. Insulating jacket shall be blue and shall read "POTABLE WATER" at a maximum interval of every two linear feet. Should the wire become damaged during installation, Contractor shall trench new cable to ensure a continuous wire for the pipe. 2.02 FITTINGS A. Fittings for pressure systems shall be ductile iron with a minimum rating of 350 PSI or per the Owner's specification. B. Stiffener inserts per ASTM 240 shall be used for all fittings and connections to HDPE pipe. Stiffeners shall be 304 Stainless Steel and be of wedge type design. C. Service Connection Fittings shall be HDPE electro-fusion type and/or mechanical saddles with a minimum working pressure of 200 PSI or per the Owner's specification. D. Connection Fittings shall meet AWWA C906 and meet or exceed the pressure requirements of the HDPE pipe. 2.03 COMPLIANCE A. Certificate of compliance shall be supplied to the Owner that the pipe meets the requirements of Section 2.01. B. All materials (in excess of those specified in 2.03A above) used with the coupling or connecting HDPE water main must be submitted for approval by the Owner. 2.04 HANDLING AND STORAGE A. Pipe transport and handling shall be per Manufacturer's recommendation. 10/2022 15075-4 Project #19356 B. Pipe shall be stored on level ground, preferably turf or sand, free of sharp objects that could damage the pipe. Stacking of HDPE shall be limited to a height that will not cause deformation to the pipes. If ground conditions are not ideal, rollers or wooden supports shall be used and spaced adequately as to not allow deformation of the pipe between supports. 2.05 DOCUMENTATION AND PLANNING A. Contractor shall submit a plan to the Owner on a marked up copy of the Project Drawings showing the Contractor's construction phasing and plans at the Pre - Construction Meeting. Plan details should include: 1. Pit locations for pipe insertion and bust machine location. 2. Pit locations for service re -connects. 3. Schedule of when various sections are to be rehabilitated. 4. Distances of each pull. 5. Isolating points used to seal the system during the pipe burst. 6. Chlorination/de-chlorination and pressure test logs for each pipe section. B. The Project Construction drawings provided by the Owner shall be marked by the Contractor to show actual locations of services, fittings, fire hydrants, and other reconnects. These markups shall be done the day of the actual placement. A set of marked -up as -built plans shall be returned to the Owner within 15 days of substantial completion of job. Refer to Section 01720 of the specifications for record drawing requirements. C. Chlorination Submission Documents - Pipes pre -chlorinated with intent to install under this specification must have a log sheet placed in a sealed waterproof envelope attached to the pipe at the start of the Chlorination process. This sheet makes up the Chlorination Submission Documents and shall be delivered to the Owner at the same time as the marked -up as -built construction drawing. The Owner or Owner's representative shall be present for all chlorination and pressure testing. Information on the log sheet shall at a minimum include: 1. Date of swabbing 2. Date of chlorinating and amount of chlorine used 3. Date of samplings 4. Results of sample tests 5. Date of pipe installation. 6. Date of pressure test 10/2022 15075-5 Project #19356 7. Makeup water details (if any) 8. End test pressure 9. Final pressure test results 10. Location of installation PART 3 - EXECUTION 3.01 NOTIFICATION OF REGULATORY AGENCY A. Prior to commencement of construction, the Contractor shall notify the Authority Having Jurisdiction (Miami -Dade Health Department) for their project review and oversight. Specifications for the construction process and/or plans shall be provided to the Authority as required. 3.02 INTERRUPTION OF SERVICE TO END USERS A. Interruption of service to end users shall be minimized through the efforts of the Contractor and use of the method outlined herein. Outages shall be limited to 8:00 AM to 6:00 PM Monday through Friday. No interruption shall be permitted between 6:00 PM and 8:00 AM or on Saturday, Sunday, or legal holidays without the prior written approval of the Owner. B. Only one line segment may be shut down for rehabilitation at any time. C. End users shall be notified in writing (i.e. door hanger, flier, etc.) by the Contractor in a manner approved by the Owner. General notices shall be provided 7 calendar days in advance. Detailed notices shall be provided at a minimum permissible advance time of 48 hours prior to service interruption. 3.03 JOINING OF PIPE A. Fusing per butt fusion methods in strict conformance to the pipe and/or fusing equipment manufacturers recommendations shall be used to join sections of HDPE. B. Fusing of 'sticks' of pipe shall be performed in the general vicinity of the pipe insertion pit or staging area. C. Pipe supplied by the pipe manufacturer in a coil may be fused remote from the pipe insertion pit. D. Solvent cement joints performed by anyone other than the manufacturer is unacceptable for any HDPE pipe or fitting. 3.04 PRE -CHLORINATION OF PRODUCT PIPE A. Chlorination of pipes prior to bursting shall be carried out per ANSI/AWWA C651- 14 Standard for Disinfecting Water Mains. Owner or Owner's representative shall 10/2022 15075-6 Project #19356 be present for chlorination procedures. In general, the method includes the following: 1. Disinfect all equipment, tools, end caps, pipe fittings, or product that may contact pipe. 2. Disinfection shall be carried out by immersing or rinsing items in a hypochlorus solution containing 1 to 5 percent chlorine measured by weight. See details of chlorination solutions in Section 3.05. 3. Product pipe shall be fused into a string of sufficient length to complete the designated section or be coiled in a manner suitable for delivery on a pipe reel. Maximum allowable length to be fused and stored aboveground at one time shall be 1,200 feet. 4. The surface upon which the product pipe rests during chlorination shall be in accordance with Section 2.04. Coiled pipe must be laid horizontally to allow all air to be expelled. 5. Swabbing, chlorination, and testing of the inside diameter of the pipe shall be accomplished by: a. Swab being inserted at the lowest end of the pipe. b. Calcium hypochlorite tablets or granules as described in Section 3.05 shall be placed behind the swab. c. Pressure tight end cap shall be mounted to the low end of the pipe either by fusing or mechanical assembly to the pipe. d. Potable water shall be introduced through this end cap at a controlled rate such that the swab is propelled at a velocity less than or equal to one foot per second. All air is to be dispelled from the pipe. e. Upon discharge of the swab from the elevated end of the pipe, the elevated end shall be capped with a pressure tight seal. This seal shall have a tapped access hole of size at least 1.25" NPT or incorporate the ability to leak (purge) air or water at will by adjustment of clamping bolts. Additional potable water should be added after capping to ensure that no air remains between the caps. f. Pressure testing of the pipe section should be performed per Section 3.06 upon placement of the second end cap. g. Chlorinated solution should be maintained in the pipe for a minimum of 24 hours prior to flushing when water temperature is above 41°F (5°C), 48 hours when water temperature is 41°F (5°C) or less. Time for retention of the chlorinated solution shall not be more than 48 hours so as to prevent damage to the pipe, fittings, or end caps. 10/2022 15075-7 Project #19356 h. After designated holding time, the pipe shall be drained, flushed, and filled with potable water so as to expel the highly chlorinated solution. This shall be accomplished within 24 hours of chlorinating the pipe. The spent chlorinated solution shall not be allowed to enter any watershed, sanitary sewer, or any other area where environmental damage may occur without neutralizing it in an industry accepted manner. Flushing water shall be from a source known to be of drinking water standard. i. Test samples shall be taken from each end of the pipe on consecutive days, at least 12 hours apart. Samples shall be tested by a state certified lab within 30 hours of being taken. j. Acceptable test results shall be in accordance with Chapter 62- 555.340 of the Florida Administrative Code. Failure of any sample to pass a bacteriological test shall result in the related section of pipe being re -flushed and retested. Should any sample again fail, the section must be chlorinated before retest. Contractor's log sheet shall be filled out with all pressure test results. k. Time before connection of a passing pipe section and services shall be limited to 14 days from the last sampling. After this time, the pipe must be retested to be acceptable for use. 1. Drain the section of pipe prior to pipe bursting. The pipe shall be drained on the day of the pipe bursting and sealed after draining and for the pipe bursting process. m. Swabs should be designated by the Manufacturer as suitable for potable water system use. Swabs are to be manufactured by Knapp Industries or be of equivalent design. 3.05 CHLORINATION SOLUTIONS A. Acceptable forms of chlorine include calcium hypochlorite conforming to ANSI/AWWA B300, preferably in 5 -gram tablets, alternately in granular form. Material must be stored per manufacturer's recommendations. B. Unacceptable forms of chlorine include calcium hypochlorite intended for swimming pool use. C. Calcium hypochlorite tablets shall be placed behind the swab in quantity based on pipe size and length per ANSI/AWWA C651-14 Standard for Disinfecting Water Mains. D. Calcium hypochlorite in granular form shall be placed behind the swab in quantity based on pipe size and length per ANSI/AWWA C651-14. E. Solutions acceptable for pipe chlorination shall be acceptable for disinfection of equipment, tools, end caps, pipe fittings, or product that may contact pipe. 10/2022 15075-8 Project #19356 F. Diluted chlorinated solutions over 7 calendar days old shall be disposed of properly and shall not be used as a disinfection agent. 3.06 HYDROSTATIC PRESSURE TESTING A. Maximum allowable test pressure as referenced by PPI TR-31 shall be the higher of 1.5 times the pipe rated operating pressure at the lowest point in the section under test, 1.5 times the operating pressure of the lowest rated pressure component such as valves or fittings, or 150 PSI. B. Air trapped in the product pipe must be purged before test. C. At the discretion of the Owner, the test method used may be either a Monitored Make-up Water Test or a Non -monitored Make-up Water Test. Either test shall be performed above ground without fittings prior to pipe bursting. If damage during bursting occurs to the product pipe that requires a fused joint repair, the Owner may require re -test, with or without fittings after bursting. Owner or Owner's representative shall be present for all hydrostatic pressure testing. D. Non -monitored Make-up Water Test shall be comprised of two stages: 1. Initial expansion and stabilization stage: The initial test pressure is applied, and the system is allowed to stand without make-up water during a 2 -to -3 - hour period. During this time, the pipe is allowed to expand and stabilize. 2. Test stage: After the stabilization is complete, the system is pumped back to test pressure and then reduced by 10 PSI. The pressure shall remain steady, not falling more than 5% from reduced pressure during a one -hour test period. 3. Total time allotted for test shall not exceed 8 hours. If successful test cannot be completed in this period, then the test section must be de -pressurized and allowed to relax for a minimum 8 hours before retesting. E. Final pressure test shall be comprised of two stages. This test shall be performed after product pipe is installed, all taps have been made, and all fittings have been installed, but prior to connection to the main or services: 1. Initial expansion and stabilization stage: The test section is pumped to main's pressure and the system is allowed to stand without make-up water during a 1/2 -hour period. During this time, the pipe is allowed to expand and stabilize. 2. Test stage: After stabilization is completed, the system is pumped back to main's pressure. All exposed taps shall be visually examined for leakage during the 15 -minute duration of the test. Allowable pressure drop during test period shall not exceed 5 PSI. No visible leaks are allowable. F. Contractor's log sheet shall be filled out with all pressure test results. 10/2022 15075-9 Project #19356 3.07 PIT LOCATION AND EXCAVATION A. Burst pit and insertion pit locations shall be placed such that excavations are minimized. This may be accomplished by placing either or both of these pits at the point of a service connection. B. Burst length shall be 400 feet (±50 feet) in length for the first 2 bursts. After soil pipe friction is evaluated, longer burst runs may be performed with approval from the Owner and the Engineer. C. All pits shall be shored to ensure worker safety per OSHA and other local regulations. D. All pits shall be secured and or covered when not active per OSHA and other local regulations to ensure public safety. E. Traffic control shall be accommodated by Contractor as per the Contract specifications. Safe traffic passage around pit excavations that are located in or adjacent to streets or highways shall meet requirements of City Right-of-way Department. Parking of related employee vehicles, trucks, and auxiliary equipment shall be such that congestion and traffic delays are minimized. Contractor shall submit an MOT plan for approval by the Owner of the property or roadway prior to beginning work. F. Utilities intersecting the host pipe shall be exposed using an excavation technique appropriate for the utility. This Utility Crossing Pit shall exist prior to commencement of bursting. Man entry shoring is not required however appropriate safety precautions should be made. 3.08 BURSTING MACHINE LOCATION AND SHORING A. Bursting machines of the static pull style require preparation and planning for the bursting pit that they are to operate from. B. Burst pits shall be shored in accordance with OSHA and other local regulations. C. Forward face of the Burst Pit, or the surface that the machine bears against while pulling back, shall be shored in workmanlike manner. This shoring shall maintain perpendicular burst machine alignment to the pipe during pullback. Any loss of perpendicular alignment during pull shall require stopping of the bursting process and improvement of the forward face shoring. D. Rearward shoring shall be provided to reach rod thrust forces during payout. While these forces are substantially lower than pullback forces, shoring must be used to stabilize the bursting machine so as to maintain perpendicular alignment of the machine during payout. The weight of the machine cannot be depended on to react to thrust forces. Host pipe at rear face of pit may only be utilized for rearward shoring if scheduled for replacement. E. Pipe face for Cast Iron, Ductile Iron, or PVC shall be cut off using a saw or similar device to produce a square face for the bursting machine forward face to bear 10/2022 15075-10 Project #19356 against. Final separation of cast iron pipe with a wedge may provide a clean face. Host pipe shall be removed in sufficient length to accommodate burst machine. F. Burst machine must be positioned so as to have rod centerline at approximate centerline of host pipe. G. Rod Box delivery and removal between temporary rod storage location and Burst Pit shall be accommodated with appropriate lifting equipment and techniques. Additionally, movement and or placement of lifting machine shall be included in Traffic Control plans. 3.09 ROD PAYOUT OPERATION A. Rod payout is the process of assembling a string of rods and pushing them in a step wise manner from Burst Pit, through the interior of the host pipe, to Insertion Pit. B. Lifting of rod boxes into or out of the Burst Pit shall be performed per OSHA or other applicable requirements with respect to equipment and method. C. Threads shall be cleaned of foreign matter before assembly. D. Counting of Rods during payout, or quantity of rods per box shall be monitored such that the operator is aware of the distance between the burst machine and the lead end of the rod string. E. Thrust force should be monitored by the operator. Should an unexpected sudden and significant increase in thrust force be experienced, the process shall be halted. The operator or Contractor shall review the results of Section 3.09E.1 with the Owner to remedy per Section 3.09E.2 in an attempt to determine if offsets, valves or other features or obstruction exist that may cause the rod string to leave the pipe. 1. Front end of the rod string should be located by distance from the Burst Pit. Location should be painted and compared to as built plans. 2. Appropriate action should be taken to remedy the cause. This action may include excavation of an additional pit at the obstruction to determine the cause, and removal or accommodation of the obstruction. The decision may be to continue thrusting if the obstruction is believed to be encrustation. F. Host pipe in the Insertion Pit shall be cut or broken prior to arrival of the rod string. Sufficient length shall be removed so as to allow the Burst Tooling to enter the host pipe and bend the product within the allowable radius specified by the pipe manufacturer. The second end of the host pipe in the Insertion Pit shall be positioned or worked so as not to damage the product pipe as it travels through the Insertion Pit. G. Workers shall not enter the Insertion Pit when the rod string is nearing the Pit. A Worker shall be in visual or radio contact with the burst machine operator so as to have the payout halted in a position that allows attachment of the Burst tooling. Burst tooling style shall be chosen based on anticipated properties of host pipe and host pipe repairs. 10/2022 15075-11 Project #19356 1. Cast Iron or Asbestos Concrete host pipe anticipated to be free of either Ductile Iron repair sections or Dresser Style Couplings may use a simple conical burst head with a single or double longitudinal blade. 2. Ductile Iron, PVC, or host pipe with Ductile Iron repair sections or Dresser Style Couplings require use of a rolling blade cutter (slitter) ahead of the conical expander. 3.10 TOOLING AND ATTACHMENT A. The Product Pipe shall be moved into position for attachment to the rod string. Appropriate traffic or pedestrian control will be exercised along the path of the Product Pipe. B. The lead and second rod shall be painted orange or yellow so as to give notice to the burst machine operator position of the Burst Tooling. C. Attachment of the Burst Tooling to the rod shall be through the use of a removable pin joint allowing the tooling to pivot at least 46 degrees to the rod axis. D. Burst head diameter must be a minimum of 15% over size to the outside diameter of the Product Pipe. Actual size is left to the discretion of the Contractor. A greater outside diameter allows for reduced pipe friction and increases bursting forces pushed and increases solid pipe placement. E. Attachment of the Product pipe to the Burst Tooling shall be with a swivel that permits rotation to relieve torsional (twist) stress on the Product pipe. F. Burst Head shall slide on the rod string such that the rear of the burst head overlaps the forward end of the Product Pipe to eliminate the chance of damage to the Product Pipe. 3.11 PULLBACK OPERATION A. Prior to commencement of pullback, there will be visual or radio contact between observers stationed adjacent to the Insertion Pit, the Burst Machine operator, and a Product Pipe Observer stationed strategically along the length of the product pipe to watch for product pipe entanglement with above ground obstructions. B. The Burst Machine operator will begin the pullback with the approval of the Insertion Pit Observer. Progress will be made at a slow rate until the Observer sees the Burst Tooling has completely entered the Host Pipe. C. Pipe progress will be monitored for the first 20 feet of pullback by the Insertion Pit Observer and the Product Pipe Observer. D. As the Burst Tooling nears any Utility Crossing Pit, an observer in radio or visual contact with the Burst Machine Operator will monitor and control movement of the Burst Tooling past the utility. 10/2022 15075-12 Project #19356 E. Should the forward shoring upon which the bursting machine bears yield sufficiently to bring the Bursting Machine out of square to the host pipe, the shoring will be reworked according to Section 3.08C. 3.12 TOOLING REMOVAL A. Burst Machine Operator shall note rod count and anticipate entry of painted rods into the Burst Pit. As the Pin Joint Connection nears the Burst Machine forward face, the burst is to be halted. Load on the forward face is relieved by reversing the rod direction slightly. B. The Burst Machine Shore Plate is to be removed, allowing the tooling to enter a cage or the hull of the Burst Machine. The tooling string will be disassembled and removed, in sections if necessary, until the Product Pipe face has been pulled beyond the face of the Burst Pit. The distance past the face of the Burst Pit shall be at the discretion of the Contractor anticipating the length required for connection and fusing. 3.13 PIT CONDITION PRIOR TO TAPS OR JOINING SYSTEM A. Maintaining sanitary conditions within the product pipe after pipe bursting must take high priority. Should any foreign matter, including ground water be allowed to enter the pipe interior, the condition of the pipe is no longer suitable for connection to the system. For this reason, connections may not be made in standing water. Such water must be pumped or bailed prior to making the connection or unsealing the pipe. Areas under connections should be excavated below the pipe invert. B. Before joining a surface and before any special surface preparation to accommodate that joining, external surfaces shall be clean and dry. Dust may be removed by wiping with clean, lint free cloth. Heavier deposits must be washed from the surface with soap and water and dried with a clean, lint free cloth. C. Incidental exposure of the interior of the pipe to any foreign matter shall require that one of the two following remedies be carried out: 1. Complete chlorination per AWWA specifications for buried pipe. 2. Localized contamination at the end of the pipe may be removed and the contaminated interior surface of the pipe wiped with a solution of 1% to 5% hypochlorite disinfecting solution. 3.14 SERVICE TAPS AND SERVICE LINES A. All existing service lines shall be replaced with new HDPE service tubing and must conform to AWWA C906. B. All existing service taps shall be replaced with new service taps and shall be electro- fusion type and/or mechanical saddles conforming to the Contract specifications. Construction of taps shall be per the manufacturer's recommendation. 10/2022 15075-13 Project #19356 C. 3 inch diameter PVC sleeves, Schedule 40, shall be installed for all long -side new services, extending 2 feet beyond the edge of pavement. Sleeves shall be installed via missile boring and at a depth of 36" below land surface. The new service tubing shall be installed inside of the sleeves. New service tubing shall be jetted under sidewalks wherever possible to avoid cutting sidewalks. If the main or the meter is within that 2 feet limit, the sleeve would be terminated one foot from the corporation valve and/or the meter box. 3.15 POST -CHLORINATION A. The section of main will be super -chlorinated to 300 ppm by inserting a swab at one end. The swab shall travel the entire length of the pipe section. 3.16 SERVICE REINSTATEMENT A. Prior to connection of the newly installed pipe, the section of pipe shall be fully flushed with the use of a de -chlorination unit and ascorbic acid to neutralize the residual chlorine. Following flushing, the newly installed section may be connected to the main at both ends and service reinstated. 3.17 BACKFILL AND SURFACE RESTORATION A. Backfill, lawn, asphalt, concrete, or other roadway surface restorations used to restore pits shall be per the Contract specifications. 3.18 DOCUMENT FINALIZATION A. Within 15 days of completion of the job, all records including manifests, marked up construction plans, or documents pertinent to describing the system as installed shall be provided to the Owner and to the Engineer. END OF SECTION 10/2022 15075-14 Project #19356 OPA-LOCKA 10/2022 SECTION 15080 HORIZONTAL DIRECTIONAL DRILLING PART 1 -GENERAL 1.01 SCOPE OF WORK A. The work specified in this section consists of furnishing and installing underground utilities using the horizontal directional drilling method of installation, also commonly referred to as directional boring or guided horizontal boring. This work shall include all services, equipment, materials, and labor for the complete and proper installation, testing, restoration of underground utilities and environmental protection and restoration. 1.02 RELATED SECTIONS A. Section 15060 - Piping and Fittings B. Section 15070 - Jacking and Boring C. Section 15075- Pipe Bursting using Pre -chlorinated Pipe 1.03 SUBMITTALS A. The Contractor shall furnish the Engineer of Record with five copies of his site surface and sub -surface (soil borings) examination data prior to starting work. The Engineer of Record and the governing authority will analyze this information in conjunction with the equipment and methods specified below to see if any changes are required. However, no changes will be permitted unless specifically authorized in writing by the Engineer of Record and the governing authority. B. Work Plan: Prior to beginning work, the Contractor must submit to the Engineer of Record a work plan detailing the procedure and schedule to be used to execute the project. The work plan should include a description of all equipment to be used, down -hole tools, a list of personnel and their qualifications and experience (including back-up personnel in the event that an individual is unavailable), list of subcontractors, a schedule of work activity, a safety plan (including MSDS of any potentially hazardous substances to be used), traffic control plan (if applicable), an environmental protection plan and contingency plans for possible problems. Work plan should be comprehensive, realistic and based on actual working conditions for this particular project. Plan should document the thoughtful planning required to successfully complete the project. C. Equipment: Contractor shall submit specifications on directional drilling equipment. Equipment shall include but not be limited to: drilling rig, mud system, mud motors (if applicable), down - hole tools, guidance system, rig safety systems. Calibration records for guidance equipment shall be included. Specifications for any drilling fluid additives that Contractor intends to use or might use shall be submitted. D. Material: Specifications on material to be used shall be submitted to Engineer of Record. Material shall include the pipe, fittings and any other item which is to be an installed component of the project. 15080 - 1 Project #19356 OPA-LOCKA 10/2022 E. The Contractor shall furnish the Engineer of Record with copies of his site surface and sub- surface (soil borings) examination data prior to starting work. The Engineer of Record will analyze this information in conjunction with the equipment and methods specified below to see if any changes are required. However, no changes will be permitted unless specifically authorized in writing by the Engineer of Record. F. The Contractor shall perform directional drilling in accordance with an approved drilling method. The drilling method and sequencing of the drill shall be submitted by the Contractor at the scheduled pre -construction meeting. The Contractor shall also submit, for approval, the proposed layout drawing, drilling method, along with his proposed crossing(s) configuration, including entry and exit angles, radius of curvature, and entry and exit points. 1.04 QUALITY ASSURANCE A. All work performed within the right-of-ways of Florida Department of Transportation (FDOT), South Florida Water Management District, railroad company or other governing agencies' right-of-ways shall comply with all requirements and conditions of the governing authority, permit requirements and all requirements and conditions of these specifications. B. The requirements set forth in this document specify a wide range of procedural precautions necessary to insure that the very basic, essential aspects of a proper directional bore installation are adequately controlled. Strict adherence shall be required under specifically covered conditions outlined in this specification. Adherence to the specifications contained herein, or the Engineer of Record's approval of any aspect of any directional bore operation covered by this specification, shall in no way relieve the Contractor of their ultimate responsibility for the satisfactory completion of the work authorized under the project. C. The Contractor shall haul, string, weld, coat field joints and hydrostatically test the pipeline sections. X-ray services shall be provided for all welds. The Contractor shall provide adequate security and shall be responsible for the integrity of the pipe section until after the pullback and final test of the pipeline. D. The Contractor shall assume all responsibilities for its permittee while complying with all FDOT; railroad company, where applicable, and governing authority requirements having jurisdiction over their work. The OWNER reserves the right to enforce any and all requirements. PART 2- PRODUCTS 2.01 GENERAL EQUIPMENT A. The directional drilling equipment shall consist of a directional drilling rig of sufficient capacity to perform the bore and pullback the pipe, a drilling fluid mixing, delivery and recovery system of sufficient capacity to successfully complete the crossing, a drilling fluid recycling system to remove solids from the drilling fluid so that the fluid can be re -used, a guidance system to accurately guide boring operations, a vacuum truck of sufficient capacity to handle the drilling fluid volume, trained and competent personnel to operate the system. All equipment shall be in good, safe operating condition with sufficient supplies, materials and spare parts on hand 15080 - 2 Project #19356 OPA-LOCKA 10/2022 to maintain the system in good working order for the duration of this project. 2.02 DRILLING SYSTEM A. Drilling Rig: The directional drilling machine shall consist of a hydraulically powered system to rotate, push and pull hollow drill pipe into the ground at a variable angle while delivering a pressurized fluid mixture to a guidable drill (bore) head. The machine shall be anchored to the ground to withstand the pulling, pushing and rotating pressure required to complete the crossing. The hydraulic power system shall be self-contained with sufficient pressure and volume to power drilling operations. Hydraulic system shall be free of leaks. Rig shall have a system to monitor and record maximum pull -back pressure during pull -back operations. The rig shall be grounded during drilling and pull -back operations. There shall be a system to detect electrical current from the drill string and an audible alarm which automatically sounds when an electrical current is detected. B. Drill Head: The drill head shall be steerable by changing it's rotation and shall provide the necessary cuffing surfaces and drilling fluid jets. C. Mud Motors (if required): Mud motors shall be of adequate power to turn the required drilling tools. D. Drill Pipe: Shall be constructed of high quality 4130 seamless tubing, grade D or better, with threaded box and pins. Tool joints should be hardened to 32-36 RC. 2.03 GUIDANCE SYSTEM A. A Magnetic Guidance System (MGS) or proven gyroscopic system shall be used to provide a continuous and accurate determination of the location of the drill head during the drilling operation. The guidance shall be capable of tracking at all depths up to one hundred feet and in any soil condition, including hard rock. It shall enable the driller to guide the drill head by providing immediate information on the tool face, azimuth (horizontal direction), and inclination (vertical direction). The guidance system shall be accurate to ± 2 percent of the vertical depth of the borehole at sensing position at depths up to one hundred feet and accurate within 1.5 meters horizontally. B. The Guidance System shall be of a proven type and shall be operated by personnel trained and experienced with this system. The Operator shall be aware of any magnetic anomalies on the surface of the drill path and shall consider such influences in the operation of the guidance system if using a magnetic system. 2.04 DRILLING FLUID (MUD) SYSTEM A. Mixing System: A self-contained, closed, drilling fluid mixing system shall be of sufficient size to mix and deliver drilling fluid. Mixing system shall continually agitate the drilling fluid during drilling operations. B. Drilling Fluids: Drilling fluid shall be composed of clean water and appropriate clay additives. Water shall be from an authorized source with a pH of 8.5 - 10. Water of a lower pH or with excessive calcium shall be treated with the appropriate amount of sodium carbonate or equal. 15080 - 3 Project #19356 OPA-LOCKA 10/2022 The water and additives shall be mixed thoroughly and be absent of any clumps or clods. No potentially hazardous material may be used in drilling fluid. C. Delivery System: The mud pumping system shall have adequate capacity of required throughout the project and be capable of delivering the drilling fluid at a constant pressure. The delivery system shall have filters in -line to prevent solids from being pumped into the drill pipe. Connections between the pump and drill pipe shall be relatively leak -free. Used drilling fluid and drilling fluid spilled during drilling operations shall be contained and conveyed to the drilling fluid recycling system. A berm, minimum of 12 inches high, shall be maintained around drill rigs, drilling fluid mixing system, entry and exit pits and drilling fluid recycling system to prevent spills into the surrounding environment. Pumps and or vacuum truck(s) of sufficient size shall be in place to convey excess drilling fluid from containment areas to storage and recycling facilities. D. Drilling Fluid Recycling System: The drilling fluid recycling system shall separate sand, dirt and other solids from the drilling fluid to render the drilling fluid re -usable. Spoils separated from the drilling fluid shall be stockpiled for later use or disposal. 2.05 OTHER EQUIPMENT A. Pipe Rollers: Pipe rollers shall be of sufficient size to fully support the weight of the pipe while being hydro -tested and during pull -back operations. Sufficient number of rollers shall used to prevent excess sagging of pipe. B. Pipe Rammers: Hydraulic or pneumatic pipe rammers may only be used if necessary and with the authorization of Engineer. C. Restrictions: Other devices or utility placement systems for providing horizontal thrust other than those previously defined in the preceding sections shall not be used unless approved by the Engineer prior to commencement of the work. Consideration for approval will be made on an individual basis for each specified location. The proposed device or system will be evaluated prior to approval or rejection on its potential ability to complete the utility placement satisfactorily without undue stoppage and to maintain line and grade within the tolerances prescribed by the particular conditions of the project. 2.06 PIPE AND FITTINGS - HIGH DENSITY POLYETHYLENE (HDPE) A. High density polyethylene (HDPE) pipe used in directional drilling shall be as specified herein. B. Smooth wall high density polyethylene (HDPE) liner pipe shall be a Type III, Class C, Category 5, Grade P 34; PE 3408; as defined in ASTM D1248. Minimum cell classification, as given by ASTM 3350, shall be PE 335434C. Pipe shall meet the standards of ASTM F714, as modified herein, including the "Governmental/Military Procurement" sections. Minimum hydrostatic design basis shall be 1600 psi. In all cases, hydrostatic design basis and pressure rating shall be as determined using the methods of ASTM F714. Pipe of this type shall be butt -fusion welded at joints. All welding of joints shall be in strict conformity with the recommendations of the pipe manufacturer and performed by a firm or individual recommended in writing by the manufacturer. C. As a part of the shop drawing submittals, the Contractor shall furnish, sign by a Florida 15080 - 4 Project #19356 OPA-LOCKA 10/2022 Registered Engineer, all calculations to determined, the pipe thickness, SDR rating, allowable stresses, in accordance with ASME B31.8, Table A842.22 and recommended coating, as required by the manufacturer. PART 3 - EXECUTION 3.01 GENERAL f A. The installation shall be coordinated with the railroad companies, FDOT, municipality in which the job is to be performed, Florida Department of Transportation (FDOT), Florida Department of Environmental Protection (FDEP), Dade County Department of Environmental Resources Management (DERM), Army Corps of Engineers or agency having jurisdiction over the work. The Contractor shall not begin work until he has received permission from the OWNER and the governing authority to do so. In the event railroad companies, FDOT or governing agency require payment for any services rendered, including services required due to around -the -clock construction, the costs shall be borne by the Contractor. B. The Contractor shall obtain all necessary permits required for around -the clock operation from the various agencies having jurisdiction over the work area, if he intends to schedule work as such. Additionally, the Contractor shall furnish and install temporary noise barriers as required to comply with noise ordinances of the various agencies having jurisdiction over the work area. 3.02 PERSONNEL REQUIREMENTS A. All personnel shall be fully trained in their respective duties as part of the directional drilling crew and in safety. Each person must have at least 3 years directional drilling experience. A responsible representative who is thoroughly familiar with the equipment and type work to be performed, must be in direct charge and control of the operation at all times. In all cases the supervisor must be continually present at the job site during the actual Directional Bore operation. The Contractor shall have a sufficient number of competent workers on the job at all times to insure the Directional Bore is made in a timely and satisfactory manner. 3.03 DRILLING PROCEDURE A. Site Preparation: Prior to any alterations to work -site, Contractor shall photograph or video tape entire work area, including entry and exit points. One copy of which shall be given to Engineer of Record and one copy to remain with shall for a period of one year following the completion of the project. 1. Work site as indicated on drawings, within right-of-way, shall be graded or filled to provide a level working area. No alterations beyond what is required for operations are to be made. Contractor shall confine all activities to designated work areas. B. Drill Path Survey: Entire drill path shall be accurately surveyed with entry and exit stakes placed in the appropriate locations within the areas indicated on drawings. If Contractor is using a magnetic guidance system, drill path shall be surveyed for any surface magnetic variations or anomalies. 15080 - 5 Project #19356 OPA-LOCKA 10/2022 C. Environmental Protection: Contractor shall place silt fence between all drilling operations and any drainage, wetland, waterway or other area designated for such protection by contract documents, state, federal and local regulations. Additional environmental protection necessary to contain any hydraulic or drilling fluid spills shall be put in place, including berms, liners, turbidity curtains and other measures. Contractor shall adhere to all applicable environmental regulations. Fuel may not be stored in bulk containers within 200 feet of any water -body or wetland. D. Safety: Contractor shall adhere to all applicable state, federal and local safety regulations and all operations shall be conducted in a safe manner. Safety meetings shall be conducted at least weekly with a written record of attendance and topic submitted to Engineer of Record. E. Pipe: Pipe shall be welded/fused together in one length, if space permits, with welds X-rayed prior to being placed in bore hole. Pipe shall be placed on pipe rollers before pulling into bore hole with rollers spaced close enough to prevent excessive sagging of pipe. F. Pilot Hole: Pilot hole shall be drilled on bore path with no deviations greater than 5 percent of depth over a length of 100 feet. In the event that pilot does deviate from bore path more than 5 percent of depth in 100 feet, Contractor shall notify Engineer and Engineer may require Contractor to pull -back and re -drill from the location along bore path before the deviation. 1. In the event that a drilling fluid fracture, inadvertent returns or returns loss occurs during pilot hole drilling operations, Contractor shall cease drilling, wait at least 30 minutes, inject a quantity of drilling fluid with a viscosity exceeding 120 seconds as measured by a March funnel and then wait another 30 minutes. If mud fracture or returns loss continues, Contractor shall cease operations and notify Engineer. Engineer and Contractor will discuss additional options and work will then proceed accordingly. G. Reaming: Upon successful completion of pilot hole, Contractor shall ream bore hole to a minimum of 25% greater than outside diameter of pipe using the appropriate tools. Contractor shall not attempt to ream at one time more than the drilling equipment and mud system are designed to safely handle. H. Pull -Back: After successfully reaming bore hole to the required diameter, Contractor shall pull the pipe through the bore hole. In front of the pipe will be a swivel and reamer to compact bore hole walls. Once pull -back operations have commenced, operations must continue without interruption until pipe is completely pulled into bore hole. During pull -back operations Contractor shall not apply more than the maximum safe pipe pull pressure at any time. 1. In the event that pipe becomes stuck, Contractor shall cease pulling operations to allow any potential hydro -lock to subside and shall commence pulling operations. If pipe remains stuck, Contractor shall notify Engineer of Record. The Engineer of Record and Contractor will discuss options and then work will proceed accordingly. 2. The bore pipe will be pulled back in one continuous section and the Contractor must utilize a swivel to minimize the rotation of the product pipe during pull back. The Engineer of Record shall have access at all times to any measuring or gauging devices used for horizontal drill as well as any drilling logs maintained by the Contractor. 3.04 DAMAGED OR IMPROPERLY INSTALLED PIPE 15080 - 6 Project #19356 OPA-LOCKA 10/2022 A. If the pipe or protective coating is damaged before installation or does not meet the specifications it shall be replaced at no expense to the Owner. If the pipe is damaged during installation by the Contractor's operations, is placed at the improper grade or line or cannot be advanced because of an unseen obstruction or any other reason, it shall be abandoned in place, and filled with concrete. After abandoning a pipe, an alternate installation shall be made, as directed by the Engineer of Record. With the exception of pipe that has to be abandoned in place due to unseen obstructions, the cost for abandonment of pipe shall be at the expense of the Contractor. No additional payment shall be made for the pipe which is abandoned, including dewatering, excavation, drilling etc. 3.05 PIPE TESTING A. The Contractor will hydrostatically test the pipe after pullback to ensure its integrity, according to testing specifications. A calibrated pressure recorder shall be used to record the pressure during the test period. This record shall be presented to the Engineer of Record and made available to the OWNER. The Contractor will supply portable mud tanks or construct temporary mud pits to contain excess drill fluids during construction. Upon completion of the work, the Contractor shall legally dispose of any drill cuttings and excess drill fluids in accordance with DERM regulations. The Contractor shall provide as -built drawings reflecting actual installation. 3.06 SITE RESTORATION A. Following drilling operations, Contractor shall de -mobilize equipment and restore the work -site to original condition. All excavations shall be backfilled and compacted to 95% of original density. Landscaping shall be subcontracted to a local professional landscaping company. B. In the event that the Contractor must abandon a drill hole before completion of the crossing, the Contractor will seal the bore hole and redrill the crossing at no additional cost to the OWNER. C. In the event that the pipeline becomes lodged and cannot be pulled out of the drilled hole during the installation, the Contractor shall seal the pipe and existing hole. The Contractor shall redrill a pilot hole and again commence the pulling of the pipeline. Cost of the pipe and its welding to replace the portion of the pipe not retrieved shall be borne by the Contractor. 3.07 RECORD KEEPING, AS-BUILTS Contractor shall maintain a daily project log of drilling operations and a guidance system log with a copy given to Engineer of Record at completion of project. The Contractor shall provide as -built drawings of the completed operation and certified as to accuracy by the Contractor. END OF SECTION 15080 - 7 Project #19356 OPA-LOCKA 10/2022 15080 - 8 Project #19356 OPA-LOCKA 10/2022 SECTION 15100 VALVES, GENERAL PART 1 - GENERAL 1.01 SCOPE A. The Contractor shall provide all tools, supplies, materials, equipment, and labor necessary for furnishing, installing, adjusting, and testing of all valves and appurtenant work, complete and operable. For buried valves, the Contractor shall furnish and install valve boxes to grade, with covers, extensions, and position indicators. B. The provisions of this Section shall apply to all valves and valve operators called out in the various Sections of these Specifications except where otherwise specified. Valves and operators in particular locations may require a combination of units, sensors, limit switches, and controls specified in other sections of these Specifications. C. All valves specified herein shall be furnished with an affidavit from the manufacturer(s) certifying that the valves furnished comply with the applicable provisions of the AWWA specifications, as modified herein. That they were factory tested in accordance with the AWWA Standard Leakage and Hydrostatic Tests as modified herein, with a certified test report furnished to the OWNER for each valve. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Piping, General B. Painting C. Equipment General Provisions D. Electrical E. Valve (by type) Specification Sections 1.03 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Codes: All codes, as referenced herein, are specified in Section entitled "Reference Standards." As used herein, "ANSI" denotes the American National Standards Institute; "AWWA", the American Water Works Association; and "ASTM", the American Society for Testing and Materials. B. Commercial Standards: ANSI B16.1 Cast Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250, and 800. 15100 - 1 Project #19356 OPA-LOCKA 10/2022 ANSI B16.5 Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and Other Special Alloys. ANSI/ASME 81.20.1 General Purpose Pipe Threads (Inch). ANSI/ASME B31.1 Power Piping. ASTM A 36 Specification for Structural Steel. ASTM A 48 Specification for Gray Iron Castings. ASTM A 126 Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings. ASTM A 536 Specification for Ductile Iron Castings. ASTM B 61 Specification for Steam or Valve Bronze Castings. ASTM B 62 Specification for Composition Bronze or Ounce Metal Castings. ASTM B 148 Specification for Aluminum -Bronze Castings. ASTM B 584 Specification for Copper Alloy Sand Castings for General Applications. ANSI/AWWA C500 Gate Valves for Water and Sewerage Systems. AWWA C550 Protective Interior Coatings for Valves and Hydrants. 1.04 MANUFACTURER All valves shall be the product of domestic manufacturing firms which have been engaged in the production of valves for not less than five (5) years. 1.05 QUALITY ASSURANCE A. Valve Testing: The Contractor is advised that he is required to furnish all labor, materials and equipment necessary to pressure test each valve furnished by himself or the OWNER, bi- directionally, prior to installation, to the satisfaction of the Engineer of Record. If the valves are available, the tests shall be performed prior to the start of construction. Otherwise, the tests shall be performed as soon as the valves are available to afford the maximum time for any corrective work required. The Contractor shall include all costs for this requirement under the appropriate Proposal Item(s), no other compensation will be provided. B. Bronze Parts: Unless otherwise specified, all interior bronze parts of valves shall conform to the requirements of ASTM B 62. C. Provide valves that have the manufacturer's name and valve rating cast in body. 15100 - 2 Project #19356 OPA-LOCKA 10/2022 1.06 SUBMITTALS A. Shop Drawing: Shop drawings of all valves and operators including associated wiring diagrams and electrical data. B. Approved Drawings: The Engineer of Record's drawings, which constitute an integral part of this Contract, indicate the general layout of the complete system. Field verification of scale dimensions on plans is directed since actual locations, distances and levels will be governed by actual field conditions. The Contractor shall also review architectural, structural, and mechanical plans and shall adjust his work to conform to all conditions indicated thereon. Discrepancies shown on different plans, or between plans and actual field conditions, or between plans and specifications, shall promptly be brought to the attention of the Engineer of Record, for a decision. All items not specifically mentioned in the specifications or noted on the drawings, but which can be reasonably assumed as necessary to make a complete working installation shall be included. PART 2- PRODUCTS 2.01 VALVES A. General: The Contractor shall furnish all valves, gates, valve operating units, stem extensions, operators and other accessories as shown or specified. All valves and gates shall be new and of current manufacture. All non -buried valves, 6 -inch and larger, shall have operators with position indicators. Where buried, these valves shall be provided with valve boxes, covers and valve extensions. Valves mounted higher than 6 -feet above working level shall be provided with chain operators. All valves shall have a minimum design pressure rating of 150 psi unless otherwise specified elsewhere herein. B. Cast iron parts of valves shall meet the requirements of ASTM A126, "Standard Specifications for Gray Iron Castings for Valves, Flanges and Pipe Fittings, Class 'B'." Flanged ends shall be flat -faced and have bolt circle and bolt patterns conforming to ANSI B16.1 Class 125. C. All castings shall be clean and sound, without defects of any kind and no plugging, welding or repairing of defects will be permitted. All bolt heads and nuts shall be hexagonal conforming to ANSI B18.2. Gaskets shall be full -face and made of synthetic elastomers in conformance with ANSI B16.21 suitable for the service characteristics, especially chemical compatibility and temperature. Non-ferrous alloys of various types shall be used for parts of valves as specified. Where no definite specification is given, the material shall be the recognized acceptable standard for that particular application. D. All buried valves shall be provided with cast-iron valve boxes unless otherwise indicated. The boxes shall conform with OWNER Standards and be installed perpendicularly, centered around and covering the upper portions of the valve operator. The top of each valve box shall be placed flush with finish grade unless otherwise indicated on the Drawings. Valve boxes shall be as specified elsewhere in this Section. 15100 - 3 Project #19356 OPA-LOCKA 10/2022 E. All buried valves and other valves located below a concrete operating deck or level, specified or noted to be key operated, shall have an operator to finish grade or deck level, non -rising stem, a 2 -inch square AWWA nut with skirt, and cover or box and cover, as may be required. F. Valve Flanges: The flanges of valves shall be in accordance with Section 15060, "Piping and Fittings." G. Gate Valve Stems: Gate valve stems shall be of bronze in accordance with AWWA C515, containing not more than 5 percent of zinc nor more than 2 percent of aluminum. H. Protective Coating: Except where otherwise specified, ferrous surfaces, exclusive of stainless steel surfaces, in the fluid passages of all valves 4 -inch and larger shall receive an epoxy coating in accordance with AWWA C550. Flange faces of valves shall not be epoxy coated. The valve manufacturer, shall certify in writing that such coating has been applied and tested in the manufacturing plant prior to shipment, in accordance with these Specifications. Exterior coating shall be asphalt varnish conforming to Federal Specification TT -C -494A. I. Valve Labeling: A label shall be provided on all shut-off valves exclusive of hose bibs and chlorine cylinder valves. The label shall be of 1/16 -inch brass or stainless steel, minimum 2 inches by 4 inches in size, and shall be permanently attached to the valve or on the wall adjacent to the valve or as indicated by the OWNER. 2.02 VALVE OPERATORS A. General 1. All butterfly valves, plug valves over 8 -inch size and gate valves installed horizontally shall be furnished with geared operators, provided by the manufacturer. All valves of a particular size and pressure rating by a given manufacturer shall be supplied with the same operator. No variation will be permitted during the contract. All valve operators, regardless of type, shall be installed, adjusted, and tested by the valve manufacturer at the manufacturing plant. Operator orientation shall be verified with the OWNER prior to fabrication. If this requirement is not met, changes to orientation shall be made at no cost to the OWNER. 2. All operators shall turn counter -clockwise to open. Operators shall have the open direction clearly and permanently marked. Field adjustment and testing of the operators and valves to ensure proper installation and operation shall be the responsibility of the Contractor. B. Manual Operators 1. All manual operators shall be equipped with AWWA square nuts, handwheels or chain drives as appropriate. Some small (6 -inch or less) valves may be lever operated if so specified elsewhere herein. Where buried, the valves shall have extensions with square nuts or floor stands as indicated on the Drawings. Valves mounted higher than 6 feet above floor or operating level shall have chain operators with chain terminating 4 feet above operating level. 15100 - 4 Project #19356 OPA-LOCKA 10/2022 2. Operation of valves and gates shall be designed so that the effort required to operate the handwheel, lever or chain shall not exceed 40 pounds applied at the extremity of the wheel or lever. The handwheels on valves 14 inches and smaller shall not be less than 8 inches in diameter, and on valves larger than 14 inches the handwheel shall not be less than 12 inches in diameter. 3. Chainwheel operator shall be fabricated of malleable iron with pocketed type chainwheels with chain guards and guides. Chainwheel operators shall be marked with an arrow and the word "open" indicating direction to open. The operators shall have galvanized smooth welded link type chain. Chain that is crimped or has links with exposed ends is not acceptable. 2.03 TORQUE LIMITING DEVICE Each butterfly valve shall be provided with a torque limiting device designed to protect the actuator and valve parts. The device shall consist of an overtorque protection mechanism enclosed in a hermetically sealed cast iron housing. The mechanism shall be permanently lubricated and factory set to trip between 200 and 220 ft. lbs. of applied torque. The housing shall have integrally cast, 2 -inch AWWA operating nut and matching socket to operate and to fit over the actuator or extension shaft nuts, respectively. The socket shall be provided with a set screw to fit the device. The direction of rotation shall be permanently shown with word and arrow next to the operating nut. The entire device shall be coated inside and out with a 2 -part epoxy. The torque limiting device shall be as manufactured by Annspach Controls Company of St. Louis, Missouri, or approved equal. 2.04 FLOOR STANDS Floor stands shall be cast iron, non -rising stem type with lockable hand wheel operator, valve position indicator and stainless steel or bronze extension stem. Hand wheel shall be lockable in the full open and full closed positions. The floor stand shall be furnished with an armored padlock and six keys. Lock shall be as manufactured by Master, Schlage or equal. Floor stand shall be standard pattern type as manufactured by Clow Corporation, or equal. 2.05 VALVE BOXES Cast iron valve boxes shall be provided for all valves installed underground. All valves boxes shall be No. 2 or 3 (for water) and No. 52 or 53 (for sewer) in accordance with the Standards. PART 3 - EXECUTION 3.01 INSTALLATION A. General: All work shall be performed by skilled workmen experienced in similar installations. All valves shall be adequately supported by clamps, brackets, straps, concrete supports or other devices as shown or specified. All supports shall be secured to structures by approved inserts or expansion shields and bolts. 15100 - 5 Project #19356 OPA-LOCKA 10/2022 B. All valves shall be thoroughly cleaned internally before being installed. Installation of valves shall be done in accordance with construction methods specified in "Pipes and Fittings" Section of these Specifications. C. Install valves as recommended by manufacturer. D. Install valves so that they are easily accessible for operation, visual inspection and preventive maintenance. E. Location of valves and chain operators: Install valves so as to be accessible for operation and free from interferences when operated. Position so that leakage will not contact any electrical equipment that may be located below. F. The installation of all underground valves shall include a valve box and riser in accordance with the Details shown on the Plans or in the Standard Details for the various sizes and types of valves to be installed. Riser pipes and valve boxes shall be carefully centered and set flush with the finished grade if in paving, or with the top of the ground if out of paved areas. All valve boxes shall be held in position with concrete as shown on the Plans or in the Standard Details. G. Upon completion of the Project, but prior to final acceptance, the Contractor in the presence of the Engineer, shall fully open each valve installed by him, except at connections to existing OWNER mains. For valves 16 -inch and larger, the Contractor, shall count the number of turns required to operate each valve from a completely closed to a fully opened position, and shall paint the number on the bottom of the valve box lid or manhole cover. Valves at connections to existing OWNER mains shall only be operated by OWNER forces. END OF SECTION 15100 - 6 Project #19356 OPA-LOCKA 10/2022 SECTION 15102 TAPPING SLEEVES AND TAPPING VALVES PART 1 GENERAL 1.01 SCOPE A. The Contractor shall furnish and install tapping sleeves and tapping valves, as shown on the Plans and/or as specified herein. All items not specifically mentioned in these specifications or noted on the Drawings, but which can be reasonably inferred as necessary to make a complete working installation, shall be included. B. Tapping sleeves, where shown on the Plans, shall fit the existing pipe to be tapped and the Contractor shall determine the outside diameter and type of pipe before ordering the sleeve. Field verification of dimensions is directed since actual locations, distances and levels will be governed by actual conditions. The Contractor shall adjust his work to conform to said field conditions. C. The Contractor is responsible for having the work properly scheduled, location excavated in accordance with Trench Safety requirements, pipe restrained, excavation dewatered and all conditions ready for the tap to be made. 1.02 RELATED WORK SPECIFIED ELSEWHERE Section 15100 "Valves, General" Section 15120 "Gate Valves" 1.03 MANUFACTURE A. All valves shall be the products of domestic manufacturing firms which have been regularly engaged in the production of valves for at least 5 years. All valves specified herein shall be tested at the factory in accordance with the AWWA Standard Leakage and Hydrostatic Test as modified herein and a certified test report shall be furnished for each valve upon request. 1.04 SUBMITTALS A. Shop Drawings: Submit shop drawings for all tapping sleeves and valves not on Pre -Approved products List. B. Complete technical data and information on tapping sleeves for pipe other than cast iron shall be submitted to the OWNER for approval on an individual basis. PART 2 PRODUCTS 2.01 TAPPING SLEEVES A. Tapping saddles approved for use by the MDWASD/OWNER are shown on Sheet 6.0 Tapping 15102 - 1 Project #19356 OPA-LOCKA 10/2022 Sleeves of the Pre -Approved Product List. B. Tapping sleeves with MJ outlets to connect MJ gate valves shall be constructed of 316 stainless steel. This shall apply to both water and sewer applications unless otherwise approved by the OWNER. These units shall be manufactured of AISI Type 316 stainless steel passivated after welding or Type 316L. Threaded fasteners shall be Type 316 and gasketing shall be Neoprene, EPDM, or Nitrile for sanitary sewer use and SBR for potable water. A standard resilient -seated gate valve shall be attached to the MJ outlet of the sleeve. C. Cast Iron tapping sleeves shall be designed to withstand a working pressure of at least 150 psi. Cast iron tapping sleeves shall be used with a flanged tapping valve. D. Full size taps (8 -inch tap on an existing 8 -inch main, 12 -inch tap on an existing 12 -inch, etc) main shall be made with a 316 stainless steel tapping MJ outlet sleeve. The inside diameter of the mechanical joint outlet fitting and branch shall be larger in diameter than nominal to allow the use of a full-size cutter. E. Tapping saddles for concrete pipe sewer mains 42 -inches and larger may use a fusion bonded epoxy carbon steel saddle with 316 stainless steel straps. Large diameter saddles shall be individually approved by the OWNER on a case by case basis. F. Each mechanical joint on the tapping sleeve shall be furnished complete with tee -head bolts and nuts complying with ANSI/AWWA C111/A21.11 "Rubber -Gasket Joints for Ductile -Iron and Gray -Iron Pressure Pipe and Fittings" (latest edition). Tee -head bolts and hex nuts shall be of high strength cast iron. Bolts and nuts to join the two halves of the sleeve together shall be standard carbon steel, hex, or tee -head bolts and nuts which have been galvanized. G. The tapping sleeves, including outlet flanges shall be as dimensioned and thicknesses shall be as required by AWWA/ANSI C110/A21.10. The tapping sleeves shall be mechanical joint ended, on the run, and shall have a connecting flange outlet, with centering groove (for all valves size 12 -inch and below and for valves above 12 -inch if available from the manufacturer), for connecting to the tapping valve. For tapping sleeves with outlets 12 inches and smaller, the connecting flange joint between the tapping sleeve and the tapping valve shall be in compliance with all applicable provisions of MSS Standard Practice SP60, latest revision, as developed and approved by the Manufacturers Standardization Society of the Valve and Fittings Industry, 127 Park Street N.E. Vienna, VA. 22180. For tapping sleeves with outlets larger than 12 inches, the connecting flange must provide a matching fit with tapping valves by other manufacturers. H. Each tapping sleeve shall be furnished complete with all necessary split end gaskets, longitudinal gaskets and two-piece (split) steel glands (follower glands held in place by set screws not acceptable). Gasket shall be shipped separately in suitable protective containers. Material for split end gaskets shall conform to ANSI/AWWA Standard CI 11/A21.11. Material for longitudinal gaskets shall be rubber conforming to ANSI/AWWA Standard C111/A21.11. I. Each tapping sleeve shall be furnished complete with all necessary split end gaskets, longitudinal gaskets and two-piece (split) steel glands (follower glands held in place by set 15102 - 2 Project #19356 OPA-LOCKA 10/2022 screws not acceptable). Gasket shall be shipped separately in suitable protective containers. Material for split end gaskets shall conform to ANSI/AWWA Standard C111/A21.11. Material for longitudinal gaskets shall be rubber conforming to ANSI/AWWA Standard C111/A21.11. J. The sleeves shall be suitable for use with ductile iron pipe conforming to ANSI/AWWA Standard C151/A21.51, "Ductile -Iron Pipe, Centrifugally Cast in Metal Molds or Sand -Lined Molds, for Water or Other Liquids", with wall thickness and outside diameter as specified in Table 51.4 and 51.5. The sleeves shall also be suitable for use with other cast iron pipe with differing outside diameters and other types of pipe where required. K. Each tapping sleeve shall be Factory Hydrostatically tested on pipe to verify proper fit and weld integrity with zero leakage. 2.02 TAPPING VALVE A. Resilient -seated tapping valves shall have a mechanical joint outlet end conforming to ANSI/AWWA Standard C111/A21.11-00, "Rubber Gasket Joints of Ductile -iron and Gray -Iron Pressure Pipe and Fittings," for connection to new piping and a flange inlet with centering ring, for connecting to the tapping sleeve. B. The tapping valves shall conform to the requirements listed for gate valves, including bypass valve when applicable, shall be furnished complete with all joint materials. Joint materials for the flanged inlet shall be ANSI -sized and approved and shall include a 1/8 -inch thick full-faced neoprene gasket, and hot dipped galvanized carbon steel bolts and nuts with internal threads tapped or retapped after galvanizing. The flange inlet gaskets shall conform to the gasket material and property requirements set forth in ANSI/AWWA Standard C111/A21.11-00. All gaskets and seals shall be neoprene, Buna-N, or approved equal, but not natural rubber. The mechanical joint outlets shall include the necessary joint materials conforming to the requirements of joint materials for mechanical joint ended gate vales as specified in Section 5.07.3 "Valves - Resilient Seated Gate Valves." Bolt holes in the flanges of the mechanical joint shall be equally spaced and shall straddle the vertical centerline. Gaskets shall be shipped separately in suitable protective containers. Resilient -seated tapping valves shall be as manufactured by U.S. Pipe and Foundry Co., American Flow Control, Mueller, or approved equal. PART 3 EXECUTION 3.01 GENERAL A. Taps 20 -inches and smaller for water mains will be made by OWNER forces or by Contractor when directed by the OWNER. Taps of any size into concrete mains shall be done by a tapping specialist with credentials acceptable to the OWNER. B. Taps of any size into concrete or PCCP water mains shall be made by a tapping specialist with credentials acceptable to the OWNER. 15102 - 3 Project #19356 OPA-LOCKA 10/2022 C. Tap of any size to sewage force mains shall be made by a tapping specialist with credentials acceptable to the OWNER. D. The tapping specialist shall be from any of the following: a. EA Tapping Services b. Hydra -Stop, a division of ADS LLC. c. Rangeline Tapping Service, Inc. d. T.D.W. Services Inc. e. or approval equal E. The Contractor shall notify the Engineer at least seven days in advance of when he will be ready to make the connection and shall have the tapping valve installed on the existing main with the new equipment satisfactory pressure tested and sufficient excavated work areas prepared for the OWNER forces when they arrive to make the tap. F. The Contractor shall furnish and install a mechanical joint plug on the free end of the tapping valve, and shall pressure test the tapping sleeve and valve after installation on the main, but prior to tapping operations. No leakage will be permitted at any joint in either the tapping sleeve or tapping valve. The tapping sleeve and valve shall be filled with water and then pressurized at design test pressure. Duration of the test shall be determined by the OWNER. The test shall be conducted in the presence of the Engineer, who will notify OWNER forces of the satisfactory conclusion of the test, and arrange a definite time and date for them to arrive at the site to make the tap. No leakage shall be permitted at any joint in either the tapping sleeve/saddle or valve. G. The tapping valve requires the installation of a cast iron riser pipe complete with valve box and cover, centered over the operator, and set in concrete. H. All necessary sheeting, shoring, dewatering, excavation, backfill and compaction, surface repairs, and other items and work appurtenant to or incidental to the work shall be performed by the Contractor. I. For Concrete mains the tapping saddle shall be tested after installation at a pressure of 5 psi lower than the operating pressure of the pipeline at the time of the test. A pressure reading shall be taken from an air release valve prior to performing the pressure test on the saddle. J. The Contractor shall pressure test the tapping sleeve and valve after installation on the main, but prior to tapping operations. The test shall be conducted in the presence of the OWNER's Inspector. No leakage will be permitted at any joint in either the tapping sleeve or tapping valve. K. When the invert of the tapping valve is under water, interlocking sheeting and 15102 - 4 Project #19356 OPA-LOCKA 10/2022 tremie concrete shall be used, unless otherwise approved by the OWNER. Seal the perimeter of all pipes passing through the sheeting below the water table. Only minimum seepage will be permitted. The cofferdam must be designed and sealed by a State of Florida, P.E. No work will be permitted within the cofferdam until it is demonstrated to the OWNER to be dry. Approval to remove the initial water in the cofferdam must be obtained from the OWNER and other governmental agencies jurisdiction over the work. 3.02 TAP BY OWNER FORCES A. The Contractor shall notify the OWNER at least 48 -hours in advance of when he will be ready to make the tap and shall have the tapping sleeve and valve installed on the existing main and satisfactorily tested as specified below, with a sufficient excavated work area prepared for the OWNER forces when they arrive to make the tap. B. The Contractor shall furnish and install a mechanical joint plug on the free end of the tapping valve, and shall pressure test the tapping sleeve and valve after installation on the main, but prior to tapping operations. No leakage will be permitted at any joint in either the tapping sleeve or tapping valve. The tapping sleeve and valve shall be filled with water and then pressurized to the required test pressure. Duration of the test shall be determined by the OWNER. The test shall be conducted in the presence of the OWNER's Inspector, who will notify OWNER forces of the satisfactory conclusion of the test, and arrange a definite time and date for them to arrive at the site to make the tap. C. A crane or other suitable equipment as approved by the OWNER, shall be furnished by the Contractor to unload the tapping machine, position it in the trench for bolting to the valve, and to reload it after the tapping operation has been completed. D. OWNER forces will connect the tapping machine to the valve, and disconnect it after the tap is complete; however, the Contractor shall furnish suitable devices or material to support the machine in the trench for proper alignment, as required by the OWNER. The Contractor shall aid the OWNER's forces whenever and to whatever extent necessary for the tapping operation to be performed efficiently and without any undue time lost. 3.03 TAPPING BY NON -OWNER FORCES A. The Contractor shall comply with all applicable provisions of Subsections 3.01 and 3.02, above, including installation and pressure testing of tapping sleeve and valve in the presence of the OWNER's Inspector. B. Since cutting equipment used for this type of installation is of a special design, the Contractor shall make provisions for furnishing a tapping specialist to perform actual tapping operation. The qualifications of the tapping specialist shall be forwarded to the OWNER prior to any tapping work. The Contractor shall also furnish all incidental equipment necessary to operate the tapping machine and perform a complete operation to the satisfaction of the Engineer. 15102 - 5 Project #19356 OPA-LOCKA 10/2022 C. The tapping valve shall be installed in the horizontal position with the operator in the vertical position, and shall include a valve box cover. Tapping valves shall be left in the closed position. D. All tapping operations shall be conducted under the direct supervision of the previously approved tapping specialist. All operations shall have prior approval of the OWNER. 3.02 RECORD DRAWINGS A. Record Drawings shall be prepared in accordance with Section 01720. B. The location and elevation for each valve, tapping outlet, fitting, service line and other appurtenances along the pipeline shall be recorded by the Contractor's Florida Registered Surveyor and Mapper. END OF SECTION 15102 - 6 Project #19356 OPA-LOCKA 10/2020 SECTION 15110 BUTTERFLY VALVES PART 1 -GENERAL 1.01 SCOPE The Contractor shall furnish and install rubber -seated butterfly valves in all locations as shown on the Plans. All butterfly valves shall be as specified herein. 1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS The Contractor shall provide and install all work in accordance with the latest edition of all applicable regulations and governing codes, including the following standards: ANSI/AWWA C504 Rubber -Seated Butterfly Valves. AWWA C550 Protective Interior Coatings for Valves and Hydrants. Where a conflict in requirements occurs the more stringent requirement shall govem. 1.03 RELATED WORK SPECIFIED ELSEWHERE Section 15100 -Valves, General 1.04 CONTRACTOR SUBMITTALS The Contractor shall submit shop drawings, test and compliance certifications of all valves . 1.05 QUALITY ASSURANCE A. Butterfly valves shall be furnished be the products of firms which have been regularly engaged in the manufacture of such items for a period of at least five (5) years. B. All valves shall be tested at the factory in accordance with AWWA Standard C504, Section 5.2.4 and the Contractor shall furnish a manufacturer's Certified Test Report with each valve. C. All valves specified herein shall be furnished with an affidavit from the manufacturer(s) certifying that the valves furnished comply with all applicable provisions of the AWWA Standards as revised and cited below. PART 2- PRODUCTS 2.01 BUTTERFLY VALVES A. General 15110 - 1 Project #19356 OPA-LOCKA 10/2020 The butterfly valves shall be manufactured in accordance with the applicable provisions of ANSI/AWWA Standard C504-94, "Rubber -Seated Butterfly Valves" as modified herein. The valves shall be designed for installation in a horizontal pipeline, unless otherwise shown on the Plans, with the valve shaft in a horizontal position and the operating shafts in a vertical position. The valve may be installed under buried or submerged conditions now or in the future and shall always be of a suitable design for those conditions. The valves shall be AWWA Class 150B. B. Valve Body The valve body shall be made of cast iron conforming to ASTM Standard A126, "Gray Iron Castings for Valves, Flanges and Pipe Fittings", Class B, or ASTM Standard A48, "Gray Iron Castings", Class 40. No disc stops shall be allowed on the body. C. Mechanical Joint Valves Mechanical joint valves shall have ends complying with ANSI/AWWA Standard C111/A21.11-90, "Rubber -Gasket Joints for Ductile -Iron and Gray -Iron Pressure Pipe and Fittings". Mechanical joint gaskets, glands, and high strength cast gray or ductile iron tee -head bolts and hex nuts shall be included with the valve. Follower glands held in place with set screws will not be acceptable. Bolts holes in the flanges of the mechanical joints shall be equally spaced and shall straddle the vertical centerline. Gaskets shall be shipped separately in suitable protective containers. D. Flanged Valves Flanged valves shall have ends faced and drilled conforming to ANSI Standard B16.1, "Cast Iron Pipe Flanges and Flanged Fittings", Class 125. Bolt holes shall not be tapped except as may be required by the shaft hubs. Flanged valves shall have short bodies with laying lengths as specified in Table 2 of ANSI/AWWA Standard C504-94. Bolt holes in the flanges shall be equally spaced and shall straddle the vertical and horizontal centerlines. All joint materials for flanged valves will be furnished with the valve. E. Valve Shafts Valve shafts shall be one piece straight through, or two piece stub -type, AISI Type 316 stainless steel or Monel construction. Shaft design and sizing shall preclude any disc edge -to seal excess or insufficient clearance due to "sag", "play" or "tolerance add up" in the disc -shaft - bearing assembly. All nuts, bolts, pins or other items within the valve or in contact with water shall be of AISI Type 316 stainless steel, or approved equal. F. Pins The pins connecting the disc and the shaft of all valves shall be mechanically secured. All valves with one-piece through shafts shall have at least two pins. Valves 24 -inch and smaller with two-piece stub type shafts shall have one or two pins in the primary or operating shaft and at least one pin in the secondary shaft. Valves 30 -inch and larger with two-piece stub type shafts shall have at least two pins in the primary or operating shaft and at least one pin in the secondary shaft. Each pin on the primary or operating shaft shall be sized to take full design load imposed on the disc. Pins shall be either force fit or mechanically locked. Mechanical 15110 - 2 Project #19356 OPA-LOCKA 10/2020 locking shall be by lock washers, lock nuts, force fit or other sturdy and corrosion resistant means. No roll pins will be allowed. Riveted or welded type pins will not be allowed. G. Valve Disc Valve discs shall seat at an angle of 90 degrees to the pipe axis. Valve discs shall be made of cast iron (conforming to ASTM Standard A48-83(1990), Class 40, "Gray Iron Castings"; ASTM Standard A126-84(1991), "Gray Iron Castings for Valves, Flanges and Pipe Fittings", Class B; or ASTM Standard A536-84, "Ductile Iron Castings", Grade 65-45-12; of cast steel conforming to ASTM Standard A216-93, "Steel Castings, Carbon Suitable For Fusion Welding for High -Temperature Service", Grade WCB, or of alloy cast iron conforming to ASTM Standard A436-84, "Austenitic Gray Iron Castings", Type 1 or 2; or ASTM Standard A439- 83(1994), "Austenitic Ductile Iron Castings", Type D2, and with a maximum lead content of 0.003 percent). The seating edge of the disc for its full width shall be AISI Type 316 stainless steel, Monel metal, or nickel -chrome (18-20) applied by the plasma arc -weld process. Valves with angle seating or fabricated steel discs are not acceptable. Sprayed metal seating edges are not acceptable. Welded seating edges shall be at least 3/32 -inch thick. H. Valve Seats Valve seats shall be secured to the valve body only. Seats secured to the valve discs are not acceptable. Valve seats shall be made of new synthetic rubber and may be reinforced by the manufacturer. Rubber seats on valves 24 -inch and smaller shall be secured to the valve bodies by vulcanizing, or by cementing and clamping. On valves 30 -inch and larger, the seat shall be mechanically held by means of grooves machined or cast in the valve body and shall be designed in such a way as to hold the seats from popping out when secured or when subjected to compression. The seats shall be fully adjustable and replaceable with the valve installed. All parts of clamps and fastening devices shall be made of AISI Type 316 stainless steel or other approved non -corrodible material. Bolts may be used to hold rubber -seat clamps in place, but the bolts shall not go through the rubber seat itself. Durometer hardness, reinforcement, dimensions and section of the rubber seat shall be selected and matched to the valve size and clearances such that adequate seal contact pressure is generated without excessive amounts of seal material being extruded into the annulus between the disc edge and body. In addition to meeting the above conditions, bidders shall present conclusive evidence proving that seats of the offered design are being successfully used in 30 -inch and larger butterfly valves furnished by the same manufacturer. Sprayed or plated mating seat surfaces are not acceptable. I. Valve Bearings Valve bearings shall be self-lubricating, corrosion resistant, sleeve type and with thrust bearings as required by Section 3.6 of ANSI/AWWA Standard C504-94. Shaft to bearing clearance under maximum loads shall be such that excessive or insufficient clearances cannot develop between disc and seat surfaces particularly when the disc is in the sealed (vertical) position. J. External Ferrous Items 15110 - 3 Project #19356 OPA-LOCKA 10/2020 All external ferrous items, except cast iron, shall be hot -dipped galvanized in accordance with ASTM Standard A123 -89a, "Zinc (Hot -Galvanized) Coatings on Iron and Steel Products", or ASTM Standard A153-82(1987), "Zinc Coating (Hot -Dip) on Iron and Steel Hardware", or stainless steel. K. Shaft Seals Shaft seals shall be as required by Section 3.7 of ANSI/AWWA Standard C504-94. 2.02 OPERATORS A. Manual operators for valves 24 -inch and smaller shall be of totally enclosed worm gear or traveling -nut type, permanently lubricated, suitable for buried or submerged operation in accordance with ANSI/AWWA Standard C504-94. B. Manual operators for valves 30 -inch and above shall be totally enclosed worm gear operators, permanently lubricated, suitable for buried and submerged operation, and shall be Limitorque type HBC, or approved equal, in accordance with ANSI/AWWA Standard C504-94, with AWWA input shaft stop. C. Manual operators shall be provided with completely enclosed mounting brackets or adapters. D. The operators shall be sized to provide the maximum torque as shown in Table 4 of ANSI/AWWA C504-94 for the class and size of valve specified. In addition, the operator shall be capable of withstanding an input torque of 300 ft.lbs. on the operating nuts and all operators on valves 30 -inch and larger shall be equipped with an AWWA input shaft stop. The operator shall be equipped with adjustable stops to prevent over travel of the disc in both the closed and open positions, with standard AWWA 2 -inch square operating nuts with skirts, or with extension shafts as listed herein and with a shear pin in the operating nut designed to protect the operator from damage due to overload. All valves shall open by turning the operating nuts counterclockwise. Each operator for the valves 30 -inch and larger shall be equipped with a brass plate die -stamped with letters and numerals, at least %-inch high, indicating the number of turns necessary to fully open the valve from a fully closed position as determined by factory test. The plate shall be secured to the operator so that it may be read from the top when the valve is in an installed position. As previously specified, operators shall be for buried, submerged conditions which precludes installation of a position indicator. However, where valves and operators are ordered for above grade service a position indicator shall be located in the top of the operator to show the position of the butterfly valve. This indicator shall remain synchronized during operation. The position indicator shall be weatherproof. E. After mounting, each operator shall be factory adjusted to insure that the valve will operate from a fully open to a fully closed (seated) position without further adjustment by the installing contractor. An affidavit from the manufacturer certifying to this, stating the number of turns required to fully open the valve from a fully closed position as determined by factory test and certifying that the valve is set to open in a counterclockwise direction shall be shipped with the valve. Both copies of this certification shall be signed, sealed and dated by a licensed professional engineer registered to practice in the state wherein the tests and adjustments are performed. 15110 - 4 Project #19356 OPA-LOCKA 10/2020 2.03 OPERATOR EXTENSION SHAFT A. Operator extension shafts shall be designed and furnished by the valve manufacturer and shall each be complete with coupling, standard AWWA 2 -inch square operating nut with skirt, shear pins and centering -identification plate, for connection to the valve operator (or input) shaft as specified herein below. B. All operator components between the operating nut and the adjustable stops shall be designed to withstand, without damage, an input torque of 300 ft.lbs. The extension shaft shall be a one-piece shaft and shall be furnished with an AWWA 2 -inch square operating nut with skirt, mounted and pinned to the top of the shaft. A coupling shall be provided for the bottom of the shaft to connect the extension to the valve operator (or input) shaft. The coupling will be connected to the extension shaft after the exact required length of the shaft has been determined by the field measurement during the valve installation. C. The coupling shall be designed for welding to the extension shaft, and mounting and pinning to the valve operator (or input) shaft. The pin through the coupling and valve operator (or input) shaft shall be of a larger diameter than the pin through the top nut and extension shaft, so that if torques exceed the designed limits, the pin through the nut will shear first. The extension shaft shall also be equipped with a combination centering -identification plate as specified below. D. Valves 30 -inches and larger shall be installed complete with manholes. No extension shafts are required. 2.04 TORQUE LIMITING DEVICE Each valve shall be provided with a torque limiting device designed to protect the actuator and valve parts. The device shall consist of an overtorque protection mechanism enclosed in a hermetically sealed cast iron housing. The mechanism shall be permanently lubricated and factory set to trip between 200 and 220 ft.lbs. of applied torque. The housing shall have integrally cast, 2 -inch AWWA operating nut and matching socket to operate and to fit over the actuator or extension shaft nuts, respectively. The socket shall be provided with a set screw to fit the device. The direction of rotation shall be permanently shown with word and arrow next to the operating nut. The entire device shall be coated inside and out with a 2 -part epoxy. The torque limiting device shall be as manufactured by Annspach Controls Company of St. Louis, Missouri, or approved equal. 2.05 (NOT USED) 2.06 FINISHES A. Interior Coating 1. The interior coating of the valve bodies shall be a two-part epoxy specially formulated for potable water service and applied according to the coating manufacturer's recommendations. 2. All interior coating products must meet the approval of the United States Environmental Protection Agency for contact with potable water. The coating shall conform to ANSI/AWWA C550-90, "Protective Epoxy Interior Coatings for Valves and Hydrants", 15110 - 5 Project #19356 OPA-LOCKA 10/2020 and shall not contain coal tar. All parts of the interior of the valve body and disc, except for rubber or stainless steel, shall be so coated. B. Exterior Coating Exterior painting shall be asphalt varnish conforming to Federal Specification TT -C -494A as required by Section 4.2 of ANSI/AWWA Standard C504-87. 2.07 TESTING The butterfly valves shall be tested in accordance with ANSI/AWWA C504-94, Section 5, Subsection 5.2. The performance test (Subsec. 5.2.1) and the hydrostatic test (Subsec. 5.2.3) shall be performed as stated, but the leakage test (Subsec. 5.2.2) shall be performed bidirectionally; first on one side of the valve, and then on the other. The Contractor shall furnish a manufacturer's certified test report with every valve stating that the valve has met the requirements of the tests. 2.08 ACCEPTABLE PRODUCTS Valves shall be DeZurik Model BAW, Pratt No. 2F2 (20" or under), Pratt No. XR70 (above 20") or approved equal. Valves and operators shall be modified as necessary to conform with this Specification. PART 3 - EXECUTION 3.01 VALVE INSTALLATION A. General: All valves, gates, operating units, stem extensions, operators, valve boxes, and accessories shall be installed in accordance with the manufacturer's written instructions and as shown and specified. Valves shall be firmly supported to avoid undue stresses on the pipe. B. Access: All valves shall be installed to provide easy access for operation, removal, and maintenance and to avoid conflicts between valve operators and structural members or handrails. C. Valve Accessories: Where combinations of valves, sensors, switches, and controls are specified or shown on the Drawings, it shall be the responsibility of the CONTRACTOR to properly assemble and install these various items so that all systems are compatible and operating properly. The relationship between interrelated items shall be clearly noted on shop drawing submittals. D. The installation of butterfly valves with valve box and riser shall include the installation of extension shaft. The valve operator shall be installed with the extension shaft, coupling, nut and data plate as shown on the plans or Standard Details. Where a plug is located adjacent to a butterfly valve, a short piece of D.I. pipe (nominal size equal to that of the valve) of length sufficient to permit clearance for rotation of the valve disc shall be installed between the valve and the plug. E. Installation of butterfly valves 30 -inch and larger shall include the installation of a valve manhole as shown in the Standard Details. 15110 - 6 Project #19356 OPA-LOCKA 10/2020 F. Above grade testing of the valve by the installing contractor is required as specified in Section 15100 -"Valves, General", 1.05A. - END OF SECTION 15110 - 7 Project #19356 OPA-LOCKA 10/2020 THIS PAGE LEFT INTENTIONALLY BLANK 15110 - 8 Project #19356 OPA-LOCKA 10/2022 SECTION 15115 CHECK VALVES PART 1 - GENERAL 1.01 SCOPE OF WORK The Contractor shall furnish and install check valves complete and operable, including all appurtenances and accessories. 1.02 RELATED WORK SPECIFIED ELSEWHERE Section 15100 - Valves, General PART 2 - PRODUCTS 2.01 CHECK VALVE A. General 1. The swing -check valves shall be standard (plain), outside lever -and -weight or outside lever -and -spring types, for normal horizontal installations, conforming to all of the applicable requirements of the most current ANSI/AWWA Standard C508, "Swing -Check Valves for Waterworks Service, 2 -in. Through 24 In. NPS", except as otherwise specified herein. The valves shall be iron body, bronze mounted and suitable for buried service. 2. Valve bonnet opening shall be large enough to allow ample clearance for direct removal of disc by hand. B. External Ferrous Items All external ferrous items, except cast iron, shall be hot -dipped galvanized in accordance with the most current ANSI/ASTM Standard A123, "Zinc (Hot -Galvanized) Coatings on Iron and Steel Products", or ANSI/ASTM Standard A153, "Zinc Coating (Hot -Dip) on Iron and Steel Hardware", or stainless steel. C. Flanged Valves Flanged valves shall have ends plain -faced and drilled conforming to ANSI Standard B16.1, "Cast Iron Pipe Flanges and Flanged Fittings", Class 125. Bolt holes in the flanges shall be equally spaced and shall straddle the vertical and horizontal centerline. All joint materials for flanged valves will be furnished with the valves; neoprene for sewer and SBR for water applications. D. Clapper 15115 - 1 Project #19356 OPA-LOCKA 10/2022 1. The clapper shall swing clear of the waterway when the valve opens, permitting a full flow through the valve equal to the nominal diameter of the pipe. 2. The body and clapper seating surface shall be metal to metal, and shall be bronze. 3. The clapper disc and the clapper hinge arm, including the clapper disc cap screw, shall be bronze or cast iron. Clapper to hinge arm connection shall be such that the unit cannot be unscrewed by fluid flow. D. Clapper Hinge Pin 1. The clapper hinge pin (shaft) shall be stainless steel conforming to AISI Type 316. For check valves with outside levers, the clapper hinge pin shall rest in bronze bushings and shall extend through the casing on the right hand side when facing the valve inlet. 2. The clapper hinge pins shall rest in bronze bushings provided with a compression packing or double nitrile o -ring seal and shall extend through the casing on the right hand side when facing the valve inlet. An opening shall be provided in each of two bosses on the body for easy access to either end of the hinge pin. The openings shall be tapped and provided with plugs. E. See Part 2 of Section 15100, "Valves, General", for other components. 2.02 TESTING All check valves shall be tested at the factory in accordance with Section 5.2 of the most current ANSI/AWWA Standard C508 and a Certified Test Report shall be furnished with each valve. PART 3 - EXECUTION 3.01 GENERAL All valves shall be installed in accordance with provisions of Section 15100, "Valves, General." Care shall be taken that all valves are well supported. END OF SECTION 15115 - 2 Project #19356 OPA-LOCKA 10/2022 SECTION 15120 GATE VALVES PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish and install gate valves complete and operable, including all appurtenances and accessories. B. The OWNER will permit the use of resilient seated type gate valves in potable water systems, as described herein. Such use shall be restricted to potable water systems of nominal sizes 4 -inch through 48 -inch. All other size or system applications shall be allowed only if reviewed and approved by the OWNER. Resilient seat gate valves shall only be used in sewer applications where cover depth is sufficient to mount the valve in the vertical position and only with review and approval of the OWNER. Sewer lines may not dipped or lowered in close proximity to a gate valve for the purpose of providing said cover. Resilient seat gate valves used as tapping valves in sanitary sewer systems and laid upon their side shall be left open when the line is placed in operation and backed up with a plug valve to provide flow control. 1.02 RELATED WORK SPECIFIED ELSEWHERE Section 15100 - Valves, General PART2-PRODUCTS 2.01 GATE VALVES, GENERAL A. As used herein, "ANSI" denotes the American National Standards Institute; "AWWA" denotes the American Water Works Association; and "ASTM" denotes the American Society for Testing and Materials. B. All valves specified herein, whether manufactured under the provisions of AWWA C515, latest revision "Reduced -Wall, Resilient -Seated Gate Valves for Water Supply Service" shall be furnished with an Affidavit of Compliance from the manufacturer as required by Section 6.3 of AWWA C515 latest revision. C. The OWNER requires that suppliers shall submit with their proposals, if bidding on valve sales to the OWNER; or shop drawings, if supplying valves to the OWNER for contract or donations work; all data as listed in the "Data to Be Supplied by the Manufacturer" Sections of the referenced standards. This material is Section 4.1 in C515, latest revision and is identical. Data to be furnished is as follows: "Catalogue Data. The manufacturer shall supply catalogue data, including illustrations and a parts list that identifies the materials used for various parts. The information shall be in sufficient detail to serve as a guide in the assembly and disassembly of the valve and for ordering repair parts. Weight information. The manufacturer shall provide a statement of the net assembled weight for each size of valve exclusive of joint accessories. 15120 - 1 Project #19356 OPA-LOCKA 10/2022 Assembly Drawings. The manufacturer or supplier shall submit to the purchaser one set of drawings showing the principal dimensions, construction details, and materials used for all parts of the valve. All work shall be done and all valves shall be provided in accordance with these drawings after the drawings have been reviewed and accepted by the purchaser." In the quotation above, the word "purchaser" shall be construed to mean the OWNER in either direct purchase or contract/donations situations. D. All work performed according to the standards cited above, except prototype testing, shall be subject to inspection and acceptance by the OWNER or its representatives who shall have access to all places of manufacture where these valves are being produced and tested. Suppliers shall, with their shop drawing submittals, submit the company name and location of the actual manufacturer of the valve which shall include Country, City, and street address of the manufacturer. Where valves are not domestically produced and tested, the OWNER reserves the right to require that the Affidavit of Compliance be signed and sealed by a Professional Engineer, licensed to practice in the state of where the importing firm is located or the State of Florida. When this is required, the OWNER's decision as to its necessity shall be final and no extra compensation will be allowed. E. All valves shall conform with ANSI/NSF Standard 61, "Drinking Water System Components -Health Effects". F. Grades B and C bronze as listed in Table 1 of AWWA C500, latest revision shall not be used in the fabrication of any of the various valve types listed in this specification. Aluminum bronzes, if used, shall not dealuminize and the method of preventing this shall be fully described in the submittal. G. AWWA Standard C515, latest revision lists a number of copper alloys for valve stems and gates. Of these the OWNER will accept alloys with the following Unified Numbering Series (UNS) numbers; C66100, C87600, C99400 and C99500. This same standard lists other copper alloys for Stem Nuts and Gates. Of these the OWNER will accept alloys with the following UNS numbers; C83600, C83450, C95200, C95500, C95800 C99400 and C99500. H. Other copper alloys not listed in the standard may be used but must meet the performance requirements of the Standard, including but not limited to, minimum yield strength, chemical requirements and corrosion. The OWNER requires that alloys containing more than sixteen (16) percent zinc shall not be used. 2.01 RESILIENT SEATED GATE VALVES A. Resilient -seated gate valves shall be manufactured in accordance with the applicable provisions of the most recent ANSI/AWWA Standard C515, latest revision "Reduced -Wall Resilient -Seated Gate Valves for Water Supply Service" as modified herein. B. Valves shall have non -rising stems (NRS) and are to be installed under buried and/or submerged conditions. The design working water pressure shall be 250 psig for 3 48 -inch sizes. For valves manufactured in conformance with the provisions of AWWA C515, latest revision as modified herein, the design working water pressure shall be a minimum of 200 psi for all sizes. In addition to the pressure requirements, the valve assembly and mechanism shall be capable of withstanding an input torque of 200 ft.lbs. for valves 4 -inch and smaller, and 300 ft. lbs. for valves 15120 - 2 Project #19356 OPA-LOCKA 10/2022 6 -inch and larger. With the valve open the unobstructed waterway shall have a diameter not less than the full nominal diameter of the valve. C. Valve body: Valves manufactured in conformance with AWWA C515, latest revision shall be iron -bodied and shall conform to ASTM Standard A395-99, "Ferritic Ductile Iron Pressure -Retaining Castings for Use at Elevated Temperatures" or ASTM Standard A536-84 "Ductile Iron Castings". Body and bonnet thickness shall conform with the requirements of AWWA Standard C515 latest revision. All ferrous metal items in contact with the line fluids, except gray or ductile cast iron, shall be AISI Type 316 stainless steel. Valve body and bonnet gaskets shall be rubber or rubber composition, inorganic mineral fiber and paper are not acceptable. Rubber and rubber composition materials shall be suitable for use in water containing chlorine or chloramines and in sanitary sewage. D.. Stems, stem nuts, glands and bushings shall be made of bronze as specified in ANSI/AWWA Standard C515 latest revision with no Grades B or C bronze being utilized. The same items for valves made in conformance with C515 latest revision shall be made of the alloys specified above in the last paragraph of the "Gate Valves, General" section of this specification. The stem diameter shall conform to Table 4 of C515 latest revision. All valves shall be equipped with an ANSI/AWWA standard 2 -inch square operating nut with skirt, or handwheel when required for above -ground service. Valve stems shall rotate counterclockwise to open. All valves 20 -inch and larger shall be equipped with gearing conforming to AWWA standard. Bevel or spur gearing shall be supplied as ordered with no cost differential. E. "O" -ring stem seals shall be neoprene, Buna-N, or approved equal. No natural rubber compounds will be acceptable. The stem seals shall be of design that permits the replacement of the "O" -ring seals while the valve is in service, without undue leakage. F. All external ferrous items, except gray or ductile cast iron, shall be hot dipped galvanized in accordance with ASTM Standard A123, "Zinc (Hot -galvanized) Coatings on Iron and Steel Products", or ASTM Standard A153, "Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware", or Type 304 stainless steel. G. Resilient seats shall be applied to the disc only and shall seat against a corrosion -resistant surface. The surface may be either metallic or nonmetallic, applied in a manner to withstand the action of line fluids and the operation of the sealing gate under long-term service. A metallic surface shall have a corrosion resistance equal to or better than bronze. A nonmetallic surface shall be in compliance with ANSI/AWWA Standard C550, "Protective Epoxy Interior Coatings for Valves and Hydrants". Resilient seats shall be bonded to the gate. No natural rubber products will be acceptable. If the resilient seat is a rubber material, the method used for bonding or vulcanizing shall be proven by ASTM Standard D429, "Test Methods for Rubber Property -Adhesion to Rigid Substrates", Method A or B. For method A, the minimum strength shall not be less than 250 psi. When Method B is applicable, the peel strength shall not be less than 75 lb/in. All exposed mechanical attaching devices and hardware used to retain the resilient seat shall be of AISI Type 316 stainless steel. H. Flanged valves shall have ends faced and drilled conforming to ANSI Standard B16.1, Class 125. Bolt holes in the flanges shall be equally spaced and shall straddle the vertical and horizontal centerlines. Joint materials for flanged valves will be furnished with the valves. 15120 - 3 Project #19356 OPA-LOCKA 10/2022 I. Mechanical joint valves shall have ends complying with ANSI/AWWA Standard C111/A21.11, "Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings". Mechanical joint gaskets, glands, tee -head bolts and hex nuts shall be included with the valve. Segmented glands or follower glands held in place with set screws will not be acceptable. Bolt holes in the flanges of the mechanical joint shall be equally spaced and shall straddle the vertical centerline. Gaskets shall be shipped separately in suitable protective containers. Valves for use in sewage shall have neoprene gaskets. J. Painting and coatings shall conform to the requirements of Fed. Spec. TT -C -494a on exterior ferrous surfaces, and ANSI/AWWA Standard C550 for the interior of the valve. A coating shall be applied to all ferrous parts of the valves except for finished or seating surfaces. Surfaces shall be clean and dry before painting. K. Testing: All production tests shall be performed on all valves supplied without exception. Operation, shell and seat tests shall be performed as specified in Section 6.2 of AWWA C509 latest revision and Section 5.1.2 of AWWA C515, latest revision as appropriate to the standard which covers the valve in question. An Affidavit of Compliance as specified in paragraph two of the "GATE VALVES, GENERAL", section above, shall be furnished to the OWNER with the invoice for the valves. Final payment (prior to installation in donations situations) by the OWNER will not be made until after receipt of these Affidavits of Compliance. The gate valves shall conform to AWWA C515, latest revision standard as modified herein and as manufactured by American Flow Control, Mueller or approved equal. L. Resilient Seated Gate Valves installed in the horizontal position with bevel gearing shall require a flushing port on the side of the valve to clean the tracks. See the Standard Detail WS 4.70 for piping and ball valve installation requirements. 2.03 TAPPING VALVES A. Tapping valves shall conform to the applicable requirements for the gate valves specified above herein, and also with the requirements listed below. B. With the valve open, an unobstructed waterway shall be provided, the diameter of which shall be at least the full nominal diameter of the valve, to permit taps to be made through the valve. C. Tapping valves shall have a mechanical joint outlet end conforming to ANSI/AWWA Standard CI 11/A21.11-90, "Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings" or a flanged outlet conforming to ANSI Standard B16.1 Class 125 (as called for in the particular valve order), for connection to new piping and a flanged inlet with centering ring (for all valves of 12 -inch diameter and smaller and for all larger valves where the manufacturer produces a centering ring flange in that size), for connecting to the tapping sleeve. For tapping valves 12 -inch and smaller, the sleeve shall be in compliance with all applicable provisions of MSS Standard Practice SP 60, latest revision, as developed and approved by the Manufacturers Standardization Society of the Valve and Fittings Industry, 127 Park Street N.E., Vienna, Virginia 22180. For tapping valves larger than 12 -inch, the connecting flanged joint between the tapping sleeve and the tapping valve shall be industry standard; however, the tapping valve must provide a matching fit with tapping sleeves by other manufacturers. 15120 - 4 Project #19356 OPA-LOCKA 10/2022 D. The tapping valves shall be furnished complete with all joint materials. Joint materials for the flanged inlets shall be ANSI -sized and approved and shall include 1/8 -inch thick full faced gaskets and hot -dip galvanized carbon steel bolts and nuts with internal threads tapped or retapped after galvanizing or stainless steel bolts and nuts. The flanged inlet gaskets shall conform to the gasket material and property requirements set forth in ANSI/AWWA Standard C111/A21.11-90. All pipe connection gaskets for use in sewer applications shall be neoprene and natural rubber shall not be used in any application. Seal shall be neoprene, Buna-N, Nitrile, EPDM or approved equal, but not natural rubber. The mechanical joint outlets shall include the necessary joint materials conforming to the requirements of joint materials for mechanical joint ended gate valves of the appropriate type specified above herein (neoprene for use with sewer). Bolt holes in the flanges of the mechanical joint shall be equally spaced and shall straddle the vertical centerline. Gaskets shall be shipped separately in suitable protective containers. E. Valve operators for tapping valves 20 -inch and larger shall be located to the right or left (when looking into the mechanical joint outlet end) as ordered by the OWNER. F. The valves shall be suitable for use with ductile -iron pipe conforming to ANSI/AWWA Standard C151/A21.51-96, "Ductile -Iron Pipe, Centrifugally Cast, for Water", with wall thickness and outside diameter as specified in Tables 3 and 4, (Special Thickness Classes) for the following sizes: Size Thickness Class 4 -inch 54 6 -inch 53 8 -inch 52 10 -inch and larger 50 and with wall thicknesses and outside diameter as specified in Tables 1 and 2 (Standard dimensions and weights) of the same standard. Pressure Class Pipe (Potable, Reuse and Raw Water Only) Size Pressure Class 4 -inch through 12 -inch 350 14 -inch through 20 -inch 250 24 -inch 200 30 -inch through 48 -inch 150 G. All production tests shall be performed on all valves supplied without exception. Operation and hydrostatic tests shall be performed as specified in AWWA C515, latest revision. An Affidavit of Compliance as specified in paragraph two of the "GATE VALVES, GENERAL", section above, shall be furnished if requested to the OWNER prior to installation of the valves. Final payment (installation in donations situations) by the OWNER will not be made until after receipt of these Affidavits of Compliance. The tapping valves shall conform with the appropriate AWWA valve standard as modified herein and as manufactured by American Flow Control, Mueller or approved equal. 15120 - 5 Project #19356 OPA-LOCKA 10/2022 PART 3 - EXECUTION 3.01 GENERAL All valves shall be installed in accordance with provisions of Section 15100, "Valves, General." Care shall be taken that all valves are well supported. END OF SECTION 15120 - 6 Project #19356 OPA-LOCKA 10/2022 SECTION 15125 PLUG VALVES PART 1 GENERAL 1.01 SCOPE A. The Contractor shall furnish and install plug valves, complete and operable, as shown and specified herein, appurtenances, operators, and accessories. B. Plug Valves 30 -inch and larger shall have the actuator installed with a manhole structure. Space limitations may preclude full structures underground. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 15100, "Valves, General" 1.03 QUALITY ASSURANCE A. The plug valve manufacturer shall have a line of parts available to support the plug valve furnished to the OWNER. Manufacturers with a history of unsatisfactory performance or discontinuing spare parts shall be disapproved. PART 2 PRODUCTS 2.01 PLUG VALVE A. The plug valves shall be of the non -lubricated eccentric type, with resilient faced plugs, and shall be designed for a minimum working water pressure of at least 150 psi for valves through 36 -inch. Plug valves located at the discharge end of a pump station shall have a 100 percent port area. Plug valve 6 -inch and smaller with an 80 percent minimum port area are acceptable only at locations away from lift stations. Plug valves 8 -inch and larger shall be full opening with 100 percent port area. Plug valves, 8 -inch and smaller shall be designed for operation in a horizontal pipeline with the valve shaft in a vertical position. Plug valves larger than 8 -inch shall be designed for operation in a horizontal pipeline, with the valve shaft in a horizontal position and the operating shaft in a vertical position. The plug valves shall be as manufactured by DeZurik, Inc. or approved equal, and shall be the standard product of a manufacturer which has produced and sold such equipment for a period of at least five (5) years. Valves shall be suitable for buried, submerged service. B. Flanged valves shall have ends plain -faced and drilled conforming to ANSI Standard B16.1, "Cast Iron Pipe Flanges and Flanged Fittings", Class 125. Bolt holes in the flanges shall be equally spaced and shall straddle the vertical and horizontal centerlines. All joint materials for flanged valves will be furnished by others. C. Mechanical joint valves shall have ends complying with ANSI/AWWA Standard C111/A21.11. "Rubber -Gasket Joints for Ductile Iron Pressure Pipe and Fittings". 15125 -1 Project #19356 OPA-LOCKA 10/2022 Mechanical joint gaskets, glands, tee -head bolts and hex nuts shall be included with the valve. Segmented glands or follower glands held in place by set screws will not be acceptable. Bolt holes in flanges of the mechanical joint shall be equally spaced and shall straddle the vertical centerline. Gaskets shall be shipped separately in suitable protective containers. Valves shall have neoprene gaskets. D. Plug valve body and plug shall be cast iron conforming to the requirements of ASTM Standard A126, "Gray Iron Castings for Valves, Flanges and Pipe Fittings", Class B, and all nuts, bolts, springs, washers, and similar component items exposed to the operating fluid shall be AISI Type 316 stainless steel. Resilient plug facing shall be of neoprene. E. Plug valves shall be furnished with a corrosion -resistant seat consisting of a welded -in overlay of high nickel content on all surfaces contacting the plug face and shall comply with ANSI/AWWA Standard C507, "Ball Valves, 6 In. Through 48 In. (150 mm Through 1200 mm)", Section 3.2. F. Plug valves shall be furnished with replaceable, sleeve -type AISI Type 316 stainless steel bearings in the upper and lower journals, and shall comply with ANSI/AWWA Standard C507, Section 3.2. G. Plug valve shaft seals shall be designed for replaceable, manually adjustable, multiple ring "V" or "U" type packing of Buna-N or neoprene. The valves shall be of the bolted -bonnet type and shall comply with ANSI/AWWA Standard C507. H. Plug valves shall have stops at the fully -opened and fully -closed positions. I. Plug valves shall be designed for drip -tight shut-off in wet service applications at pressure differentials up the full rating of the valve with pressure in either direction. Plug valves shall be provided with a manual operator sized to suit the maximum differential pressure across the valves. Minimum plug valve operator output torques shall equal or exceed the values specified in the following table: PLUG VALVE REQUIRED ACTUATOR OUTPUT TORQUE SIZE 100 PSI 150 PSI 2" 1,063 FT-LBS 1,438 FT-LBS 14" 1,638 FT-LBS 2,225 FT-LBS 16" 2,213 FT-LBS 3,013 FT-LBS 18" 3,300 FT-LBS 4,500 FT-LBS 20" 4,388 FT-LBS 5,975 FT-LBS 24" (100%) 10,000 FT-LBS 12,790 FT-LBS 30" (100%) 15,875 FT-LBS 19,550 FT-LBS J. Manufacturer shall supply operators producing larger output torque values if so required by their valves, but in no case shall operator output torque be less than that shown for the particular valve size and pressure. 15125 - 2 Project #19356 OPA-LOCKA 10/2022 K. In addition, the operator shall be capable of withstanding an input torque of 300 ft.lbs. on the operating nuts or a pull of 200 pounds on the handwheel without damage to operator components between the input and the stops. Operators on valves 30 -inch and larger shall also be equipped with an AWWA input shaft stop. L. All external ferrous items, except cast iron, shall be hot -dipped galvanized in accordance with ASTM Standard A123, "Zinc (Hot -Galvanized) Coatings on Iron and Steel Products", or ASTM Standard A153, "Zinc Coating (Hot -Dip) on Iron and Steel Hardware", or stainless steel. M. Manual operators for valves 8 -inch and smaller shall be lever actuated unless otherwise specified elsewhere herein. N. Manual operators for valves 10 -inch to 24 -inch shall be totally enclosed worm gear type, permanently lubricated, suitable for buried and/or submerged conditions. O. Manual operators for valves 30 -inch and larder shall be totally enclosed worm gear operators, permanently lubricated, suitable for buried and submerged operation, and shall in accordance with ANSI/AWWA Standard C504, with AWWA input shaft stop. Worm Gears shall be constructed in accordance AWWA C517 and shall be IP68 rated for continuous duty to 50ft. Actuators shall be enclosed in a ductile iron housing with outboard seals to protect the bearings and other internal components. The actuator shaft and the quadrant shall be supported on permanently angular contact bearings. Input shaft and fasteners shall be made of stainless steel. Gears shall be efficiency optimized 3 stage gear reduction type. Externally adjustable open and closed position stops shall be provided. The adjustable closed position stop shall be used to set closing torque and provide adjustment to compensate for change in pressure differential or flow direction. The following are approved operators for plug valves 30 -inches and larger: 1. Limitorque Type HBC or WG Series modified to MDWASD Standard. 2. Rotork Model IW-RL-MD-RAW P. The Manual operators (actuators) for valves 30 -inch and larger shall have the following: 1. The actuator shaft and the quadrant shall be supported on permanently angular contact bearings. Input shaft and fasteners shall be made of stainless steel. Gears shall be efficiency optimized 3 stage gear reduction type. 2. Stainless steel removable and repositionable drive sleeve. 3. Angular contact bearings to support the worm shaft. 4. 450 Ft pounds of input torque. 5. Adjustable travel stops. 6. Ductile Iron Gear Case. 7. 316 Stainless Steel Position Indicator. 8. 431 Stainless Steel Input Shaft machined from one solid piece of metal. 15125 - 3 Project #19356 OPA-LOCKA 10/2022 9. Externally adjustable open and closed position stops shall be provided. The adjustable closed position stop shall be used to set closing torque and provide adjustment to compensate for change in pressure differential or flow direction. 10. Valves and gear actuators for buried or submerged service shall have seals on all shafts and gaskets on the valve and actuator covers to prevent the entry of water. Actuators shall be 90% grease filled. Actuator mounting brackets for buried or submerged service shall be totally enclosed and shall have gasket seals. 11. Test certificates, signed by chief engineer of gear operator manufacturer, must be supplied showing full compliance to AWWA C504/C517 available upon the request of the OWNER. 12. Gears shall have a two-year warranty from date of shipment and shall have a metal tag containing a serial number, ratio; number of turns shall be riveted to the gear for future identification. Q. Manual operators shall be provided with completely enclosed mounting brackets or adapters. The operators shall be equipped with adjustable stops to prevent overtravel in both the open and closed position with standard 2 -inch square operating nuts with skirts as listed elsewhere herein, or with handwheel if for above ground service. All plug valves shall open by turning the operating nut or handwheel counterclockwise. Orient operators with horizontal plug shafts such that the plug rotates upward upon opening. R. All operator components between the operating nut and the adjustable stops shall be designed to withstand, without damage, an input torque of 300 ft. lbs. S. The exterior valve surfaces shall be shop painted with two coats of asphalt varnish conforming to Federal Specifications TT -C -434A. T. Testing: Plug valves shall be tested in accordance with ANSI/AWWA C504, "AWWA Standard for Rubber -Seated Butterfly Valves", Section 5, Subsection 5.2. The performance test (Subsec. 5.2.1) and hydrostatic test (Subsec. 5.2.3) shall be performed as stated, however the leakage test (Subsec. 5.2.2) shall be performed bidirectionally; first on one side of the valve, and then on the other. The manufacturer shall furnish a certified test report with every valve stating that the valve has met the requirements of the tests. PART 3 EXECUTION 3.01 GENERAL A. All valves shall be installed in accordance with provisions of Section 15100, "Valves, General." Care shall be taken that all valves are well supported. B. The Contractor shall install valves with seats on the downstream side and unless shown otherwise, set valve (above 8 -inch size) with the main axis of the plug 15125 - 4 Project #19356 OPA-LOCKA 10/2022 horizontal. C. Inspect a valve fully open and then tightly closed and test the various nuts and bolts for tightness before installation. Take special care to prevent any foreign matter from becoming lodged in or on the valve seat. Any valve that does not operate correctly shall be removed and replaced. D. The installation of a buried eccentric plug valves shall include the installation of a concrete bearing pad and a ductile iron riser pipe, complete with valve box and cover, set in concrete. The valve operator shall be installed with the AWWA standard 2 -in square operating nut supplied by the valve manufacturer, which shall be supported as previously specified and shown on the Plans. E. After the coupling has been welded to the extension shaft, the weld shall be wire brushed and coated with a Bitumastic. F. For all quarter -turn plug valves installed, the Contractor shall paint the underside of the valve box cover with red paint. END OF SECTION 15125 - 5 Project #19356 OPA-LOCKA 10/2022 THIS PAGE LEFT INTENTIONALLY BLANK 15125 - 6 Project #19356 SECTION 15130 MISCELLANEOUS VALVES PART 1 GENERAL 1.01 SCOPE A. The Contractor shall furnish and install miscellaneous valves as required, complete and operable, including all appurtenances and accessories. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 15100 - Valves, General PART 2 PRODUCTS 2.01 AIR RELEASE VALVES (MANUAL) AND FLUSHING VALVE OUTLETS A. The air release valve and flushing valve assemblies shall be installed in accordance with the details shown in the MD-WASD Standard Details. The following products shall be used to construct the assemblies: Corporation Stops 1-1/2 inch, ballcorp corporation stop, AY McDonald, Ford, Cambridge Brass or approved equal (rating of 300 psi) Angle Valves for Manual Air Release 2 -inch straight ball valve with lever, see Std. Detail WS 1.60 Flushing Valve Outlet Angle Valve 2 -inch Bronze angle valve with lever, see Std. Detail WS 1.61 2 -inch Schedule 80 PVC Schedule 80 PVC threaded at both ends B. Taps into ductile iron pipe for air release and flushing valve assemblies shall be AWWA Tapered thread only, and the Contractor shall provide suitable equipment for this purpose as approved by the Engineer. After the tap has been made, and the corporation stop installed on a pipe conveying potable water, the inside of the pipe around the stop and the exposed exterior surfaces of the stop shall be heavily coated with Carboline Super Hi -Gard 891 White 1898, or approved equal. C. The installation of air release valves shall include excavation, tapping the ductile iron pipe, corporation stop, angle valve, PVC pipe and fittings, complete with valve boxes and covers, set in concrete, backfilling and compaction, and all other appurtenant items and work in accordance with the MD-WASD Standard Detail WS 1.60. D. The installation of the flushing valve outlets shall include excavation, tapping the ductile 15130-1 iron plug, angle valve, PVC pipe and fittings, concrete thrust block, complete with valve boxes and cover, set in concrete, backfilling and compaction, and all other appurtenant items and work in accordance with the MD-WASD Standard Detail WS 1.61. 2.02 SEWAGE AUTOMATIC AIR RELEASE VALVE A. Sewage automatic air -release valves shall be of the type that automatically releases accumulated air, gas or vapor under pressure during system operation and shall be of the size shown on the approved Plans or Standard Details. The internal mechanism shall be the compound lever type to permit the valve to open under pressure to vent pockets of entrapped air, gas or vapor as they accumulate. The compound mechanism shall be activated by a stainless steel concave float to lift the Buna-N needle or orifice button to control the air release orifice. Linkage shall be stainless steel. The air release valves shall be designed for a maximum working pressure of 150 psi. The valves shall be supplied with a 2 -inch stainless steel shut-off ball valve, blow -off assembly and a 1A -inch quick -disconnect back flushing connection with shut off valve. The valve shall have a straight flow body with automatic orifice, corrosion resistant internal mechanisms that include a stainless steel float rod and inlets to enable back flushing and drainage. B. Automatic air release valves (for sewage) are listed in the MD-WASD Pre -Approved Products List Sheet 4.7. 2.03 BRONZE BALUCORPORATION STOPS, 2 INCHES AND SMALLER, FOR WATER SERVICE A. Corporation stops shall be bronze with male inlet iron pipe threads and female outlet iron pipe threads and shall conform to AWWA C800. Components in contact with water shall be bronze (ASTM B584, Alloys C89833 or C89836). Components not in contact with water shall be bronze (ASTM B62 or ASTM B584, Alloys C83600, C89833, or C89836). Bronze alloys having a maximum lead content of 0.25%, a maximum zinc content of 7.0%, and a minimum copper content of 80% may be substituted for the bronze alloys specified above. Minimum pressure rating shall be 300 psi. Stops shall be Ford Ballcorp Type FB 1700, A.Y McDonald, or equal. Stops shall have an outlet fitting to adapt from iron pipe thread to copper tubing. B. Corporation stops are listed in the MD-WASD Pre -Approved Products List Sheet 8.3. 2.04 BRONZE ANGLE METER STOPS FOR WATER SERVICE A. Angle meter stops shall be bronze and marked NL for no lead. Components in contact with water shall be bronze (ASTM B584, Alloys C89833 or C89836). Components not in contact with water shall be bronze (ASTM B62 or ASTM B584, Alloys C83600, C89833, or C89836). Bronze alloys having a maximum zinc content of 7.0%, and a minimum copper content of 80% may be substituted for the bronze alloys specified above. Minimum pressure rating of the Meter Valve shall be 300 psi. B. Meter Valves for Water Service are listed in the MD-WASD Pre -Approved Products List Sheet 8.5. 2.05 STAINLESS STEEL BALL VALVES — USED FOR AUTOMATIC AIR RELEASE VALVES 15130 - 2 A. Ball valves used for sewer applications shall be stainless steel full port type with threaded NTP ends. The valve shall be designed to ASME B 16.34 with a locking lever. The minimum pressure rating shall be 150 psi. Valve materials shall be as follows: valve body, gland, seat ring, stem, and ball of AISI Type 316 stainless steel. Bushing, packing, seat ring gasket, and seat shall be TFE. Thrust washer shall be glass -filled TFE. Stainless steel ball valve shall be FNW 2PC Full Port 1000 CWP (Ferguson Supply Brand) or approved equal. 2.06 FULL PORT THREADED BRONZE BALL VALVES 2 INCHES AND SMALLER A. Ball valves, 2 inches and smaller, for water service shall have a pressure rating of at least 600 psi WOG at a temperature of 100°F. Provide full port ball and body design. Valves shall comply with MSS SP -110 and constructed of bronze. Bronze alloys having a maximum lead content of 0.25%, a maximum zinc content of 7.0%, and a minimum copper content of 80% may be substituted for the bronze alloys specified above. Valves shall have threaded ends (ASME B1.20.1), non -blowout stems, and have plastic -coated lever actuators. Provide locking lever handle. B. Manual air release valves for water shall use a 2 -inch straight ball valve with lever. 2.07 PLASTIC BALL VALVE A. Plastic ball valves shall be used at all PVC pipe installations where required, and be made of polyvinyl chloride (PVC). All valves shall have manual operators, unless otherwise specified or shown. B. Construction: All plastic ball valves shall have union ends or flanged ends to ANSI B.16.5, class 150, for easy removal. The balls shall have full size ports and Teflon seats. All body seals, union 0 -ring seals, and stem seals shall be Viton. The valves shall be suitable for a maximum working non -shock pressure of 150 psi at a temperature of 105°F. Body, ball, and stem shall be PVC conforming to ASTM D1784, Type 1, Grade 1. Seats shall be Teflon. 0 -ring seals shall be Viton. Valve ends shall be of the double - union design. Ends shall be socket welded except where threaded or flanged -end valves are specifically shown in the drawings. Valves shall have handle for manual operation. C. Suppliers or Equal: NIBCO Inc., (Chemtrol), Watts Regulator Company, ITT Engineered Valves. 2.08 PRESSURE AUTOMATIC AIR RELEASE VALVE A. The pressure automatic air -release valves shall be installed at locations selected by the Engineer of Record to automatically release accumulated air and other gases with the line under pressure. The internal mechanism shall be the compound lever type to permit the valve to open under pressure to vent pockets of entrapped air or gas as they accumulate. Valve shall be selected with orifice sized for venting at an acceptable discharge rate over the entire pressure range the main will be operated. It shall have sealing faces of an adjustable BUNA-N rubber valve and stainless steel. Valves which use a needle valve to seal the orifice shall not be acceptable. Valve shall have a 2 -inch NPT screwed inlet connection and shall have cast iron body with stainless steel float and inner mechanisms. For valves where bolts thread into the housing (i.e. bonnet -to -body bolts), bolts shall be stainless steel. Valves shall be supplied with a 1 -inch vacuum check 15130 - 3 valve on the outlet to eliminate the possibility of air entering the system when the pressure decreases or if a vacuum is drawn. The valves shall also be supplied with a 2 - inch bronze isolation shut-off ball valve. 2.09 SERVICE SADDLES A. Install service saddles for taps into 6 -inch and smaller ductile iron mains. Service pipe saddle shall fit to the maximum O.D. of the saddle's range. When the saddle is used on pipe to the minimum pipe size of the range, the saddle shall extend 180 degrees around the pipe. Straps shall have ends chamfered and be provided with Class 2 fit, National Coarse Threads. Valve gaskets shall be self-sealing neoprene. B. Saddles are listed in the MD-WASD Pre -Approved Products List Sheet 7.0. 2.10 SMALL PRESSURE REDUCING VALVES (AIR AND WATER) A. General: Small air and water pressure reducing valves shall be of the spring -loaded diaphragm type with a minimum pressure rating of 250 psi, with bronze body, nickel alloy or stainless steel seat, and threaded ends. Each valve shall be furnished with built-in or separate strainer and union ends. 2.11 GLOBE VALVES A. The globe valves for pipe 3 inches and smaller shall be handwheel operated, shall have ends threaded to American Tapered Pipe Thread (NPT) Standard, shall be designed for 150 -pound working pressure and shall be bronze body equal to Crane Company No. 1, Nibco Inc., or approved equal. 2.12 GATE VALVES (SMALL) A. Gate valves, smaller than 3 -inches in size, unless otherwise noted on the approved Plans, shall be minimum 125 psi, bronze body, double disc, rising stems with heavy duty bronze handwheels. Valve shall have a full bore able to allow passage of a drill of the nominal valve size and be used in place of a corp. stop for tapping the main. James Jones Co. Model J-372, Stockham, Bermaid or approved equal. Ends should be as shown or indicated on the Plans. Each valve shall open by turning the handwheel counterclockwise. Valves shall be designed for at least 125 psi working pressure. Valves with reduced bores or appreciably lighter in weight than those specified will not be acceptable. B. See Section 15120, "Gate Valves", for gate valves not specified above. 2.13 PRESSURE RELIEF VALVE A. The pressure relief valve shall maintain constant upstream pressure by by-passing or relieving excess pressure, and shall maintain close pressure limits without causing surges. It shall be adjustable with bronze body and stainless steel trim. Pressure relief valve shall be Cash -Acme type K-10, with a 5 to 75 psi adjustment range, Bell & Gossett, or approved equal. 15130 - 4 2.14 BACKFLOW PREVENTER VALVES A. General: Backflow preventers shall work on the reduced pressure principle. The shall consist of two (2) spring -loaded check valves, automatic differential pressure relief valve, drain valves and shut-off valves. The body material shall be bronze or cast iron for a working pressure of not less than 150 psi, with bronze or stainless steel trim. Drain lines with air gaps shall be provided. B. See MD-WASD Pre -Approved Products List for backflow prevention devices. PART 3 EXECUTION 3.01 GENERAL A. All valves shall be installed in accordance with provisions of Section 15100, "Valves, General." Care shall be taken that all valves in are well supported on each end of the valve. B. Installation of both manual and automatic air release valves shall be in accordance with the Standard Details. C. All valves shall be installed in accordance with the Standard Details and manufacturer's recommendations. D. All air and vacuum release valves installed in pump stations shall have piped outlets to the nearest acceptable drain, firmly supported, and installed in such a way as to avoid splashing and wetting of floors. END OF SECTION 15130 - 5 THIS PAGE LEFT INTENTIONALLY BLANK 15130 - 6 OPA-LOCKA 10/2022 SECTION 15330 FIRE HYDRANTS PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish and install approved fire hydrants and accessories in accordance with the requirements of this Section. B. Where a new larger main or mains are installed as a part of the work, existing fire hydrants fed by smaller mains shall be connected to the larger main to provide maximum fire flow capability. Such re -connection shall automatically be designed by the Engineer of Record and become part of the plans and project work unless otherwise permitted by the OWNER in writing. 1.02 QUALITY ASSURANCE A. Codes: Fire hydrants shall conform with the requirements of ANSI/AWWA Standard C502, "Dry Barrel Fire Hydrants" (latest edition), as modified herein; the Miami -Dade County Fire Flow Ordinance and the Miami -Dade County Fire Department. B. Manufacturer: The hydrants shall be the standard product of a manufacturing firm which has been engaged in the production of fire hydrants for a period of at least five years. 1.03 INFORMATION TO BE FURNISHED BY BIDDER The Contractor shall furnish four (4) sets of shop drawings for approval showing all the essential features including arrangement and descriptions of parts of the equipment offered. PART 2 - PRODUCTS 2.01 APPROVED HYDRANTS The fire hydrants shall be one (1) of the following models approved by the Miami -Dade County Fire Department: Model 1. A 423 Centurion 2. K81 -MD (per Kennedy Drawing No. 80783 MD, Rev. 05) 3. Medallion #F2545 4. 5-'/d' B -84-B 2.02 HYDRANT CHARACTERISTICS Manufacturer Mueller Company Kennedy Valve Clow Valve American -Darling Co. 15330 - 1 Project #19356 OPA-LOCKA 10/2022 The hydrants shall have the following features: A. All hydrants shall meet the flow requirements of Section 2-103.21(B), Metropolitan Dade County Code. A certification for compliance with this standard must be available if requested. B. Type of shutoff shall be compression type closing, with the line pressure, and a minimum 5- 1/4 -inch valve opening. C. Barrels - Upper barrel with breakaway -from -lower -barrel feature shall be designed with a breakable safety connection of the flange and collar bolt -connected type joining the two barrels together. Lower barrel shall be of the same material as the hydrant shoe (inlet connection), and shall be designed so that the barrel can be removed from the hydrant shoe when the shoe (and valve) are under pressure. The drain outlets normally provided shall be omitted. D. Main valve stem - Upper stem shall have breakaway -from -lower -stem feature. Top of the lower stem shall be below the top of the lower barrel to prevent a vehicle tire from depressing the stem and opening the valve, or damaging both lower stem and lower barrel. Stem and seat removal shall be easily accomplished from the upper part of the lower barrel or the upper barrel. E. Main valve seat ring shall be bronze threaded into a fixed bronze bushing and shall be equipped with upper and lower 0 -ring seals, the lower of which shall seal against the hydrant elbow. F. Sealed lubricant reservoir shall provide lubrication to all threaded and bearing surfaces automatically, and shall be located in the bonnet. All hydrants shall be supplied with factory pre -lubrication. G. Inlet connection - Side inlet, 6 -inch mechanical joint. H. Delivery classification - Two (2) hose and one (1) pump nozzle 18 inches above ground (bury line). I. Hose and pumper nozzles - Threaded, with 0 -ring seal, and the nozzle retained by stainless steel screws, or a left hand thread lug, slot and pipe plug lock system. Hose nozzle diameter shall be 2-1/2 inches, and threads shall be in accordance with American National Standard. Pumper nozzle (Dade County Standard) shall have 4 and ',4 -inch diameter threads conforming to American National Standard. J. Bury length shall be as shown on the Plans or specified elsewhere herein. 15330 - 2 Project #19356 OPA-LOCKA 10/2022 K. Operating and cap nuts Operating and cap nuts (Dade County Standard) shall be bronze to bronze, pentagonal, National Standard 1-1/2 inch point to flat, with operating nut weather cap. L. Stuffing box - 0 -ring pressure seal. M. Direction to open shall be counterclockwise. N. Markings - Hydrants shall be cast marked or outside design shall be such that visible identification can be made as to manufacturer model (type). In addition, all hydrants approved as a "special" or "modified" hydrant shall be cast marked "Dade County, Florida". O. Color shall be chrome yellow. P. Harnessing lugs and nozzle cap gaskets will not be required. Q. Nozzle cap chains will not be required on the "Dade County Standard" hydrants. 2.03 GUARD POST: See Section 15060, under "Pipe and Fittings: Galvanized Steel" PART 3 - EXECUTION 3.01 INSTALLATION A. Six-inch branch runs to the fire hydrant shall be constructed in accordance with all applicable portions of Section 15060 "Piping and Fittings", including making thrust resistant joints, installing 6 -inch gate valve, tie -rods, riser pipe and valve boxes. Where the distance of any branch run from the main shall be fifty feet or greater, it shall be constructed with 8 -inch diameter piping. B. New fire hydrants and branch runs shall be installed by the Contractor where shown on the Plans and in accordance with the Standard Details herein. Installation of a new fire hydrant shall include excavation, installation of the branch run, installation of the hydrant on the branch run, the concrete anchor at the hydrant elbow, protective concrete slab in non - sidewalk areas, replacing concrete sidewalk when in sidewalk area; steel posts filled with concrete, where required; plastic warning posts where required in FDOT right of way; backfilling and compaction. Fire hydrants shall be touched up or repainted with yellow paint, as specified, where necessary, and the same type of paint shall be used to paint the guard posts after treating the galvanized surface with a neutralizer. C. Some fire hydrants are factory lubricated, while others require lubrication after installation. The Contractor shall verify which type of hydrant has been furnished hereunder with the Engineer, and if required, shall lubricate each hydrant after its installation and prior to its operation. 15330 - 3 Project #19356 OPA-LOCKA 10/2022 D. Lubricating hydrants will be considered as incidental to the hydrant installation, and no extra compensation will be provided for this work. Where existing fire hydrants are removed they shall be cleaned and returned to the OWNER storage yard(s), as directed by the OWNER. E. Fire hydrants being retired shall be salvaged by excavating the entire hydrant assembly including the bottom shoe. Using caution so as not to damage any component of the hydrant assembly, remove the entire hydrant assembly including the shoe, carefully clean of any thrust block concrete, clean, load, transport, unload and store in a OWNER storage yard as directed by the Engineer. Fire hydrant feed mains shall be cut, plugged and thrust blocked if they are to remain connected to an active main line. Lines which are deactivated (ie not connected to an active main) shall be abandoned or removed as called for on the Plans. E. Unless otherwise objected by the local municipality or governing agency having jurisdiction over the work, the Contractor shall furnish and install concrete -filled steel guard post in accordance with the Standard Details. END OF SECTION 15330 - 4 Project #19356 APPENDIX A PERMIT DOCUMENTS Project 08/2020 02660 19-2777.9 THIS PAGE LEFT INTENTIONALLY BLANK Project 08/2020 02660 19-2777.9 e -Permitting Search: MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 09/23/2022 MUNICIPAL NO.2022-081599 FOLIO: 0821290000110 JOB SITE ADDRESS 12950 NW 42 AVE PROPOSED USE GOVERNMENT FACILITIES /WATERMAIN IMPROVEME LEGAL 29 52 41 2.813 AC M/L S330FT OF E421.33FT OF NE1/4 OF APPLICATION TYPE REPAIR 0 SQFT 1 UNITS 1 FLOORS OWNER NAME CITY OF OPA-LOCKA CONTRACTOR QUALIFIER PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0110 WATER MAIN DATE: 9/23/2022 PROCESS NUMBER: M2022015198 NEW *AMOUNT PAID 2549.08 FIRE 1000000 ALTERATIONS 2498.57 FIRE 1 WATER MAIN/SI 35.10 FRWK 1 1ST FIRE MINO 85.61 UBS1 1 BLDG 7.5% UPF 1.88 UPMU 25 UPFRONT FEE F 25.00 9/22/2022 10:32 YDENIS 302209220021 CENTRAL 2549.08 MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 09/23/2022 MUNICIPAL NO.2022-081599 PROCESS NO. M2022015198 FOLIO: 0821290000110 JOB SITE ADDRESS 12950 NW 42 AVE PROPOSED USE GOVERNMENT FACILITIES /WATERMAIN IMPROVEME REQUIRED INSPECTIONS INIT DATE FIRE 0110 WATER MAIN 200 FIRE HYDRANTS 209 FIRE FINAL MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 09/23/2022 MUNICIPAL NO.2022-081599 PROCESS NO. M2022015198 FOLIO: 0821290000110 JOB SITE ADDRESS 12950 NW 42 AVE PROPOSED USE GOVERNMENT FACILITIES /WATERMAIN IMPROVEME TO SCHEDULE A FIRE INSPECTION, PLEASE VISIT THE WEB AT WWW.MIAMIDADE.GOV/BUILDING OR WWW.MIAMIDADE.GOV/FIRE. YOU WILL NEED TO PROVIDE YOUR TEN DIGIT MUNICIPAL INSPECTION NUMBER AND INSPECTION TYPE. THE INSPECTION TYPE CAN BE FOUND ON YOUR INSPECTION REQUIREMENTS AND RECORDS CARD. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING AN INSPECTION, SCHEDULING A PRELIMINARY INSPECTION, OR LOAD BANK TEST INSPECTION, PLEASE CALL FIRE PREVENTION AT 786-331-4800. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING A PLAN REVIEW, PLEASE CALL FIRE ENGINEERING AT (786) 315-2771. **BE ADVISED THIS IS NOT A PERMIT. PERMIT IS TO BE ISSUED BY YOUR CORRESPONDING MUNICIPAL BUILDING DEPARTMENT. Back to Main Menu BLDG Home Page I BLDG Main Menu I BLDG Permit Menu 1 BLDG Plans Processing Menu I Inspection Types I Address Format Home I About I Phone Directory I Privacy. I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. Mission: To protect, promote & improve the health of ail people in Florida through integrated state, county & community efforts. HEALTH Vision: To be the Healthiest State in the Nation Ron DeSantis Govemor Joseph A. Ladapo, MD, PhD State Surgeon General October 31, 2022 Notification of Acceptance of Use of a General Permit Permittee: City of Opalocka Public Works & Utilities Attn: Airia Austin 12950 NW 42nd Avenue Opalocka, FL 33054 aaustin(a�opalockafl.dov Dear Mr. Austin: Permit Number: 131116-054-DSGP Date Issued: October 31, 2022 Expiration Date: October 30, 2027 Project Name: Miami Gardens Water Main Improvements WATER SUPPLIER: City of Opalocka PWS: 4131001 RER-DERM: 2022-00154 On October 17, 2022, the Florida Department of Health received a "Notice of Intent to Use the General Permit for Construction of Water Main Extensions for PWSs" [DEP No. 62-555.900(7)1, under the provisions of Rule 62-4.530 and Chapter 62-555, Florida Administrative Code (F.A.C.). The purpose of the project is replacement of existing Asbestos Cement Pipe (ACP). The proposed project consists of the installation of 5,565 Linear Feet of 8 -Inch PVC (C-900) Water Main, 212 Linear Feet of 8 -Inch Ductile Iron Pipe Water Main, 151 Linear Feet of 6 -Inch Ductile Iron Pipe Water Main, eight (8) fire hydrants, 116 single family service connections, and abandonment of existing AC pipe. In addition, 1,027 Linear Feet of 8 -Inch HDPE Water Main will be constructed by Pipe burst (not part of permit request) and water service pipes for commercial properties will be replaced (not part of permit request). The project area is bounded by NW 151st Street to the south, NW 37th Avenue to the west, NW 2nd Avenue to the east, and Biscayne Canal (C-8) to the north, Miami Gardens, FL 33054. Based upon the submitted Notice and accompanying documentation, this correspondence is being sent to advise that the Department does not object to the use of such general permit at this time. Please be advised that the permittee is required to abide by Rule 62-555.405, F.A.C., all applicable rules in Chapters 62-4, 62-550, 62-555, F.A.C., and the General Conditions for All General Drinking Water Permits (found in 62-4.540, F.A.C.). The permittee shall comply with all sampling requirements specific to this project. These requirements are attached for review and implementation. Pursuant to Rule 62-555.345, F.A.C., the permittee shall submit a certification of construction completion [DEP Form No. 62-555.900(9)1 to the Department and obtain approval, or clearance, from the Department before placing any water main extension constructed under this general permit into operation for any purpose other than disinfection or testing for leaks. Florida Department of Health Division of Environmental Health and Engineering Miami -Dade County 1725 NW 167th Street, Miami, FL 33056 PHONE: 3051623-3500 . FAX 305/623-3502 FloridaHealth.gov Accredited Health Department Public Health Accreditation Board Permit Number: 131116-054-DSGP Date Issued: 10/31/2022 Within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service in total by the Department, both the permittee and the proposed Permittee shall sign and submit an application for transfer of the permit using Form 62-555.900(8), F.A.C., with the appropriate fee. The permitted construction is not authorized past the 30 -day period unless the permit has been transferred. This permit will expire five years from the date of issuance. If the project has been started and not completed by that time, a new permit must be obtained before the expiration date in order to continue work on the project, per Rule 62-4.030, F.A.C. Sincerely, Samir Elmir, PE, PhD, CEHP Florida Department of Health in Miami -Dade County Division of Environmental Health and Engineering CC: Enrique Cuellar, RER-DERM, WE-Rev(@.miamidade.gov Mohammed Sharifuzzaman, P.E., H.W. Lochner, Inc., msharifuzzaman(a�hwlochner.com Permit Number: 131116-054-DSGP Date Issued: 10/31/2022 A Civil Penalty May Be Incurred if this project is placed into operation before obtaining a clearance from this office. Requirements for clearance upon completion of projects are as follows: 1) Clearance Form Submission of a fully completed Department of Environmental Protection (DEP) Form 62-555.900(9) Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation. 2) Record Drawings, if deviations were made Submission of the portion of record drawings showing deviations from the DEP construction permit, including preliminary design report or drawings and specifications, if there are any deviations from said permit (Note that it is necessary to submit a copy of only the portion of record drawings showing deviations and not a complete set of record drawings.). 3) Bacteriological Results Copies of satisfactory bacteriological analysis (a.k.a. Main Clearance), taken within sixty (60) days of completion of construction, from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62-555.315(6), 62-555.340, and 62-555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651-92, as follows: • Connection to an existing system • The end point of the proposed addition • Any water lines branching off a main extension • Every 1,200 feet on straight runs of pipe Each location shall be sampled on two consecutive days, with sample points and chlorine residual readings clearly indicated on the report. A sketch or description of all bacteriological sampling locations must also be provided. 4) Pressure Test Results Copy of satisfactory pressure test results demonstrating compliance with AWWA Standard requirements. 5) Asbestos Water Samples Results Collect asbestos water samples before and after the water main replacement (upstream and downstream) and provide Asbestos water samples results. Application Number*: 2022005430 Search 0 Application Details Application Number 2022005430 Type DR Created on 5/6/2022 5:32:14 PM Status Closed Job Address(es) NW 33RD CT AND NW 151ST ST BETWEEN AND NW 33RD CT AND NW 151ST ST BETWEEN AND NW 32ND AVE AND NW 151ST ST BETWEEN AND Company Information NW 151ST STAND NW 32ND AVE BETWEEN NW 33RD CT AND Name H.W. Lochner, Inc. Address 8750 NW 36th Street, Suite 360 City Miami State FL Zip 33178 Phone 3055039873 Email msharifuzzaman@hwlochner.com Alternate Address City State Zip Alternate Phone Alternate Email Contact Name MOHAMMED SHARIFUZZAMAN Alternate Contact Name Project Name: Miami Gardens Water Main Improvements Work Information: Water Utility Improvements along NW 151st ST (Miami Gardens)(NW 151st ST - County Road) Revision Log Date Name Action Approval from Comments Approval Round #: 1 Date Name Action 5/9/2022 GARCIA, JOSE Disapproved 10:22:28 AM L Approval from Comments PERMIT OFFICE SECTION Approval Round #: 2 5/12/2022 GARCIA, JOSE Disapproved 11:31:56 AM L PERMIT OFFICE SECTION Approval Round #: 3 6/20/2022 GONZALEZ, Approved as 1:05:52 PM HORACIO Noted 6/10/2022 GARCIA, JOSE Approved as 9:51:18 AM L Noted Pavement Moratorium Review PERMIT OFFICE SECTION Need to upload Water & Sewer plans and PW application .(Design Review application). -Need to upload PW permit application .(Design Review application). (See attachment) restoration per r21.1 RESTORATION PER R-21.1 Q Inspection Results No Inspections Scheduled. 0 MOT Schedule No MOTs Scheduled. © 2019 Miami -Dade County. All rights reserved. Miami Gardens 18605 NW 27 Avenue Miami Gardens, FL 33056 Permit NO. ENGR-2022-001161 Permit IVR Number. 100152 Type: Engineering Workc/ass: Sitework Permit Status: Issued Issue Date: 12/29/2022 Expires: 06/27/2023 POST ON SITE Owner's Name: CITY OF OPA-LOCKA Job Address: Owner's Phone: Total Square Feet: 69,900 Total Job Valuation: $1,000,000.00 Description: The project scope of work includes construction of 5,565 LF of 8" PVC (C-900) water main, 1,027 LF of 8" HDPE water main, 212 LF of 8" DIP water main, 151 LF of 6" DIP water main, 8 Fire Hydrants, 116 single family residential service connections, replacement of commercial single/double/multi water services, relocation of water services from rear lot easements to front road right-of-way, abandonment of existing ACP pipe and pavement restoration Inspection Scheduling Code Inspections requested after 3pm will be scheduled the second business day. Engineering Inspections, please use phone request line:(305) 622-8044. Page 1 of 1 CONTRACTOR'S PRICING PROPOSAL The CONTRACTOR offers the following for providing all labor, materials, equipment, etc. to complete Miami Gardens Water Main Improvements project in accordance with the contract documents. Item Description of Item UOM Qty Price 1.01 General Requirements LS 1 1.02 Mobilization and Demobilization (3% Max.) LS 1 1.03 Maintenance of Traffic (2% Max.) LS 1 1.04 Prevention, Control and Abatement of Erosion and Water Pollution LS 1 1.05 Clearing & Grubbing, Demolition, Removal & Disposal LS 1 1.06 Water Main, Water Services, Potable Water Systems LS 1 1.07 Permit Fee and Owner's Contingency Allowance AL 1 150,000.00 Grand Total (Items 1.01 thru 1.07) Grand Total (Written in words) Name of CONTRACTOR Signature Title Date CONTRACTOR'S PRICING PROPOSAL CONTINUED Unit Price Schedule The CONTRACTOR is to provide unit prices for the following Work contained in the Contract Documents which may be added or deleted at the discretion of the Owner. Item Description Unit Unit Price 1 Furnish and Install 8" PVC (C-900) water main w/fittings and all restoration work LF 2 Furnish and Install 8" DIP water main w/fittings and all restoration work LF 3 Furnish and Install 6" DIP water main w/fittings and all restoration work LF 4 Pipe Bursting, Furnish and Install 8" HDPE water main w/fittings and all restoration work LF 5 Furnish and Install Fire Hydrants w/fittings and all restoration work EA 6 Furnish and Install 8" Gate Valves, valve box and all restoration work EA 7 Furnish and Install 6" Gate Valves, valve box and all restoration work EA 8 Furnish and Install 1" HDPE water service with fittings and meter boxes and all restoration work LF 9 Furnish and Install 2" HDPE water service with fittings and 3" casing pipe and all restoration work LF 10 Furnish labor, equipment, and materials as necessary to design, permitting and construct water service relocations from rear lots to front locations (see detail on Sheet 19) and all restoration work EA 11 Furnish and installation of reinforced concrete Curb (3000 PSI, Class I), Type 'D' curb, Valley Gutter, Type F curb and Gutter LF 12 Furnish labor, equipment, and materials to furnish and install concrete sidewalk, Base and Subgrade per Details and Specifications SY 13 Removal/demolition of existing sidewalk and disposal SY 14 Furnish labor, equipment, and materials to furnish and install concrete pavers, brick pavers systems w/Base and Subgrade per Details and Specifications SY 16 17 Name of CONTRACTOR Signature Title Date CITY OF OPA-LOCKA NORTHERN DISTRICT WATER DISTRIBUTION IMPROVEMENTS WITHIN THE CITY AGREEMENT THIS IS AN AGREEMENT, dated the day of , 2024, between: THE CITY OF OPA-LOCKA, a Florida municipal corporation, hereinafter "CITY" and SAFA CONSTRUCTION, LLC., a Florida Limited Liability Company, hereinafter "CONTRACTOR." WITNESSETH: In consideration of the mutual terms and conditions, promises, covenants, and payments hereinafter set forth, CITY and CONTRACTOR agree as follows: ARTICLE 1 PREAMBLE In order to establish the background, context and form of reference for this Agreement and to generally express the objectives, and intentions, of the respective parties herein, the following statements, representations and explanations shall be accepted as predicates for the undertakings and commitments included within the provisions which follow and may be relied upon by the parties as essential elements of the mutual considerations upon which this Agreement is based. 1.1 CITY is in need of a CONTRACTOR to provide the services for the Northern District Water Distribution Improvements, within the City. 1.2 CONTRACTOR has a strong commitment to provide the services with the necessary experience, qualifications, references, resources, approach and price proposal. 1.3 CITY issued RFP NO. 24-0108200 ("RFP"), seeking a professional company with the knowledge and ability to perform the services sought. 1.4 At its meeting of, February 15, 2024, the CITY evaluated CONTRACTOR to perform the services needed to execute Northern District Water Distribution Improvements within the City and the City Commission selected CONTRACTOR to perform the needed work. ARTICLE 2 SCOPE OF WORK 2.1 CONTRACTOR shall furnish all the materials, tools, supplies, and labor necessary to perform all of the work described in the Request for Qualifications RFP 24-0108200, a copy of which is attached hereto and specifically made a part of this Agreement as Exhibit "A", and the Scope of Services attached hereto as Exhibit "B". 2.2 CONTRACTOR shall abide by all specifications outlined in RFP 24-0108200. 2.3 CONTRACTOR hereby represents to CITY, with full knowledge that CITY is relying upon these representations when entering into this Agreement with CONTRACTOR, and that CONTRACTOR has the professional expertise, experience and manpower to perform the services to be provided by CONTRACTOR as set forth in CONTRACTOR's response to RFP. 2.4 CONTRACTOR assumes professional and technical responsibility for performance of its services to be provided hereunder in accordance with applicable recognized professional standards and relevant Florida Statutes. ARTICLE 3 COMMENCEMENT OF SERVICES 3.1 The CONTRACTOR shall commence work as directed by CITY upon the effective date this Agreement is executed by both parties. ARTICLE 4 COMPENSATION 4.1 CONTRACTOR will perform the Northern District Water Distribution Improvements services within the City, at a total cost to City of Three Hundred Ninety -Seven Thousand Dollars ($397,000.00) . 4.2 CONTRACTOR shall be solely responsible for and shall provide for the payment of workers compensation insurance coverage (with statutory limits and Employer's Liability coverage with limits not less than One Hundred Thousand Dollars ($100,000) (Including Policy Number and Policy Period) and premium, and all other insurance pursuant to Article 5 below, withholding taxes, FICA, pension and profit-sharing contributions, retirement contributions, if any, all remunerations; all labor contract compliance, and all other charges, fees, permits and expenses associated with the employment of such personnel provided by CONTRACTOR hereunder. CITY shall bear no responsibility for any such charge, fees, permits or expenses associated with the employment of such personnel by CONTRACTOR. 4.3 Payment to CONTRACTOR for all tasks and charges under this Agreement shall be based on the following conditions: A. Disbursements. There are no reimbursable expenses associated with this Agreement. B. Payment Schedule. Invoices received from CONTRACTOR pursuant to this Agreement will be reviewed by the appropriate financial staff. If services have been rendered in conformity with the Agreement, the invoice will be sent to the City of Opa-locka's Finance Department for payment and may need to be subsequently approved by the State of Florida. C. Availability of Funds. CITY's performance and obligation to pay under this Agreement is contingent upon an annual appropriation from the CITY. 4.4 The making and acceptance of the final payment shall constitute a waiver of all claims by the CITY. It shall also constitute a waiver of all claims by the CONTRACTOR, except those previously made and still unsettled. ARTICLE 5 CONTRACTOR'S LIABILITY INSURANCE 5.1 The CONTRACTOR shall not commence work under this contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the CITY nor shall the CONTRACTOR allow any Subcontractor to commence work on his sub- contract until all similar such insurance required of the subcontractor has been obtained and approved. 5.2 Certificates of insurance, reflecting evidence of the required insurance, shall be filed with the CITY prior to the commencement of the work. These Certificates shall contain a provision that coverage afforded under these policies will not be canceled until at least thirty days (30) prior written notice has been given to the CITY. Policies shall be issued by companies authorized to do business under the laws of the State of Florida. 5.3 Insurance shall be in force until all work required to be performed under the terms of the Contract is satisfactorily completed as evidenced by the formal acceptance by the CITY. In the event the insurance certificate provided indicates that the insurance shall terminate and lapse during the period of this contract, then in that event, the CONTRACTOR shall furnish, at least thirty (30) days prior to the expiration of the date of such insurance, a renewed certificate of insurance as proof that equal and like coverage for the balance of the period of the contract and extension thereunder is in effect. The CONTRACTOR shall not continue to work pursuant to this contract unless all required insurance remains in full force and effect. 5.4 Comprehensive General Liability insurance to cover bodily injury liability and property damage liability with minimum limits of One Million Dollars ($1,000,000.00) per occurrences. Exposures to be covered are: • Premises and Operation • Products/Completed Operations • Broad Form Property Damages • Broad Form Contractual Coverage applicable to this specific Agreement, including any hold harmless and/or indemnification agreement. • Personal Injury Coverage with Employee and Contractual Exclusions removed, with minim limits of coverage equal to those required for Bodily Injury Liability and Property Damage Liability. Business Automobile Liability with minimum limits of One Million dollars ($1,000,000.00) per occurrence, combined single limit for Bodily Injury Liability and Property Damage Liability. Coverage must be afforded on a form no more restrictive than the latest edition of the Business Automobile Liability policy, without restrictive endorsements, and must include: • Owned vehicles • Hired and Non -Owned Vehicles • Employers' Non -Ownership. 5.5 The CONTRACTOR shall hold the CITY, the City of Opa-Locka their agents, and employees, harmless on account of claims for damages to persons, property or premises arising out of the operations to complete this Agreement and name the CITY as an additional insured under their policy. 5.6 The CITY reserves the right to require any other insurance coverage it deems necessary depending upon the exposures. ARTICLE 6 PROTECTION OF PROPERTY 6.1 At all times during the performance of this Contract, the CONTRACTOR shall protect the CITY's property and properties adjoining the Project site from all damage whatsoever on account of the work being carried on pursuant to this Agreement. ARTICLE 7 CONTRACTOR'S INDEMNIFICATION 7.1 The CONTRACTOR agrees to release the CITY from and against any and all liability and responsibility in connection with the above -mentioned matters. The CONTRACTOR further agrees not to sue or seek any money or damages from CITY in connection with the above -mentioned matters, except in the event that the CITY fails to pay to CONTRACTOR the fees and costs as provided for in Article 4 herein. 7.2 The CONTRACTOR agrees to indemnify and hold harmless the CITY, its trustees, elected and appointed officers, agents, servants and employees, from and against any and all claims, demands, or causes of action of whatsoever kind or nature, and the resulting losses, costs, expenses, reasonable attorneys' fees, liabilities, damages, orders, judgments, or decrees, sustained by the CITY or any third party arising out of, or by reason of, or resulting from the CONTRACTOR's negligent acts, errors, or omissions. 7.3 If a court of competent jurisdiction holds the CITY liable for certain tortuous acts of its agents, officers, or employees, such liability shall be limited to the extent and limit provided in 768.28, Florida Statutes. This provision shall not be construed as a waiver of any right or defense that the CITY may possess. The CITY specifically reserves all rights as against all claims that may be brought. ARTICLE 8 INDEPENDENT CONTRACTOR 8.1 This Agreement does not create an employee/employer relationship between the parties. It is the intent of the parties that the CONTRACTOR is an independent contractor under this Agreement and not the CITY's employee for all purposes, including but not limited to, the application of the Fair Labor Standards Act minimum wage and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the provisions of the Internal Revenue Code, the State Workers Compensation Act, and the State unemployment insurance law. The CONTRACTOR shall retain sole and absolute discretion in the judgment of the manner and means of carrying out the CONTRACTOR's activities and responsibilities hereunder provided. This Agreement shall not be construed as creating any joint employment relationship between the CONTRACTOR and the CITY and the CITY will not be liable for any obligation incurred by CONTRACTOR, including but not limited to unpaid minimum wages and/or overtime premiums. ARTICLE 9 CONTRACT BOND 9.1 The Contractor is required to furnish a Performance Bond and Payment Bond, each, in the amount of 100% of the total BID Price, including alternates if any, with the City of Opa-locka as the obligee, as security for the faithful performance of the contract and for the payment of all persons performing labor or furnishing materials in connection herewith. The bonds shall be with a surety company authorized to do business in the State of Florida. ARTICLE 10 CHANGES TO SCOPE OF WORK AND ADDITIONAL WORK 10.1 CITY or CONTRACTOR may request changes that would increase, decrease or otherwise modify the Scope of Services/Basic Services to be provided under this Agreement as described in Article 2 of this Agreement. Such changes or additional services must be in accordance with a written amendment, executed by the parties hereto, with the same formality and with equality and dignity prior to any deviation from the terms of this Agreement, including the initiation of any additional or extra work. Each amendment shall at a minimum include the following information on each project: PROJECT NAME PROJECT DESCRIPTION ESTIMATED PROJECT COST ESTIMATED COST FOR ADDITION OR CHANGE TO PROJECT CONTRACT ESTIMATED PROJECT COMPLETION DATE 10.2 In no event will the CONTRACTOR be compensated for any work which has not been described in a separate written agreement executed by the parties hereto. ARTICLE 11 TERM AND TERMINATION 11.1 This Agreement shall commence upon execution of this Agreement and shall be effective for one year. 11.2 This Agreement may be terminated by either party for cause, or the CITY for convenience, upon thirty (30) days written notice by the CITY to CONTRACTOR in which event the CONTRACTOR shall be paid its compensation for services performed to termination date. In the event that the CONTRACTOR abandons this Agreement or causes it to be terminated, he shall indemnify the CITY against any loss pertaining to this termination up to a maximum of the full contracted fee amount. All finished or unfinished documents, data, studies, plans, surveys, and reports prepared by CONTRACTOR shall become the property of CITY and shall be delivered by CONTRACTOR to CITY. ARTICLE 12 CONTRACT DOCUMENTS 12.1 CONTRACTOR and CITY hereby agree that the following Specification and Contract Documents, which are attached hereto and made a part thereof, are fully incorporated herein and made a part of this Agreement, as if written herein word for word: this Agreement; RFP 24- 0108200, Exhibit "A", and the CONTRACTOR's Response to RFP, attached hereto as Exhibit "B". ARTICLE 13 MISCELLANEOUS 13.1 Legal Representation. It is acknowledged that each party to this Agreement had the opportunity to be represented by counsel in the preparation of this Agreement and, accordingly, the rule that a contract shall be interpreted strictly against the party preparing same shall not apply due to the joint contribution of both parties. 13.2 Assignments. This Agreement, or any interest herein, shall not be assigned, transferred or otherwise encumbered, under any circumstances, by CONTRACTOR without the prior written consent of CITY. For purposes of this Agreement, any change of ownership of CONTRACTOR shall constitute an assignment which requires CITY approval. However, this Agreement shall run to the CITY and its successors and assigns. 13.3 Records. CONTRACTOR shall keep books and records and require any and all subcontractors to keep books and records as may be necessary in order to record complete and correct entries as to personnel hours charged to this engagement, and any expenses for which CONTRACTOR expects to be reimbursed, if applicable. Such books and records will be available at all reasonable times for examination and audit by CITY and shall be kept for a period of three (3) years after the completion of all work to be performed pursuant to this Agreement. Incomplete or incorrect entries in such books and records will be grounds for disallowance by CITY of any fees or expenses based upon such entries. CITY is a public agency subject to Chapter 119, Florida Statutes. To the extent CONTRACTOR is acting on behalf of CITY pursuant to Section 119.0701, Florida Statutes, CONTRACTOR shall: a. Keep and maintain public records that ordinarily and necessarily would be required to be kept and maintained by CITY were CITY performing the services under this agreement; b. Provide the public with access to such public records on the same terms and conditions that the County would provide the records and at a cost that does not exceed that provided in Chapter 119, Florida Statutes, or as otherwise provided by law; c. Ensure that public records that are exempt or that are confidential and exempt from public record requirements are not disclosed except as authorized by law; and d. Meet all requirements for retaining public records and transfer to CITY, at no cost, all public records in possession of the CONTRACTOR upon termination of this Agreement and destroy any duplicate public records that are exempt or confidential and exempt. All records stored electronically must be provided to the CITY. e. IF CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT (305) 953-2800, email: ifloresAOpalockafl.gov OR BY MAIL: City of Opa-Iocka — City Clerk's Office, 780 Fisherman Street, Opa-Locka, FL 33054. 13.4 Ownership of Documents. Reports, surveys, plans, studies and other data provided in connection with this Agreement are and shall remain the property of CITY. 13.5 No Contingent Fees. CONTRACTOR warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the CONTRACTOR, to solicit or secure this Agreement, and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONTRACTOR, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this provision, the CITY shall have the right to terminate the Agreement without liability at its discretion, to deduct from the contract price, or otherwise recover the full amount of such fee, commission, percentage, gift or consideration. 7 13.6 Notice. Whenever any party desires to give notice unto any other party, it must be given by written notice, sent by registered United States mail or national delivery service with verified confirmation. If by mail, with return receipt requested, addressed to the party for whom it is intended and the remaining party, at the places last specified, and the places for giving of notice shall remain such until they shall have been changed by written notice in compliance with the provisions of this section. For the present, the CONTRACTOR and the CITY designate the following as the respective places for giving of notice: CITY: Copy To: Contractor: Darvin Williams, Interim City Manager City of Opa-locka Municipal Complex 780 Fisherman Street, Fourth Floor Opa-locka, FL 33054 Burnadette Norris -Weeks, City Attorney Burnadette Norris -Weeks, P.A. 401 North Avenue of the Arts Fort Lauderdale, Florida 33311 MD Shahinur Rahman Safa Construction, LLC. 11186 SW 17TH MNR DAVIE, FL 33324 13.7 Binding Authority. Each person signing this Agreement on behalf of either party individually warrants that he or she has full legal power to execute this Agreement on behalf of the party for whom he or she is signing, and to bind and obligate such party with respect to all provisions contained in this Agreement. 13.8 Exhibits. Each Exhibit referred to in this Agreement forms an essential part of this Agreement. The exhibits if not physically attached should be treated as part of this Agreement and are incorporated herein by reference. 13.9 Headings. Headings herein are for convenience of reference only and shall not be considered on any interpretation of this Agreement. 13.10 Severability. If any provision of this Agreement or application thereof to any person or situation shall, to any extent, be held invalid or unenforceable, the remainder of this Agreement, and the application of such provisions to persons or situations other than those as to which it shall have been held invalid or unenforceable shall not be affected thereby, and shall continue in full force and effect, and be enforced to the fullest extent permitted by law. 13.11 Governing Law. This Agreement shall be governed by the laws of the State of Florida with venue lying in Miami -Dade County, Florida. 13.12 Disputes. Any claim, objection, or dispute arising out of the terms of this Agreement shall be litigated in the Eleventh Judicial Circuit Court in and for Miami - 8 Dade County. 13.13 Attorney's Fees. To the extent authorized by law, in the event that either party brings suit for enforcement of this Agreement, the prevailing party shall be entitled to attorney's fees and court costs in addition to any other remedy afforded by law. 13.14 Extent of Agreement. This Agreement together with Contract Documents, attached as an Exhibit hereto, as amended herein above represents the entire and integrated agreement between the CITY and the CONTRACTOR and supersedes all prior negotiations, representations or agreements, either written or oral. 13.15 Waiver. Failure of the CITY to insist upon strict performance of any provision or condition of this Agreement, or to execute any right therein contained, shall not be construed as a waiver or relinquishment for the future of any such provision, condition, or right, but the same shall remain in full force and effect. 13.16 E -Verify. In accordance with Florida Statutes §448.095, the Contractor, prior to commencement of services or payment by the City, will provide to the City proof of participation/enrollment in the E -Verify system of the Department of Homeland Security. Evidence of participation/enrollment will be a printout of the Company's "Company Profile" page from the E -verify system. Failure to be continually enrolled and participating in the E -Verify program will be a breach of contract which will be grounds for immediate termination of the contract by the City. The Contractor will not hire any employee who has not been vetted through E -Verify. The Contractor may not subcontract any work for the City to any subcontractor that has not provided an affidavit stating that the subcontractor does not employ, contract with or subcontract with an unauthorized alien. 13.17 Scrutinized Companies. Contractor hereby certifies that it: a) has not been placed on the Scrutinized Companies that Boycott Israel List, nor is engaged in a boycott of Israel; b) has not been placed on the Scrutinized Companies with Activities in Sudan List nor the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; and c) has not been engaged in business operations in Cuba or Syria. If City determined that Contractor has falsely certified facts under this paragraph or if Contractor is found to have been placed on the Scrutinized Companies Lists or is engaged in a boycott of Israel after the execution of this Agreement, City will have all rights and remedies to terminate this Agreement consistent with Section 287.135, Florida Statutes, as amended. The City reserves all rights to waive the certifications required by this paragraph on a case -by -case exception basis pursuant to Section 287.135, Florida Statutes, as amended. City reserves all rights to waive the certifications required by this paragraph on a case -by - case exception basis pursuant to Section 287.135, Florida Statutes, as amended. Contractor shall not enter into a contract with an entity which would give access to an individual's personal identifying information if: (1) the entity is owned by the government of a foreign country of concern; (2) the government of a foreign country of concern has a controlling interest in the entity; or (3) the entity is organized under the laws or has its principal place of business in a foreign country of concern Section 287.138(2) (a) -(c), Fla. Stat. (2023), under Chapter 2023-33, Laws of Florida. 9 IN WITNESS OF THE FOREGOING, the parties have set their hands and seals the day and year first written above. City of Opa-Locka ATTEST: BY: Joanna Flores City Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: Burnadette Norris -Weeks, City Attorney 10 Darvin Williams Interim City Manager CONTRACTOR WITNESSES: BY: MD Shahinur Rahman, Manager Safa Construction, LLC., a Florida For Profit Corporation 11 ATTEST: SECRETARY STATE OF FLORIDA ) ) SS: COUNTY OF MIAMI-DADE) BEFORE ME, an officer duly authorized by law to administer oaths and take acknowledgments, personally appeared as , of a Florida corporation, and acknowledged executed the foregoing Agreement as the proper official of , for the use and purposes mentioned in it and affixed the official seal of the corporation, and that the instrument is the act and deed of that corporation. IN WITNESS OF THE FOREGOING, I have set my hand and official seal at in the State and County aforesaid on this day of . 2024. NOTARY PUBLIC My Commission Expires: 12