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HomeMy Public PortalAboutORD15285 SUBSTITUTE BILL NO. 2014-28 SPONSORED BY COUNCILMAN Scrivner ORDINANCE NO. 1 .5- 245- AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN ACTUAL COST UTILITY AGREEMENT WITH THE MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The Mayor and City Clerk are hereby authorized and directed to execute an Actual Cost Utility Agreement with the Missouri Highways and Transportation Commission related to the Highway 50/63 and Lafayette Street Interchange, Job No. J5P0820D. Section 2. The agreement shall be substantially the same in form and content as that agreement attached hereto. Section 3. This Ordinance shall be in full force and effect from and after the date of its passage and approval. / Passed: 761 1 Approved: 7/)( / 7 Presiding Offic- r Mayor ATTEST::'`' APPROVED AS TO FORM: 77-40 City,Cle '-iCounselor City P AICTIAI A1r1TCC 1. THE LOCATION AND EXTENT OF EXISTING UNDERGROUND AND OTHER UTILITIES SHOWN ON THESE DRAWINGS MAY NOT BE TOTALLY ACCURATE OR ALL INCLUSIVE. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND RESTORE ALL EXISTING UTILITIES ENCOUNTERED ON THIS PROJECT, CONTRACTOR IS TO BE AWARE THAT SOME UTILITIES DO NOT PARTICIPATE IN THE MISSOURI "ONE CALL" SYSTEM. THESE UTILITIES WILL NEED TO BE CONTACTED INDMDUALLY. ALL RESTORATIONS AND REPAIRS TO ANY PUBLIC OR PRIVATE PROPERTIES DISTURBED DURING THIS PROJECT SHALL BE MADE AT THE EXPENSE OF THE CONTRACTOR. MISSOURI ONE CALL: 1 -800 -DIG -RITE 2. ALL SEWER PIPE AND MANHOLES SHALL MEET JEFFERSON CITY STANDARD SPECIFICATIONS AND DETAILS. ALL TRENCH AND BACKFILL SHALL MEET JEFFERSON CITY STANDARD SPECIFICATIONS AND DETAILS. ALL BASE AGGREGATE, CONCRETE PAVEMENT, AND ASPHALT PAVEMENT SHALL MEET JEFFERSON CITY STANDARD SPECIFICATIONS AND DETAILS. ALL OTHER ITEMS OF THE PROJECT ARE COVERED BY THE TECHNICAL SPECIFICATIONS AND DETAILS OF THE PROJECT MANUAL AND CONSTRUCTION PLAN DETAILS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND EXPENSES OF ANY DAMAGE TO EXISTING FACILITIES CAUSED BY HIS CONSTRUCTION. ALL STRUCTURES,FENCES, PAVEMENT, DRIVEWAYS, AND OTHER IMPROVEMENTS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY THE CONTRACTOR TO THE CONDITION EQUAL OR BETTER THAN PRE -CONSTRUCTION CONDITION. 4. TREES AND LANDSCAPING NOT SPECIFIED TO BE REMOVED SHALL BE PROTECTED AS NECESSARY. CONTRACTOR SHALL INFORM ALL PROPERTY OWNERS OF POTENTIAL PROPERTY DAMAGE AND SEEK REMEDIES AS INSTRUCTED BY THE CITY OF JEFFERSON. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL LANDSCAPED AREAS DISTURBED BY HIS OPERATIONS. SEEDING AND FERTILIZATION SHALL BE DONE IN ACCORDANCE WITH THE CITY OF JEFFERSON, TECHNICAL STREET SPECIFICATIONS, TS -9. 6. CONTRACTOR SHALL REMOVE AND REPLACE FENCES AND OTHER OBSTRUCTIONS AS SHOWN ON PLANS. THIS WORK SHALL BE INCIDENTAL TO OTHER WORK. PROPERTY OWNERS SHALL BE NOTIFIED OF ALL MAJOR MODIFICATIONS, TEMPORARY OR PERMANENT, ASA RESULT OF PERFORMING THE WORK OF THIS CONTRACT AT LEAST 48 HOURS IN ADVANCE OF MODIFICATIONS. T THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK AT ANYTIME FOR THE OWNER, ENGINEER, AND STATE/FEDERAL/LOCAL OFFICIALS. 8. IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STATUTES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS RELATED TO SAFETY AT THIS JOB SITE. THIS RESPONSIBILITY FOR THE SAFETY OF PERSONS AND PROPERTY WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS. 9. THE CONTRACTOR IS TO IMPLEMENT ALL NECESSARY EROSION CONTROL METHODS. BEST MANAGEMENT PRACTICES FOR EROSION CONTROL MAY INCLUDE, BUT ARE NOT LIMITED TO, THE INSTALLATION OF DIKES, SILT FENCES, AND THE RE-ESTABLISHMENT OF VEGETATION. THE LOCATIONS AND EXTENTS EROSION CONTROL SHOWN ON THE PLANS ARE THE MINIMUM REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST THE LOCATIONS OR ADD TO THE NUMBER OF ROCK DITCH CHECKS AND LENGTH OF SILT FENCE TO MAINTAIN EROSION CONTROL. 10. CONSTRUCTION PROGRESS OBSERVATIONS CONDUCTED BY THE OWNER AND ENGINEER ARE TO REVIEW THE CONTRACTOR'S COMPLIANCE WITH THESE PLANS AND RELATED SPECIFICATIONS. SUCH OBSERVATIONS ARE NOT TO DETERMINE THE ADEQUACY OF THE CONTRACTOR'S SAFETY PROCEDURES. 11. NO BYPASSING OF WASTEWATER IS ALLOWED. THE CONTRACTOR IS TO INCLUDE IN THE BID THE COST OF TEMPORARY PUMPING AS NEEDED. NO OVERNIGHT PUMPING WILL BE ALLOWED UNLESS MANNED FULL TIME. NO EXTRA PAYMENT FOR PUMPING WASTEWATER WILL BE PROVIDED. 12. CONTRACTOR SHALL FIELD VERIFY EXISTING SERVICE CONNECTIONS TO EXISTING HOMES. CONTRACTOR SHALL ENSURE ALL EXISTING SERVICE CONNECTIONS REMAIN IN SERVICE THROUGH THE DURATION OF THE PROJECT. 13. A GEOTECHNICAL INVESTIGATION WAS PERFORMED TO DETERMINE APPROXIMATE BEDROCK ELEVATIONS ALONG THE PROPOSED SEWER ALIGNMENT. THE APPROXIMATE ROCK ELEVATIONS SHOWN ARE FOR DETERMINATION OF AN APPROXIMATE BID QUANTITY, AND THEY DO NOT REPRESENT THE ACTUAL QUANTITY OF ROCK EXCAVATION THAT WILL BE PAID. DUE TO THE NATURE OF BEDROCK, IT IS EXPECTED THAT ROCK ELEVATIONS ARE - VARIABLE BETWEEN BORINGS. THE ROCK ELEVATIONS MAY NOT BE ACCURATE OR EXACT, AND CHANGE ORDERS THAT REFERENCE THE PROVIDED ROCK Z INFORMATION WILL NOT BE APPROVED. ROCK EXCAVATION WILL BE PAID BY THE CUBIC YARD OF INTACT BEDROCK REMOVED AT THE BID PRICE FOR ROCK EXCAVATION. SEE TRENCH DETAIL ON THIS SHEET FOR ROCK EXCAVATION PAY WIDTHS. 14. CONTRACTOR IS RESPONSIBLE FOR STAKING PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS. 15. LOCATIONS OF SERVICE LATERALS ARE SHOWN BASED ON BEST AVAILABLE INFORMATION PROVIDED TO THE ENGINEER. LATERALS SHALL BE FIELD VERIFIED BY THE CONTRACTOR WHETHER OR NOT THE LATERAL IS LIVE. ALL DEAD LATERALS SHALL BE CAPPED AND LIVE LATERALS SHALL BE CONNECTED INTO ADJACENT SEWER MAIN. THE CONTRACTOR SHALL COORDINATE WITH JEFF WANKUM, COLLECTIONS SYSTEM SUPERINTENDENT, AT (573)291-8284 THROUGHOUT CONSTRUCTION TO DETERMINE WHICH LATERALS ARE LIVE AND WHICH ARE DEAD. THIS COORDINATION IS INCIDENTAL " TO THE SEWER LINE INSTALLATION AND WILL NOT BE PAID SEPARATELY. i 16. ALL EXCAVATION, EXCLUDING INTACT ROCK, SHALL BE CONSIDERED TO BE INCLUDED IN THE UNIT PRICE FOR ALL SANITARY SEWER PIPE ITEMS PER 3 LINEAR FOOT. INTACT ROCK IS DEFINED AS MATERIAL THAT REQUIRES A HYDRAULIC ROCK HAMMER MOUNTED ON A TRACKHOE. EXCAVATION THAT IS ACCOMPLISHED WITH A CONVENTIONAL TRACKHOE BUCKET WILL NOT BE CLASSIFIED AS ROCK EXCAVATION. BLASTING IS NOT ALLOWED ON THIS PROJECT. THE MAXIMUM PAY WIDTH FOR ROCK EXCAVATION SHALL BE A TRENCH WIDTH OF I.D. + 30 INCHES (VERTICAL WALLS). THE DEPTH OF EXCAVATION WILL BE DEFINED AS THE DISTANCE FROM BOTTOM OF PIPE BEDDING COURSE TO THE TOP OF THE INTACT BEDROCK SURFACE. THE INTACT BEDROCK IS DEFINED AS MATERIAL THAT REQUIRES A HYDRAULIC ROCK HAMMER MOUNTED TO A TRACKHOE. 17. CONTRACTOR SHALL FOLLOW THE ROADWAY EROSION CONTROL PLANS FOR ALL SANITARY SEWER WORK. 18. ALLSIDEWALK CONSTRUCTION MUST BE ADA COMPLIANT. NON ADA CONSTRUCTION MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE EXHIBIT A PMof �ad __ DO NOT REPLACE CURBS I n +] AND SIDEWALKS THAT ARE REMOVED I 2.50'17.50' .50' 2.00% 2.00% �x.�� '� �� ' »•, ^'411.-c 5 rsN. 6" N24. - oP 4" MIN. (EARTH 6- MIN. (ROCK .EXCAVATION) TYPICAL PIPE EMBEDMENT R L.P -C,M P V,C P... P'.V.C. GRADATION f GMM BEDDING ... E, AL1. TRENCHES UNDER PAVED MATERIAL ASTM 5'sAN0AR0 C33 SUR> =CES SHAL_ BE BROUGHT TO -e,cw 'a_>E .$ vasyslc THE L_VEL OF TFE SUBGR 0E WIH PASSING 3' 4` 40Eii SS GRANULAR MATERIAL. UNI 1 2 _OTHER'mSE APPROVED BY THE CITY PASSING 3 8' 20 2. GRANULAR MATERIAL MAY CONSIST PASSING N A 0 OF 1" CLEAN ROCK, OR GRADATION PASSING NO: 00 - 10% FOR GRANULAR BEDDING MATE.RIAL., ASTM STAfIOARD G33.: TRENCH DETAIL LEGEND SPACER WIDTH (INCHES) 3" & BELOW 3 5 4" 4 1/2 5 ® BILLBOARD 5 LARGER THAN 8" 7 12 B c3 BORE HOLE or DRILL HOLE LANDSCAPE BOULDER E- Q GUY ANCHOR TELEPHONE PEDESTAL ® ® ROOF DRAIN CURB INLET 0 ' V?� �j SHRUB DECIDUOUS TREE 04 WELL O TELEPHONE MANHOLE O SANITARY MANHOLE 0 EVERGREEN SHRUB FLAG POLE © CABLE TV PEDESTAL OGO CLEANOUT ��7�. -lip- 1 EVERGREEN TREE SATELLITE DISH O ELECTRIC MANHOLE Q YARD HYDRANT O POST Q ELECTRIC METER ® WATER SPRINKLER SURVEY MONUMENTATION m MAILBOX TRANSFORMER/ELECTRIC PAD O WATER MANHOLE ZON BENCHMARK TWO POLE SIGN ® AIR CONDITIONER ® WATER METER LUTON TEMPORARY BENCHMARK v ONE POLE SIGN Q HAND HOLE 0 WATER VALVE Iii", R/W MARKER o PARKING METER 0 > TRAFFIC SIGNAL FIRE HYDRANT O FOUND SURVEY MONUMENT S O STOP SIGN Q. TRAFFIC SIGNAL BOX .# LIGHT • SET SURVEY MONUMENT ED ED GAS REGULATOR GAS RISER Q O SIGNAL MANHOLE STORM MANHOLE a FLOOD LIGHT LUMINARY (STREET LIGHT) OO @ SET SURVEY MONUMENT IN CONCRETE CALCULATED SURVEY POINT GT O GAS TEST STATION � AREA INLET O MANHOLE COVER `I' CHISELED CROSS FOUND GAS METER -OHE- OVERHEAD ELECTRIC MISCELLANEOUS TOPO ITEM + CHISELED CROSS SET GAS VALVE -UGE- UNDERGROUND ELECTRIC © FINISH FLOOR -G- GAS LINE UTILITY POLE -UGT- UNDERGROUND TELEPHONE ® MIN. OPENING ELEV. -SAN- SANITARY SEWER LINE p- GUY POLE -UGCT- UNDERGROUND CABLE AND TELEVISION a STUMP -w- WATER LINE 1 3/4 " BP22)x�4" TYPE 5 AGGREGATE BASE 5 1/4 " PMBB (PG (PG 64-22)- I I LAFAYETTE STREET" I I I ELM/CHERRY STREET SKID SPACING AND SIZE CARRIER PIPE MAXIMUM SPACING (DIA) (FEET) SPACER WIDTH (INCHES) 3" & BELOW 3 5 4" 4 1/2 5 6" 6 5 LARGER THAN 8" 7 12 NOTES 1. ALL PAVEMENT IS OPTIONAL PAVEMENT AND MAY BE CONSTRUCTED USING BITUMINOUS PAVEMENT WITH LAYERS AS SHOWN IN APPROPRIATE TYPICAL SECTION. PAVEMENT MAY ALSO BE CONSTRUCTED USING 7" PCCP ON AGGREGATE BASE SHOWN IN TYPICAL SECTION. 2. THE ENTIRE ROADWAY WIDTH IS DISPLAYED FOR CLARITY OF LAYER MATERIAL AND THICKNESSES. THE CONTRACTOR SHALL REMOVE AND REPLACE PAVEMENT THAT IS DISPLAYED IN THE PLANS AND MATCH INTO EXISTING PAVEMENT ELEVATION. 3. ALL TEMPORARY PAVEMENT REPLACEMENT SHALL BE REPLACED USING PAVEMENT LAYERS AS DISPLAYED IN TYPICAL SECTION FOR LAFAYETTE STREET. 4. ALL PERMANENT PAVEMENT REPLACEMENT SHALL BE REPLACED USING PAVEMENT LAYERS AS DISPLAYED IN TYPICAL SECTION FOR ELM/CHERRY STREET. NOTES: 1. REFER TO JEFFERSON CITY STANDARD SPECIFICATIONS SECTION 51.02 SHEET 2 OF 2. 2. A MINIMUM OF 3 SPACERS PER INDIVIDUAL PIPE REGARDLESS OF PIPE LENGTH. 3. USE DOUBLE SPACERS AT END & ONE EACH SIDE OF A JOINT CASING. 4. END SEALS TO BE SYNTHETIC RUBBER BOOT WITH STAINLESS STEEL ADJUSTING BINDING STRAPS BY ADVANCE PRODUCTS OR EQUAL DOUBLE SPACER END SEAL AT EACH END 2' MAX - CARRIER PIPE SEE SPACING CASING SECTION VIEW CASING DETAILS SCALE: NONE 2' MAX Tn z O H O� J 0 W O Q f/J In W W F U) W O ZV 2 J wU w H z W U W (n LL W LL u. J I11 M m y BY; K W BY: KAK ED BY: RAG PROD: JSP0820D JULY 2014 SEWER RELOCATION 0: IS of 13S i in 1_1 MANHOLE NOTES: 1. ALL REQUIRED PIPE OPENINGS SHALL RE PLANT CAST IN M.H. UNITS. FIELD ALTERATIONS OF OPENINGS WILL BE PERMITTED, PROVIDED WALLS ARE SCORED WITH A. MASONRY. SAW TOA DEPTH SUFFICIENT TO SEVER REINFORCING STEEL. A CHIPPING HAMMER MAY THEN HE USED TO REMOVE CONCRETE. 2, USE PRECAST BASE AND RISER WITH A-LOK'(OR EQUIVALENT? CONNECTOR OR, POURED BASE AND PRECAST RISER WITH A-LOK (OR EQUIVALENT) FOR MAX. CPADE OF 15%. USE Z-LOK (OR. EQUIVALENT) FOR GRADES OVER 15%. 3. MIN. DISTANCE BETWEEN ANY TWO ADJACENT PIPES SHALL BE 4% 4. GROUT PIPES INTO PLACE WITH EXPANSIVE GROUT. S. MANHOLE TOP :ADJUSTMENT -SHALL BE ACCOMPLISHED BY THE USE OF CONCRETE OR HDPE ADJUSTING RINGS. is 6. REINFORCEMENT SHALL MEET AASHTO MI 99, SECTION 14.4. CIRCUMFERENTIAL REINFORCEMENT SHALL CONSIST OF EITHER ONE OR TWO LINES OF STEEL. THE TOTAL AREA OF REINFORCEMENT PER VERTICAL FOOT SHALL NOT BE LESS THAN 0.0025 TIMES THE �i INTERNAL DIAMETER IN INCHES. STANDARD MANHOLE FRAME AND SOLID UD SHALL BE E213RN0 NEENAH R-1726 (OR EOUAL), NTH -CITY OF JEFFERSON` GROUND UNE'"`. C STED ON THE LID. TOTAL T1cI114T: FRAME AND SOLID / LID 450 POUNDS. GASKET BETWEEN PRECAST CONCRETE SURF, ACES SHALL. BE ASPHALTIC uATER+%.L. ( 12• MAXIMUM _ ....... I PRECAST MANNOIE RISERS < ECCENIBIC CONE. y, .'A. _ __ 7"" cc CONE.iO BE USED ONLY ON APPP.OVAI W IHE DEPAR .h1ENi OF Pl Bllf, 'AGP:CS. .M. MW. WALL PIPE Sze DIA. ANH THICKNESS O% VRECAs- INyDE INAI MR PEW— MANHOLE'S a, z rc O_ W c�—EXTERIOR Of MRNTIOLE TO BE }{ 6" MIN, WATERPROOFED (SEE STANDARD: SPECS.) PLASTIC COATED STEEL. MANHOLE seer Namce I OF 6 SECTION 50.01 ON SQUARE STRUCTURE 12" z rc LARGER THAN PIPE O.D. O_ W c�—EXTERIOR Of MRNTIOLE TO BE }{ 6" MIN, WATERPROOFED (SEE STANDARD: SPECS.) PLASTIC COATED STEEL. MANHOLE �- U W O STEP". 16' ON -CENTER. SEE DETAIL PRECAST BASE: 6" BASE. UP TO 14' DEPTH °o❑ 3 S' BASE > is DEPTH _ w zz is ruw. / --_ J / i MIN.-^ �r OCI00 1 T•6 MINIrAUM FALL THROUGHMANN°LE v. C.iO' SHALL 6'MIN. INVERT )EPN BE 1/. Of PIPE I.D. SECTION OF STANDARD MANHOLE seer Namce I OF 6 SECTION 50.01 d 1 II- NV I VNt INI.N, AU -1 �Lt AL LUMVINULT. z rc fo zmc °moy F O_ W x O _ PVC SANITARY TEE U W O p Lu r °o❑ 3 • _ w zz --_ J w Vx s �r OCI00 ` OVz 06 - 6"(TYP� LL u fa CONSTRUCT SPILLWAY WHERE INVERT OF UPPER SEWER IS - o ABOVE MID HEIGHT OF z .- PLAN z a PLAN D 0 c � Op O COMPACTED SUBGRADE TO 95%9i O COMPACTED SUBGRADE OF STANDARD MAXIMUM DENSITY ? x 1-111=11 Ali-�Gl �I!=111=1-III- :- oa _ II-'ll�ll.-'II__li II !I!JIi11!�1 IF I MAXIMUM DENSITY !IiJII�;L==114 s E I I� I �I PVC SANITARY TEE II -II l 6 !I!—�I11 _in= I1d 11—li�o� Ii_IIL-II _IIE�II�IL--!II-11L- SEE SHEET50.01 FOR MANHOLE DETAILSTAILS 11 11 PIPE SHALL BE i/4 OF ��� lli'-lli�lh 00 'oil=11�11� THE DIAMETER z awl � INSIDE SECTION II 1" CLEAN ROCK FROM �o - 90' BEND TO 6" OVER TEE 0� �F I � Hao 1/2 I.D. L L"�= 4v a. LOWER SEWER OUTFLOW PIPE SHALL BE 1/4 OF 6" MINIMUM 90' BEND T THE DIAMETER CONCRETE EMBEDMENT TO SECTION SPRINGUNE OF ELBOW TH TNem� 2OF6 OUTSIDE SECTION STANDARD OUTSIDE DROP MANHOLE SECTION 50.02 d 1 II- NV I VNt INI.N, AU -1 �Lt AL LUMVINULT. LAMPHOLE RING AND SOLID COVER SHALL BE, DEETER 1828, OR CLAY AND BAILY CRADLE UNDER PIPE & UP WHEN BASE AND INVERT ARE PLACED AT THE SAME 2238, OR APPROVED EQUAL SEE SHEET 1.01 FOR TO 1/6 OF PIPE O.D. TIME. INLET AND OUTLET PIPES AND BOTTOM RISER GROUND LINE ------MANHOLE STEP DETAIL INSTALLATION DETAILS ABOVE BOTTOM OF PIPE.F OF M.H. SHALL BE SET ON SOLID CONCRETE BLOCKS. 1111=1111711E=-Ilq- 9 1/8'. MANHOLE STEP TO BE 1 1�8�� M.A. INDUSTRIES INC. T� CONCRETE #PS -1 OR EQUIVALENT TO BE INSTALLED IN 6' MIN. MANHOLES GREATER TYPICAL THAN 10 FT. PIPE SHALL PROJECT TOP VIEW COMPLETELY INTO OPTIONAL' CONCRETE BLOCK BASE: MANHOLE 3" CONGRETE SUBJECT TO PRIOR APPROVAL OF � n _ MAXIMUM. THE PUBLIC WORKS DEPARTMENT. 4MIN. •T'. k IIIIW '- MANHOLE WATER 5 3/4" STOP GASKET 8" LONG SWEEP & 12 _.I CLAMP (TYP.) r+ FRONT VIEW SIDE VIEW i 8- MIN. TYR 8' LONG SWEEP STANDARD LAMPHOLE N W w fo zmc °moy F p x o Wm _ z U WO p ar °o❑ 3 a z° W --_ J Q WUY r, s W O z0 WV y z eo� - 6" (TYPICff� LL u fa CONSTRUCT SPILLWAY WHERE INVERT OF UPPER SEWER IS - � n I ABOVE MID HEIGHT OF LOWER SEWER z a PLAN D O 4 f COMPACTED SUBGRADE s 95% OF STANDARD I MAXIMUM DENSITY �TO ."Infill I�� -IIIA 6 LOWER SEWER OUTFLOW 1" CLEAN ROCK, PIPE SHALL BE i/4 OF MINIMUM THE DIAMETER z INSIDE SECTION �F -Q%OS SHIFT HUMBER 4OF6 SECTION 50.04 saw.aB LAMPHOLE RING AND SOLID COVER SHALL BE, DEETER 1828, OR CLAY AND BAILY CRADLE UNDER PIPE & UP WHEN BASE AND INVERT ARE PLACED AT THE SAME 2238, OR APPROVED EQUAL SEE SHEET 1.01 FOR TO 1/6 OF PIPE O.D. TIME. INLET AND OUTLET PIPES AND BOTTOM RISER GROUND LINE ------MANHOLE STEP DETAIL INSTALLATION DETAILS ABOVE BOTTOM OF PIPE.F OF M.H. SHALL BE SET ON SOLID CONCRETE BLOCKS. 1111=1111711E=-Ilq- 9 1/8'. MANHOLE STEP TO BE 1 1�8�� M.A. INDUSTRIES INC. T� CONCRETE #PS -1 OR EQUIVALENT TO BE INSTALLED IN 6' MIN. MANHOLES GREATER TYPICAL THAN 10 FT. PIPE SHALL PROJECT TOP VIEW COMPLETELY INTO OPTIONAL' CONCRETE BLOCK BASE: MANHOLE 3" CONGRETE SUBJECT TO PRIOR APPROVAL OF � n _ MAXIMUM. THE PUBLIC WORKS DEPARTMENT. 4MIN. •T'. k IIIIW '- MANHOLE WATER 5 3/4" STOP GASKET 8" LONG SWEEP & 12 _.I CLAMP (TYP.) r+ FRONT VIEW SIDE VIEW i 8- MIN. TYR 8' LONG SWEEP STANDARD LAMPHOLE N W fo zmc °moy F `Arc ❑3 x W mo w3 k t3 S °o❑ 3 a u f m 3 s W _ O Q a w O y o � � s Lu W - W F LU O _ W W O Zv W Lu L)0 W U z a W U g a Fz - '.. 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STD. 4' DIA. MH ECCENTRIC CONE - _ — — — 1 JNSTALL 163 IF 8" CIA9,SS2 DPW) - PERM. i . SEWER ESMT \, �.. SAN INSTALL NEW 2 WAY CLEANOUT - ` ! 1 II ,' (' ' I "-DO NOTDI$JORB := ". + \ ` t 12Q IF OF 14" STEEL _ - \ s-.fiU1'-W'f _ PND CONNECT -6' 35 SERVICE _ , 1 I ._ LATERAL IN ACCORDANCE WITH - -* - , : NG SEE SHEET 1,. , { 1 I j fOR;CASING DETAIL, ' J \ REMOVE AND REPLACE 56 LF PLUMBING CODE (TYP.) , . , - -- ` ' \ - - 'OF -CHAIN CINK FENCE {CWRDINATE L_ IXi4f ....:" ,CAP ANDABANDON EXIST:`e" - O NOT D[SiURB3REE-�D- - WCfHBRIDGE CO STRUCTION , EXIST DOI NOT PISTURB 127°52 , \ S ._ . >< -LA2 APoD'ABANPON EXIST. 8" F -MH-101 . ..... td W __-._. .- ,• 1 1._... \ V\1 -5TA._.•-.- 4 E ._.. MH5155 TC=592.65 - - "� \ _ - -- i _ INSTALL 45 J.F S SDR 35 PVC (N) ...- ... �— 8"Frl N-588:6 _ = -.- -. - --- - - - _ ... _.. ' INSTALL 4'LF 8 SDR 35PVC -C-0PIN __ ... ,' ECT TD 8''FL E=588.65 _ S sy,,: -_ ..._':- -.' _._ - -'- _..._.- __. 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INSTALL 4 LFA" SDR 35 PVA, CONNECT ..-...._...._ ._. ... - : EXISTING SEWER I_.. ..... uS.Hh�'hf��IIAY 50%63 ..... ..- .... - ..- tr I ,I ................i.................................. .......................................... ....._:..........................................._.........\......................................................:................................................... I . ._. _ - .. _... ' AREA INLET I xJ 625 625 .............................. ........ _....---- ................ i ............ .... ......-..... ......._............ - - ....._.__.-...- - t............................. ............._.................._. _............-._..... ........ ... 620 ...................................:......................:.................. 1......................... 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ONNECT TO.EXLS7;SEWER........_..........._. 5$5 EXIST. 8":VCP SEWER 585 CONNECT TO EXIST. SEWER i .__. ..__.._............. ........ _................................ ........................................_............._.._......_......_.:-....._........................................_..................................................___............ EXIST. B" VC SEWER I -�-... � TERMINATED EL=S .....�. ._ .... .... !....... ..... 580 ...._............................................................................:_ . ....._ ............. _BORIN ......._.....0 ROCK ENCOl1N....RED............................I............................................;...__...................................i...................._...........__...._ .............................._........._':......_................................... 580 n n n n n n n n u ii u 0+00 1+00 2+00 2+50 0 20' 40' SCALE: 1" = 20' NOTE: CHESTNUT STREET CROSSING SHALL BE BORED USING 120 LF OF 14" STEEL CASING V) W O J_ I= LL O� wc!) U.1N (LZ � cl) LU L Nw I - Z0 fnz wo Z (� Lu _ a J~ �o n. =w v Z LUE.. z0 U ''D i/i HW Z Fn W W V) =U LLLL r JLL W M O Z o V) D IM 7/15/2014 BY: KfW f: KAK BY: RAG Z03: 3SP0820D JULY 2014 SEWER RELOCATION 5S of 13S -_------_-_ _ __ _M6--_-._ � STA:k6_6:+05.23, N 995871.34-E1735831.72 J CONST. STD. 4' 91A: MH ECCENTRIC CONE / INSTALL.163 CF 10" SDR 35 PVC / / ,• /i/ JCi BOX /\ l 7 / TC=592.28 / NAND PLOWABLE '?r I REMOVE 120 LF IFL E=568.15 FILL EXIST. 10" S¢VER"TO- \ F TEMPSONNECFION AT \ /i FL W=5 8 NSTRUCTION) - . _. f .. ....- ,' . ! cn• _MANHQJ-E 1D6. SEE SH 65- i .a. _ ...- _ ..!.. ..... M00-20 E, 000 1 mom"I I, bAK LS UNt 1NLN ON UFt1L1 L UKAWINU]. U /:•:: �� TC= ,,,� 17635 Jryslyu w ` / / W 71.19 P OTECT CO RETE PAD CO' TO AS NECE5I ly, ` �" / , k 6'FL 571.24- .0: FE VWT= 5y09- . NG�N/ERfs { - - EXISTING SSVPE+ -... - -- ----.. ... ... ....._.. _ .. INLE7 1 .._ .... SY --FLN 581.59- ' �. - - - -F1-E-573.11 ._ .... .... ... ._. f ._.. ... ... TCY595.53 C- T '..................................._..._........_........._........................ 9 !y Z➢` FL N=591.60 , / Ar ITS._ C! v ?,G S & GIRLS CLUB f- ' 333 69 1212611996 _ 433 726 02126/2001 i' i EAST 11 I v� ... o ._ ._..... m m. �, 7C=597.88 8'FL E�91.43 _- "' \ ... .,..'. 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MH ECCENTRIC CONE INSTALL 4 LF 10" SDR 35 PVC, CONNECT TC �+ - --9 �a�. I - � --. _. t _.... _>H - - - _ _. ......- --- - - ._ ... 1.. ........ - - - - i !� - - - _- \ - _.. ...._ __. .. _l -. l US �. r ..... .. / _..... --- _. - -HIG HW� SQ/63 ... I I I I _ -I I - MH5181 I I . c N I ) TC=60 64 AREA INLET ! 6 i 6 FL E 589 64 I ry 2 - - _-_- ._- _........ __ I / C=596.37 0 m u 3 - - _ _ -_ _... 6 fL SE 585.04 C CAP AND ABANDONIXISi - REMOVE -TOP NE. D PLOWABLE _ , -- 6 FL 5 98:44 J- _. _ _ _ f S 592.08 $Tq?a +95.79, N 9954301,E 1736349.53 " „ LL LL U+ SEWER AND PLOWABLE FILL FILL EXIST. MH COAND IXLST. 30" SESyER 6!FL�584.44 - - CAP -AND A_BANDON'EXIST. 10' 7'- �- _ :."'- CONST. STD• 4'-11IA MH ECCENTRIC CONE... _ F - - T SEWER AND PLOWABLE FILL c INSTAI L 46 LF 10 SDR 35 PVG( Cm _ .._.. _ g�ALL - - - I _ _ _ - - _.. .._. j -- -- _ - IN 4 LF 30 SDR 3rrPVC, CONNECT TO / / _ Z� / - ! _ - ---_-- — _ - - - .._. _: _. 11 _ - _ __ ' ._r / / / / // i -- t Ct}P'AND gBANDON EXIST = \ __ x _ - - - SPACE' fi -2➢ - - - .. .... . .__ _ ... _ - ._ ._ - i / ._ a - x SEWER AND FLOWA13L€ 1 - \ \- - s/ \ \ . - ........ ....... ... _.. ._ ..... ..:._-_ --- ' _. 00 i. r / / / / x x x _ i ./ / R / 1-. -_ ..__... ... ..... .. _. ... _ _ ... { .. .. .. .._y .. ..... f l _ -- .. _ ` - -. .. y t / �, S 90 LF OF 16" STEEL j _'� ...... _ _1. .. ...... 1 ....__ ... ..._I. 1 ...... - . + _ �T27 i c .. i s i. X jI'�'A91NG SEE SHEET 15 _ -_ \, -.. - \ =. 7 - _ _. - - _. __ 14.1....._ .. ... _..... --- L -. __ _ 155"3 - - if 155°36" I I // i'-- FOR CASING DETAIL \ \ _ \ 59793_- - r .. - ..._.._..... ..__ ......... _... 2QINATE ' _. _ - - _ _ _ _ _ / 7 I; x _ F �' _ _. _ _ _ _. _ y, - : ! x- x x ! \ 1 _ _.. L .584.73 - _ -_ _ _._ _. _ y.�r._ _. - y - - ._ .. - - - -... - - _ - _ - - --- = — -} - � -- -- -y --- -- - i2+oo �_ _ _ _ x, - - - - —-----�,--,-_ yE-- ,i i/ _ \IxT��—I -- _ - -/ - -- -- -- n _. 19R8 ._ -- - ... - - - - - - ...._ - _.. - - -._ .. _ _. - -... - - - . - _ �.-SANS \ ._ - .E51%._ ._ -- __- _- E , _i - -. __ - - _ - _ _n. ,/R,!' - - _ OT - _ _ - REMOVE REP CE290. 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STD ;4' DIX' MHIECCEN7RICCON - ; - .. _. -. � FL W=614.98 - _ __ - - - .__ _._ _ - 71-,.----- -- -- ----- - . - ._. _ - _ - _ _ . ` oISTURB TREE ' / \' \ - _ . _.- ..-- _ i - - - ) - - - _ -- / _ __ _ r is :. ..r. , _ _ _ _ _ _. _ / ` / ` � � / i W j DO. -NOT \ y - _- _ -L _ - _-1_ _ _ - J- - /' / I 1 : I 2 D�TURB TREE I _ - - - - - -- I - // / I '. ---I - - /HOUSING Ajl THORNY OF JE�FERSQN CIT1 tl HO�ISIN _ - -I_ _ --..__ GAl1THORITYOFJEFFERSONCITY - / / �' �� I - -� - -- / / 174 -105 9/13/1961 . _ I 1 n 11 , -1 kF = �/ - , ' 174-24� 11/08/t961 ~ i 174;12 08/17 1�b1 !/ / I - - L �< - , 178,381',,05/ 5/1962 s / `_% 174 173 10/171961 / I. / I i /I ,I - - I . �' I - 1 , NOTE: CHESTNUT STREET CROSSING SHALL BE BORED USING 90 LF OF 16" STEEL CASING 620 DESIGNED BY: KTW ! DRAWN BY: " APPROVED BY: RAG S 620 J5P0820D DATE: JULY 2014 Y ._._........I._...._....._........._ _............................................................................_.........._............_............-..............-......................................... _.............._...........................--.__._..._..............-.._. ... --.._....._........._......_._.._.................................... ................................_s................................................/.......................... __._.........................._ �, / - _ ......_........._...-- '..__....._............ ... #. ,( _ ----- -......__._...._.----. - _.....----------- ...................................._..._........................ ..._ ....s..... - -'-----------,-------_._.._..._.-._- .....-'---....................................... ...........,a..... .....s - --._._.._......._..._._.. ..............._.............._...._..... _ _.......---....----- - - ...._..._...............__ ---_..._..__...__.--. -.-------.- ._.................-.......... ........... ............. ...._.._.._._........----- _........................... _.......................--.. - 615 _......................................._'':.............-,............................-..........................................................---..........................-..............--..........._......_..............................._ ......................._..._..._.._._..__.._..._..........._..._..................._................_....--_-_--..._-..._.__............. _..................__................._:............_..............._.....a- .................................... -.._....._............__...__...----.. 1 .............................._ .__- ............................ ............................ . _...._..................._.....__.....--...-........ ^ ....................- .....--.....-.............. ......;,__.. m .........-.__..- ._......._--......_._.... 52 .......-....-...--.......... ... _.._._ .............-................. ---..... .......---.--....__ ......................................................-.......... _ .. ._......__.............._. ...........__.._ ._.__.... ................................. ................. 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DRAWN BY: KAKI APPROVED BY: RAG S DESIGN PRO]: J5P0820D DATE: JULY 2014 Y 1 SEWERRELOCATION 1� 8S of 135 ----- ------ - --- _ _ v' �'//l l/r/' y�i\.1 'i It,,Y2"F0`\ ` I I �I \ \ - - -- -- - -\ ---- -- - - -------- - - - -_' -- - ------ ----_---- - ----------- -- _ -- - _ -- - _ _ X - - - - - --- - --'-- - -- - - --- - - — - -- ----------- - - - - - --- - - - - ---� . � GRA1'F.1NEEl- ~ L ..GLRATE IN*--. �L.E=6TC=0B M1 5236 6 -W=614. 8 TC=605.9$ FL!60 W LLJ 1 _ - _ _ I / - � i ' O 3 ` i.. _ -- r I 206 (H)ORITY OF JEFFERSON CITY - = . -/ UJH - - , /HOUSING AU' HORP OF JEFFERSON CITY _ \ 124 112 08/17/1561 _ — �-" \ 174 -105 09/13/1961 S/1962 5 _ I 178 4381 ;OS/2' - - / / I 174-2412 11/08/1961 W \ CONTRACTORSHALL FT owER1FY- 'r 174 -]93 10117E 1961 / �' U FL'OW LINEIELEVAT[OCYl1RIOR70. FABRICATING OF MANHOLE - DO NOT DISTURBCAR - _ _ _ _ _ _ EURB AND GUTTER EWER AND PLOWABLE FILL! \ \ _ - AND ABANDON EXIST GRATE INLET /_ FLW 637 cr I -{ I _. ,1 I� L. .60, N 995387.42, E 1736152.84 ` ' 7�� - - - - __ - nn CONST. STD. 4' DIA. MH ECCENTRIC CONE �rS� a,:-!° ' - - INSTALL 115 LF 8" SDR 35 PVC (NW) y: . /H523 r �M -� ,.„- ��d � -' 1 >'- -- INSTALL 4 LF f'/SDR 35 PVC, CONNECT TO J - i ^ \ 8= 279 =618.30SEWER N/ i EXISTS -JdH 210 "'._ , / /, ' - .._.._._ _._........... FL JJ / _ t 99548%`x; E,1736081.7�1 r / _ _ _ J _ - 59 \ 40N5�'.'STD. 4'�fA-MH ECc�TdfRiC,CONE , � - i '' �' - / _ / -- � _. _ _ - � I` � .a: I tD I INSTALC4SEW-SDR3SPC/[_CONNECT _ .. _ / � /EXISTIN2�SE ”`-- :- / "• '; - / /.' /MH 183,/. - -'�- �� _-tel-7-.� 5 / 7C 63.68 Jam'. 6"FL'E=61 8 / - L 6{FL NW= 15.58 , — _ — _ _ - - _ / NOTE: CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR / I \ - _ - - / / R§MOVE AND REPLACE 196 I _ - _ - - - _ - - - _ I. I'-� \ /i RELOCATION AND ADJUSTMENTS DURING CONSTRUCTION. NO BITUMINOUS PAVEMENT S / _ - _ _ -- _ - �� �.�� _ -_ ---_ - - - v ._ ADDITIONAL PAYMENT WILL BE MADE FOR THIS COORDINATION. 4A1 L MHs189 TY C' SECRON ONjH6P.1 / / \ y •/ / / - - - - __ _ - -. _ - - ---ttt 1S FORPAVEMENT LAYERS I/ -' _ - - - " — MH5184.49 ANDTHICKNESS /� /' — — / � . � � — _ 6'FL 5=626.54 _6fLW=620.99 \ \ - 630 DESIGNED BY: KTW o "' 630 APPROVED BY: RAG � DESIGN PRD]: 35P0820D i JULY 2014 ! i v. ------ .......... ........................................:............ . 625 �Im= 625 F o I 620 ............._....................._._ ...._......_......._........__.._........._.._._. _..................................._.._........._.._.._.._..__,. ;.._....._... 620 r r .......................... ..... ... ........................................... :............... ................ ....................... ........ ........................ ........ ........... ................ __....1._...... .....................�. ...... 615 PV 615 �................. .. ...:.........._....... 1 __..._...._.......-- ............................ i................. .................. ...... ......... ... ........... ........... .........................................._......_........-....i...................... .....................__.... _ ._..._............ ... ..... ... ........... ... ...... .......... ...'... �......... ..............I .......................................................................................................... CONNECT TO EXIST_.SEWER ............................._!... ........ _............... ....... 610 ':....._...._._......._..........y........._.... ----_-_-_..._`..........................__..__._._...__...._.__...._..............._............_ ....."'-__'�...—.__.___._..._........_......._... BOST. 6" VCP SEWER. 610 TO EXIST. SEWER I... .._.............................................._........ _.'CONNECT IXSTS" . ..............T........................ ........... .. 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ZO Z QW JN �O ZF- U W W 0 >-M Q W LL LL LL � 7 M /O/� `= c/! 7 5EUED Dare: 7/15/2014 DESIGNED BY: KTW DRAWN BY: KTW E APPROVED BY: RAG � DESIGN PRD]: 35P0820D DATE: JULY 2014 1 SEWERRELOCATION 1Z� 95 of 135 BAR IS ONE INCH ON OFFICIAL DRAWINGS. 0 M!!!%� 1" IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY. 0 20' 40' SCALE: 1" = 20' 0 F i 580 580 � I i j M i 575 '. 3 ! .3 b J 575 i I ... e4dzzo. ........ _ _.. _. ...... ... Sfiv 0 v I 4 I Na�� .. ...... ... ... ..._ 1 ._ ..... .. ... i r } 570 I.. ..... .... ... .. .. .. 570 _ - LL . f_ N w 565 r ... 1 1 .... _.{ 565 :.._..... t r �� f I......... .... ..._........._.. ... .. _...__ _. ._... ............ 1701-F 10`2! R 26 P _r .. ..... ...... j ... ....... 9 i .. ... ........ .... _. .. . ... ... .................................... 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Rl W 17 71 ........... - .......... ............. ............. ................ ............. ............. - ............... ............ ....... . . ...... ......................... ........................................ ...................... ............... ........... ............... ....... ....................... ..................... . ................ .... . ... . ....... ............ ........... . ... A ........... ... ..... ......... ......... .......... ................ ........................ 610 ... ... ........ ............... ................ ................. . ....................... ... .......... ................. x ........... .... ..... ...... .... ................... ............. ........... ............. ........................................... CONNECTRVIC E Gzi 2 '�SC�,LE' 17 20' ...................... ..................................... ........... ............ . ........... . ............ ............ ............ /. ........ ..... ..... ... ..................... ............ REMOVE AN SY CO NlCRETE SIDEWALK IN C ......................... IN AICORDA`NLc5wERrArH" 'kEr ' ! PLUM BINCO CODE 6-3( A' ELM S�R E7 REMOVE EXIST. MH ........................ ............ ........... . ...... ................ . ... ............... _ .. ..... ............ .. Gp TO-ADASPECIFICATIONS ............ JF4 N AND EXTEND SEWER ltvt,� r 91 605 s 40 ........... ...... ....... 60 NOT DII fUR11 .......... TERMINATED 605 i GPAi 21 11vt i ufJLrry'POL!' ........ .... . . . ...... . ....... . . ........... EXIS1. 2- DISTUR Dp NOT; 6 D9STA -Wl— 'bAi kLJflE , AND -SMT �PQN S -T,/,, NN 'SAN REM07E MAN �Lq' TO'EXISTI IYAR SEWER 0663 67 sqq 355/(H) HOUSING -AUTHORITY 7A18 563 CITY F 163 12j -30figgg I SON 3J, " S lil \ , �l l r}% !' r " / / /' i1, / ! / / / // / / S'�p 625 625 o ..................................................... ............. ............. .............. - ............ .. . ..... . .... .................. ............... ............................... t - ..................... ... . .... . .......... 0 IT IL- ............... 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REMOVE EXIST. MH ........................ ............ ........... . ...... ................ . ... ............... _ .. ..... ............ .. .......BORING ............ AND EXTEND SEWER 605 .......................................... - ................ ........... AT "T. SLOPE ........... ...... ....... .......... TERMINATED 605 ................. . ...... . .... ........................... ......... . ................ . ....... .......... ........... ........ .... . . . ...... . ....... . . ........... . . ..... j . . . . ......... . . RO�K ELEV=609-93 .. . ....... 600 ............. . ................................ .......... . ........... ......... .. .......... ..... . ... ........... ........... .............. .............. .... ......................... ............. ............................. . ............ .............. 600 ... ......... ..... .. ...................................................... ............ .. .................................... .......... . .................. ........ ................................................ . ....... ....... ............................. ................... .............................. ....... ..... .... . . ..... i i . .... ............. . .......... . . ....... . ... . ................. ........ . .. . ....... ..................... 595 ...................................... - ...... ..... .......... .. ................... ... CO NECT TO EXIST. SEWER ............. i 595 . ..... . ..... ......... .... . ..... . ........ ...... .......... ...... ..... . ...... ........... .... ... .................. .......... . .................. . .......................... . ........... . .. . .......... ............ ................... ............................................................................................ i ............ .. — 590 L 590 .................. .... . ................ . ............................. - ...................... '--EXIST. r PVC SEWER ..... ......... . .. ........................... - -,--V ...... . ... . - .......................... - ------- . . . ....... . ............. .1 ......... . .. -..- . ..... - . . ........... . ... ...... . . . . . ....... ........................ ............. ----- .... .......... ....... ................. ..... .. .. . ...... . ..... 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J5PO820D DATE: JULY 2014 SEWER RELOCATION 115 of 135 o Fo Ori k OF 6-� LL Q�e 6 (j) z 0 0 J o uj w 1,1) W 3: >� U, I'- 0 z Lu D (D 0 Z (.) < uj m -i o0 w Q ul >: z L - Li Z 0 LLI LLLL LL < LL Lu D SEALED DATE: 7/15/2014 DESIGNED BY: KTW MM BY: KIW APPROVED BY:RAG DESIGN PRO]! J5PO820D DATE: JULY 2014 SEWER RELOCATION 115 of 135 UAH D UNt INUH ON UrrICML UKAW1Nb5. U d 1" lh NUI UNt 1Nl.N, AUJUSI ]U\Lt ACLURUINbLY. r'� �\ \. _ _ - _ is ,' f I I F� I S" i I I \ \ \ \>'\ l - \ \ i .�.... _ _,i I I f K i ;', , ' \ \ \ \\-, \ \\\ \ \ \ \ �, Y, �AV�M' THICK BITUMINOUS BASE \ ,l' ' ( - �// / / m \\ _ - - _ _ rl ! , i I I \ \ , \ \ \ \ \ \ \ \\ \ f I \. \ \,�, 1; 1-1/ ICK BITUMINOUS SURFACE ,�� J/. /I. /I \ I i \ /1 �, Ij'' 1 s \ \ \,' C \\� \ \ \ //i .5 196704.96, E 1734839.49 . / //, /Jr// -w -•f_ ry, \ ,- ,�- 1 I\ DO NOTIImS p C_ I. I �\ \ \ \ .\ \ \ \ \ I\ \ J "f/ \ \'\ //,//�I \ I / 1 \/ \ - - ' I } ' I \ \ \ \ \\\ \ ' ' \\ `. '':� - - , .r'/ / \, jiy DIA. 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RAG to): 15PO820D JULY 2014 SEWER RELOCATION 12S of 13S NOTE: CONTRACTOR SHALL CONSTRUCT NEW SERVICE LATERAL FOR APPROVED BY: RAG PRESIDENT'S RESIDENCE AND COORDINATE WITH ENGINEER TO ENSURE THAT HOUSES ON NORTH SIDE OF HWY-SO/63 ARE DESIGN PRO]: 75PO820D Mitt al l 77 ABANDONED PRIOR TO FLOWABLE FILLING ANY SANITARY SE WER DATE: JULY 2014 RIF WEST OF LAFAYETTE THAT IS TO BE ABANDONED AS DISPLAYED IN THE PLANS. SEW N ER RELOCATION SH� M: 13S of 135 .... .............................................. ............ ......... Estimate of Costs Exhibit B JSP0820D City of Jefferson Sanitary Sewer Relocations Lafayette Interchange Area - North Side of US 50/63 $ 185,231.20 Lafayette Interchange Area - North Side of US 50/63 at Chestnut $ 95,008.10 Lafayette Interchange Area - Lincoln University President's Residence $ 80,797.20 Lafayette Interchange Area -South Side of US 50/63 $ 418,647.00 Construction Total $ 779,683.50 MoDOT Obligation Engineering Estimate $243,959 48.5% $ 118,320.12 Total Project Estimate $ 898,003.62 V� 15- 2-- f_�> CCO Form: UT04 Route: 50/63 Approved: 1/98 (BDG) County: Cole Revised: 04/14 (AR) Job No.: J5P0820D Modified: MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION UTILITY AGREEMENT -ACTUAL COST THIS AGREEMENT is entered into by the Missouri Highways and Transportation Commission (hereinafter, "Commission") and the City of Jefferson (hereinafter, "City"}. WITNESSETH: WHEREAS, the Commission proposes to construct and improve a section of state highway designated as Job No. J5Pa820D, Route 50183, Cole County, in the vicinity of Lafayette Street in Jefferson City, MO, in accordance with certain road plans on file in the office of the County Clerk of Cole, Missouri; and WHEREAS, in order to improve said highway in accordance with said plans it will be necessary to adjust certain facilities now located partly on private easement of the City in order to maintain the present services of the City, such changes being generally shown in legend on plan marked Exhibit "A" and estimate of cost marked Exhibit "B" attached hereto and each made a part hereof. NOW, THEREFORE, in consideration of the mutual covenants contained herein, it is agreed as follows: (1) RELEASE: The City releases to the Commission such right, title, and interest which the City may have in and to the right of way of said state highway, as specifically described in a separate easement. (2) COMPLY WITH FEDERAL AID POLICY GUIDE (FAPgl: The City agrees that the detail plan and estimate of cost for the required adjustment of City's facilities has been prepared in accordance with the provisions of the Federal -Aid Policy Guide (FAPG), 23 C.F.R. 045A, dated December 9, 1991, and any amendments thereto which by reference are made a part of this Agreement. (3) UTILITY WORK TO BE INCLUDED IN COMMISSION'S PROJECT: The Commission hereby agrees to include, as part of its contract for the public improvement contemplated above, all labor, equipment, and materials necessary to adjust the City's utility facilities in accordance with plans and specifications prepared by the City and approved by the Commission. The plans and specifications shall be furnished to the Commission in sufficient time for the Commission to include them in the public improvement contract. The plans, specifications and estimate of cost shall be used by the Commission to establish funding for this project. The Commission will advertise the public improvement, receive bids, and award a contract for the public improvement in accordance with its normal practice for awarding contracts for highway construction. (4) NOTICE OF CONTRACT PRICE: Upon execution of the contract for construction of highway improvements, the Commission shall notify the City of the contract unit price for installation of said utility facility. (5) CITY CONTRACTING OPTION: If the City has an obligation for part of the cost as shown in Paragraph (8)(B) and it determines the contract unit prices in paragraph (4) are excessive, the City shall inform the Commission that it will arrange for the relocation work to be performed by its contractor. The City's contractor shall be ready to perform the relocation work and shall coordinate the work with the Commission's contractor so there are no delays to the Commission contractor's work schedule. (6) CHANGE ORDER: if any substantial change is made in the original plan and extent of the work, the City agrees that changes in the costs will be covered by a change order having approval of the City, Commission and Federal Highway Administration PRIOR to the performance of the work, as set out in FAPG 23 C.F.R. 645A. (7) MAINTENANCE: Upon completion of the project, the utility facilities will become the property of the City and the City agrees to accept responsibility for all maintenance work thereon. All obligations of the Commission under this Agreement shall thereupon cease and terminate. The City shall maintain such property in a way that no personal or property damage occurs to the Commission or the general public. The City shall indemnify and save harmless the Commission from damages or injuries resulting from City maintenance of the property. Any future work on the adjusted facilities requiring excavation or any future maintenance work in or under Commission right of way will be performed in accordance with the terms of a permit that will be issued to the City by Commission's District Engineer for such work. (8) COST: The obligation toward cost of work under this Agreement is as follows: (A) Consultant Engineerin: The maximum not to exceed fee for design and construction engineering by consultant engineers is $243,959. The Commission's obligation toward the cost of design and construction engineering shall be 48.5% of the actual cost thereof, which obligation is now estimated to be $118,320.12. The City's obligation toward the cost of design and construction engineering shall be 51.5% of the actual cost thereof, which obligation is now estimated to be $125,638.88. The Commission shall deliver a check in the amount of $118,320.12 to the City within sixty (60) days after the execution of this Agreement for the cost of design and construction engineering performed by consulting engineers. If 48.5% of the actual cost of design and construction engineering by consulting engineers is less than $118,320.12, the City shall refund the excess amount to the Commission. if 48.5% of I the actual cost is greater than $118,320.12, the City shall invoice the Commission for the amount in excess of $118,320.12. (B) Obligations: The total construction cost of the utility adjustment is estimated to be $770,683.50. The Commission's obligation toward the cost of this work shall be 100% of the actual cost thereof, which obligation is now estimated to be $779,683.50. The City's obligation toward the cost of this work shall be 0% of the actual cost thereof, which obligation is now estimated to be $0. The Commission's obligation shall extend only to those costs incurred under the provisions of FAPG 23 CFR 645A. The City's final cost will be based upon final measurements of facilities constructed at the Commission's contract unit prices, including change orders, plus 10 percent (10%) for engineering, supervision by Commission and contingencies. (C) The City's obligation toward the cost of the utility work in paragraph 8(B) plus ten percent (10%) for engineering, supervision and contingencies, is estimated to be $0. The City shall deliver a check in the amount of $0 to the Commission within sixty (60) days after the execution of this Agreement. The check should be made payable to the Missouri Department of Transportation -Local Fund. (9) DEPOSITED FUNDS: The City agrees that all funds deposited by it with the Commission under this Agreement may be commingled by the Commission with similar monies deposited from other sources. Such deposits may be invested at the discretion of the Commission in such investments allowed for other state funds. All interest income shall be payable to the fund and credited to the City on its pro rata share of the investment. If the amount deposited with the Commission shall be less than the actual obligation of the City, any interest credited to the City shall be used by the Commission in fulfillment of the City's obligation. If the actual cost of the City's obligation exceeds both the deposit and interest accrued, the City shall, upon written request by the Commission's District Engineer, forward to the Commission any amount necessary to pay the actual cost of the City obligation under this Agreement. If the actual cost of the City's obligation is less than the deposit and interest accrued, the excess amount shall be refunded to the City. (10) COMMISSION'S USE OF CITY'S EASEMENT: The City agrees to allow the Commission's contractor and sub -tier contractors access to the City's easements to make the adjustment to the City's facilities. The City agrees to acquire and allow access to temporary construction easements to make the necessary utility adjustments. (11) AUDIT OF RECORDS: The City shall require its staff and consulting engineer to accumulate and retain detailed and accurate account of all labor, supplies, incidentals, and necessary costs involved with design and construction engineering for utility facilities as stated in paragraph 8. These records must be available to the Commission during this contract period and any extension thereof, and for three (3) years from the date of final payment at no cost to the Commission. (12) FINAL INVOICE SUBMITTAL: After completion of the utility work, the City 3 agrees to submit a final invoice for the cost of reimbursable engineering and other eligible City costs to the Commission within sixty (60) days or as mutually agreed to by the Commission's resident engineer or his/her representative. The final invoice shall be in as much detail as possible to verify the cost of the completed work. It should follow the format of the original cost estimate (Exhibit B) when possible to promote timely processing by the Commission. The Commission's resident engineer will process the final invoice as soon as possible after receipt of the final invoice. The Commission's resident engineer will submit a final invoice to the City for its obligation of the total cost of the utility work. (13) AMENDMENTS: Any change in this Agreement, whether by modification or supplementation, must be accomplished by a formal contract amendment signed and approved by the duly authorized representative of the City and the Commission. (14) COMMISSION REPRESENTATIVE: The Commission's resident engineer is designated as the Commission's representative for the purpose of administering the provisions of this Agreement. The Commission's representative may designate by written notice other persons having the authority to act on behalf of the Commission in furtherance of the performance of this Agreement. (15) CITY REPRESENTATIVE: The city will provide a duly authorized representative to perform inspection and approve changes to the plan of adjustment which may add or delete work from this Agreement. The resident engineer's staff will provide inspection for the adjustment of the City's facilities. (16) LAW OF MISSOURI TO GOVERN: This Agreement shall be construed according to the laws of the State of Missouri. The City shall comply with all local, state and federal laws and regulations relating to the performance of this Agreement. (17) CANCELLATION: The Commission may cancel this Agreement at any time for a material breach of contractual obligations by providing the City with written notice of cancellation. Should the Commission exercise its right to cancel the contract for such reasons, cancellation will become effective upon the date specified in the notice of cancellation sent to the City. (18) VENUE: It is agreed by the parties that any action at law, suit in equity, or other judicial proceeding to enforce or construe this Agreement, or regarding its alleged breach, shall be instituted only in the Circuit Court of Cole County, Missouri. (19) ASSIGNMENT: The City shall not assign, transfer or delegate any interest in this Agreement without the prior written consent of the commission. (20) SECTION HEADINGS: All section headings contained in this Agreement are for the convenience of reference only and are not intended to define or limit the scope of any provision of this Agreement. 4 (21) BUY AMERICA REQUIREMENT COMPLIANCE: The City agrees to abide by the provisions of the Buy America requirements as found in 23 USC 313 and 23 CFR 635.410 for the Commission's Federal -Aid Construction Program. (A) Buy America Com liance Certification: The City certifies that when determining products/materials subject to Buy America requirements to use in the performance of this Agreement, it shall use only such productslmaterials for which it has received a certification from its supplier, or provider of construction services that procures the product/material, certifying compliance with Buy America requirements. This does not include productslmaterials for which waivers have been granted pursuant to 23 CFR 635.410 or those prod uctslmaterials that are excluded from compliance with Buy America requirements in the Commission's Engineering Policy Guide 643.2.1.43. The city will not be required to provide the Commission copies of the supplier certification as part of this Agreement or with the final invoice of said Commission's Federal -Aid Highway Construction Project. (B) Buy America Record Retention: The City agrees to retain all Buy America compliance documents obtained pursuant to paragraph (21)(A) above, for a period of time of no less than 3 years after the receipt of the final reimbursement for the project by FHWA of said Commission's Federal --Aid Highway Construction Project in accordance with 49 CFR 18.42 (b) and (c). All Buy America compliance documents shall be made available upon request of, and at no cost to, the Commission and/or Federal Highway Administration. [Remainder of Page Intentionally Left Blank. Signatures Appear on Following Page.] 5 IN WITNESS WHEREOF, the parties have entered' into this, Agreement on the last date written below. Executed by the, City this day of 2 0/ Executed by the Commission this day of 2,Q %.0 -1 . .. .... .... . . Title Issisia, Chief Engineer ATTEST: Mi Se� tary t ;ihe Com 0 M MqMk T'itle ATTEST: Title Approved as to Form: Title Ordinance N" cif applicable] ACKNOWLEDGMENT BY CITY STATE OF r )J U -V � ) ss COUNTY OF On this ��`` da of T&L tJ20► before me a eared Y � pp personally known to me, who being by me duly sworn, did say that he/she s the title of the City of �� c��✓� _ and that the foregoing instrument was signed and sealed on behalf of the City of L,j - and that he she acknowledged said instrument to be the free act and deed of the City of ,� . j - and that it was executed for the consideration stated therein and no other. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal in the county and state aforesaid the day and year written above. Notary Public My Commission Expires: 7 I 1 111 '011 ''I'l I A 110 W, old" 4 W do dft dK Ak Ab so do rr 40 Ab I Ab A& M IiI TESTINJONY "T,,,VHEREOF, 1 have hereunto set my hand and affixed my official seal in the county and state aforesaid the day ancl year written above. N 6Tary P V4 ublic My comm.1s,sion Expires. V DANA L. KAISER 'MY commission Expires NOTARY July 7, 2015 SEAL.O. OF cole County. Commission #11387567 M UlMA Hliwr UWAM WITS ?YLUX434 540 Am gig 96 1014 a slip M. Is 0 0 in 0 co a Hill INS X Vol NAIgo "0 0 lvr�' 2z� rn rn q iq POP log -4 1 2 0 3 Omni qYj gig slip Agg its; g Mpg g Eat 5.v go Sig jTM IVA SO gig" all Mai Ng wig to all I I I A I uff 4 140 14 lid VIP "FIJI I Yj IV gig r"� low TYPICAL SECTIONS & DETAILS BARTLET —ST1 US =3 LAFAYETTE INTERCHANGE SEWER RELDCATONS...... 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If tj �, �'•' elf 1J '; I '!, . ! r � Ir : � 1 ,S ,��"�-_'' - • , `� RSlY ��►'•...y M174 � '�T�y"�,.,�r� '��`� 1 �•T r• ! � i, r � r 1 ` +} •} °II�• r' !f Gig it i 1 r 90 r` r• i off 1 ' `� f!� r 1 •'` r r fie{• ifr rY 40 Air Alf ro - r , ! �-•-_.,, �._ -' .: A`�� =fix. ��� r : r ! � � 'rte- -•�„• �. _ ABANDONED SANITARY SEWERS a WEST OF LAFAYETTE STREET BARTL.IET—E-- y _— 5T— A US 60163 LAFAYETTE INTERCHANGE SSR RELOCATIONS .ax.w..•e.e a, ...,rr,< ..o ,r.•e+.o. o-••.-o..•o..•oo JEFFERSON CITY. COLE COUNTY, MISSOURI «,....r.,, o. ,.,,...,, r, w,p. apo., -.....r....... Y W, rptMll .N „aN�, {wql, bYs.,d'lrl�a /1i.tlr1.M,1,� �,.+/I�q a,Up OIMM� W M..►�M, M M iYr.0.,l.�N1R� r/Y!/.M1btl�i ML/Ytl M/��1F/� M41MM41�d �.r MiYy IVM� \..M!/y� iw /Vw MM./rr„r.�r .Ma MgMN�PdY WRR. i MN , w Estimate of Costs Exhibit B JSP0820D City of Jefferson Sanitary Sewer Relocations Lafayette Interchange Area-North Side of US 50/63 $ 1851231.20 Lafayette Interchange Area-North Side of US 50/63 at Chestnut $ 95,008.10 Lafayette Interchange Area-Lincoln University President's Residence $ 80,797.20 Lafayette Interchange Area-South Side of US 50/63 $ 418,647.00 Construction Total $ 779,683.50 MoDOT Obligation Engineering Estimate $243,959 48.5% $ 118,320.12 Total Project Estimate $ 898,003.62