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I I P CKET FENCE I 1 a ' haw _<a �. w F6 w L Wmj r ka IL 9 I �e I PRR11IZ I AIL I � I I I ♦11.4 CHAIN 1-110,1FENC *1 2 GAG LPA ,.._ ENSET ) iTRAN6 FLEC \ -1 STONE PAVER WALK W/COQUNA O t-,� _ BORDER ITYPI L. a LOT 21, GULF STREAM PROPERTIES (PLAT BOOK 18, PAGE 27) P RECEIVED -4 JUL 302018 Town of Guff Stream, FL •10.5 9 3 • ` ° ° STLCC' GATEM1 4,-0-b BLACK , PIERSGATE P)B PAINTED ES.P.ALUM. PCNET PENCE _ _ _• +102 15' O. ILDINGSETBA°CK. LI } . OH�B , P1 NEW 2 -STORY _ SINGLE FAMILY I RESIDENCE 7 = YELEV—=+11.]5' N:ArV D - �\ 1 • 0 Ji (MATCH EXISTING)_ 1A 4 � COVERED POACH I I -r F L� STUCCO rnTry 4 E _ ERS T ,gin] l n PIERS r' (ttP) ED o 1 d9`ltl - � ❑ � F.F.E. IllELEV � 25 A- 6" c NVD 6_ NOMP I I_— 6- 'REPOOL'- = _AQ}G`ESS R WALL N�°E DD do LOT 20 _ ___ ISTRUCT LP. GABW.H. E.F.E. �I -ELEV H 14 -- M076 i BUR EO - F 20'-0- SIDE STREET 8 ET ACK LINE -YrI• a1 TANK 26 17'4' SIDE STREET ACCESSORY STRUCTURE SETBACK LINE .11.25' OUTDOOR Yo N.AN D. SHOWERn ug I~ AR = 2 �'I 13,574 SQ. FT. 13,573 S.F. x 33: I FAR. LOT COVERAGE ALLOWED: 4,479 SQ. FT. AREA OF STRUCTURE (UNDER ROOF): 3.505 50. FT. 25.821 DRIVES, WALLS, PARKING AREAS: 1,519 SQ. FT. 11.19% I 963 SQ. FT. 7.09% B wE s- ft O 7,293 SQ. FT. 53.73% >n ^cco YEO (TY 1 ST FLOOR A/C LIVING: LL JJ I POOL CABANA A/C: 138 SQ. FT. 2 -CAR GARAGE: 550 SQ. FT. COVERED ENTRY: 40 SQ. FT. COVERED POOL CABANA PORCH: 286 SO. FT. TOTAL UNDER ROOF: Ill OPEN-AIR BALCONY: 162 SQ, FT. ADDITIONAL COVERED PORCH AS I 100 I N FLOOR COVERED AREA \�PARKIGA WI +L RE I A _D NA E (TYPI BORDER E 16•.1x•.5 o•b SPTNTC. P ERs AI ED (TYP) I O -F BLACK ALUM. C V FENCE IIL_ < E.B.P. PICKET m o fl7 V r J. � c� � � 90b5• � // B 1 3• +70_5 _ +,y,5� �_ _ +,2D , .9 ��•`� — — — 111.48' x PAC KEs� PICKET FENCE n —� +9.32 -- 9 53 — --- - +10.45 +70.24 MIDDLE ROAD _9.37 96 _ _ _ _ _10.48 _ _ _ _1 _+1027 3jP A V E D I' _ _ + 20 -o _ �117I .10.27 L.—OVERHEAD UTILITY LINES (TYPICAL) \ o _ — G.V.B +'I POLE— _ GROUND LEVEL SITE PLAN SCALE : 1/8" = V-0" \ \ m SITE 6TAIP5 111 ggpsE. ,•�. nuuxs _ w�rz� t S cn ' EtiM we � 2 33 vrnn«.r D`nm x 6BNStr44m R334U EsnaN=u PNBc+rrs - .--,eaE.w VICINITY MAP LEGAL DESCRIPTION LOT 20. GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 18, PAGE 27, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY FLORIDA OCCUPANCY CLASSIFICATION GROUP R-3 -SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION TYPE'VB' UNPROTECTED/ UNSPRINKLERED FLOOD ZONE: 'X' WIND DESIGN CRITERIA EXPOSURE CATEGORY: C RISK CATEGORY: II ULTIMATE BASIC WIND SPEED: VOLT=170 MPH (3 SECOND GUST) EQ. NOMINAL BASIC WIND SPEED: VASO = 132 MPH (3 SECOND GUST) ENCLOSED BUILDING INT. PRESSURE COEFFICIENT, GCPI=+1-0.18 WIND BORNE DEBRIS REGION MEAN ROOF HEIGHT: WHINt" A.F.F. APPLICABLE CODES 2017 FLORIDA BUILDING CODE - RESIDENTIAL 2017 FLORIDA PLUMBING CODE 2017 FLORIDA ELECTRICAL CODE 2017 FLORIDA MECHANICAL CODE 2017 FLORIDA ENERGY CONSERVATION CODE 2017 FLORIDA EXISTING BUILDING CODE 2014 NATIONAL ELECTRICAL CODE ZONING DISTRICT: GULF STREAM CORE SETBACK REQUIREMENTS (WIDTH OF HOUSE EQUALS 63'-10- x 15% = 9'-7-) SITE AREA TABULATIONS OVERALL SITE AREA: 13,574 SQ. FT. 13,573 S.F. x 33: 4,479 SQ. FT. FAR. LOT COVERAGE ALLOWED: 4,479 SQ. FT. AREA OF STRUCTURE (UNDER ROOF): 3.505 50. FT. 25.821 DRIVES, WALLS, PARKING AREAS: 1,519 SQ. FT. 11.19% POOL AND DECK AREAS: 963 SQ. FT. 7.09% WALKWAYS, STOOPS, A/C PADS: 294 SO. FT. 2.17% LANDSCAPE AREA: 7,293 SQ. FT. 53.73% AREA TABULATIONS 1 ST FLOOR A/C LIVING: 2,329 SQ.FT. 2ND FLOOR A/C LIVING: 1,134 SQ. FT. POOL CABANA A/C: 138 SQ. FT. 2 -CAR GARAGE: 550 SQ. FT. COVERED ENTRY: 40 SQ. FT. COVERED POOL CABANA PORCH: 286 SO. FT. TOTAL UNDER ROOF: 4,477 SQ. FT. OPEN-AIR BALCONY: 162 SQ, FT. ADDITIONAL COVERED PORCH AS ALLOWED PER L.D.R. SECTION 70-72(b): 162 SO. FT. 2ND FLOOR COVERED AREA = 33.92% OF FIRST FLOOR COVERED AREA J ` N/ w aA ICV G W w U) IL J '' wD^ /1v O 1 =ARCHII71CY rc 1045 E. AT L A N T I C AVE. STE. 303 a OELRAY BEA(H, FLA. 33483 x TELEPHONE 561 .272.95 I i I .E I � M U. � M 1 � M L 1a O LL y C N N 00 4n c 100 i m C E -0 a Y L o L � � w D � L Y (, = L � 3 O M H L N D DRAWING: r GROUND LEVEL SITE PLAN Z Q W tt w N x 7-1-18 w a SEAL: N I ❑ K Q a a F U W AR 014128 H REVISIONS: Q a Y W f N C 0 F FILE NUMBER: AN C. w N C IL W I H E N H z w o S Q H ❑ A.1 o 0 AA -111638 I 0 � I 136.15' YI L - 24'.7' SIDE BUILDI G SETBACK LINE r NEW 2 -STORY' I I I I 0 ® _ SIT +GLE I AMIlLY a Y I RESIDENCE O I--- IL �I I W IDo ;s _� "I00 a I ---rI----- LL I I =o i —44 1 29'-]' SIDE STREET BUILDING SETBACK LINE I ( ------------------------------- m I � I ------------ - ------LOT 20 LOT I I r1 I I � � ` -��--�--- -- -- -= -- -111.481-- -- -- -- -- --- ---r I MIDDLE ROAD OVERHEAD UTILITY- LINES (TYPICAL) G.V.% $Fl POLE- — — SECOND LEVEL SITE PLAN SCALE : 1/8" = V-0" ► RECEIVED JUL 3 0 2010 Town of Gulf Stream, FL J O a a a a W w A LL J D N� N O U. W USIA 0 0� 'DEED U F ME 1045 E. ATLANTIC AVE.STE.303 a DELRAV BEACH, FLA. 33483 x TELEPHONE 581.212.9595 i 7 .E co ca u- a M M L w c N 3 n L C N R (D m rc V E o a a 0 L m D O 5 d L 2y M H 0 DRAWING: > SECOND LEVEL SITE PLAN z a z a O W W C %-1-1$ a SEAL: m x p a a F v W AROB 14138 cREVISIONS: a E Y W F C 0 > FILE NUMBER: f w N 0 a E z W 0 S U x A.2 a AAxsss3e3a J w a a 5Q W L� V/ LL J D N� N O LL META a 11-1 N❑ FAR 1:1 'tARCHITCCT z z 1045 E. ATLANTIC AVE.STE.303 a DELRAY BEACH, FLA. 33483 x TELEPHONE 561.272.9595 W N 0: O N W !NN- 0 F o (/� •= L Leo UE PROPOSED SIMPLEX LIFT STATION - GONTRACTOR TO RECEIVE APPROVAL OF SHOP DRAWINGS PRIOR TO INSTALLATION STUCCO PIERS - o oa AR RRC CO OOMINICANCORAL FLAGGING (TYP) MO ` ""LAO A I TEp (TYP) a 4y C 7 w t7 STOOP///�.\/11� °' °PiETro 4 • a RREGUlPH ` ° CORANIN ODINICANN L DECK D4ECK ITYPI ' V♦ ` W M F E.S.P. ALUM ICKET . PFENCE 2'-0•N LOW RETAI WALL 27KW L. P. GAS GENSET\\ _ _______________STUCCO ` • STEP J 12•x12'x —h GATE PIERS - PAINTED (TYP) r, Up TRANS. ELEC, I; III II IIrAAXAS R II B NCH 5 T I �1� ' ❑n�q I ❑ `0O PANEL METER lz-, If I S PLANT • SHELF I ITjOOKI 1 t6 i m Ali 1dY-6' x t�'10' I -- 1 STUDY - CCO PIERS STUCCO ( R ) PAINTED PI ---_---- - - ----- I ---LL__- 1 _- BUILT-IN -- -- --- _,-- _---- — -IL 12'-O' 10'i' - 1 TREMRON TUSCANY' 4.4 HER _ _ _ ------'----� / ~ TR. oISP. D.W.Dw _{ PANTRY 1 II 1 1 \1�1_= x m WINE BEV._-_ QISP_- OIANTER PRIVACY 4WALL F`� �I PAVER PARKING AREA WI I CO RAL BORDER. PAVER CLIORTOD'GLACIEp COLOR TO BE 'GLACIER' ______________�-_-_ _ ______ _____ ___ _ ____-_ ---- zK i Ir- �I I � i -----'-----__--- • l , -- _ -Qi UN. --- _ ly I I HIS- 1 940NCF, . I, l X11 --- WICi �a== ' Ir w'i-- -_ ----- GRP --___ -__= 3� I FOYER -At z KI CHEN 1 Br o•IKI2D• a•� W¢ 8'-4 '-4" 7,_ ry I i O 10 �2'-4• FINISH FL'(O12K•EG.Y • _z _ _ _ _____YyI E _ -__ . __ TREMRON TUSCANY' 4 SPLIT -FACED ANTIQUED UN UP I I s STOR a O.H PRNACY j I, PAVER WALKWICORAL BORDER. PAVER COLOR 'GLACIER' SAFETY B4R R. S W L_ _ _ -_-_ I_------ _-_ __ _ _- - __ ` _-__ �-I--___-__--_______--y l.___________________ � -_- _ _-- _ uv. PLANTER WALL I TO BE (TYP) 1 Z I I 11 I� II 11 DR. tSTUCCO -_ J I r ----------------------- -L ■ '14 •1 1I ATS WINDOW --� SE4T GATE PIERS - PAINTED (TYP) a OA ^ I j • " 1_ 4 H' ROLL -DOWN Ga lF ❑ ❑ 10 9' <• 1 I 1 ' • n IIIMOSOUITO - a ---- _ ---- ---- - -- SCREEN(TYP.� COV. PORCH) o (2)INLINE CONAL STEPPING CORAL STEPPING ROLL-0OWN TUCC1-1-5--hPIERS STUCCOPIERS- ❑ L. P. GAS WK. 1 _---�---- _ STONES(TYP) MOSQUITO SCREEN AND SHUTTER (TYP.ELE PAINTED (TYP) 2'-0'H LOW RETAINING CL.. PANELWALL R-1—POOL CABANA) COMP. \ / x STEP • • • • - - _ z R ' EV. _ 1.25' AV NA I COUP. j ATTIC / \ ACCESS I-- ----_ • I 11 �7I I \ V\I• • �l _L- F. 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PICKET FENCE � RECEIVEDPAVER 16'xt 6'x5'-O'ry STUCCO PIERS- PAINTED (TYP) JUL 4!1Vl/4� 2018 FIRST LEVEL FLOOR PLAN SCALE : 3116" = V.0" { TOWn O{ I G�11 Stream, FL J w a a 5Q W L� V/ LL J D N� N O LL META a 11-1 N❑ FAR 1:1 'tARCHITCCT z z 1045 E. ATLANTIC AVE.STE.303 a DELRAY BEACH, FLA. 33483 x TELEPHONE 561.272.9595 W N 0: N z 7-1-18 If SEAL: N Q U F AR 0016128 REVISIONS: 0 F FILE NUMBER: N o 0 IL W I E N z W J S I 15 A.3 o AP26001636 O N W !NN- 0 F o (/� •= L Leo UE o oa z •E L 0 2 MO ` U LLy a 4y C 7 w t7 7 p N V♦ ` W M F N o DRAWING: B. y FIRST LEVEL FLOOR PLAN Z Q D Z Q O W K N z 7-1-18 If SEAL: N Q U F AR 0016128 REVISIONS: 0 F FILE NUMBER: N o 0 IL W I E N z W J S I 15 A.3 o AP26001636 �% R E C E I V E D q 1 h T o w n o f G u l f S t r e a m , F L S E C O N D L E V E L F L O O R P L A N S C A L E : 3 1 1 6 " = V - 0 " w D D D N F M M E U [ J D [ : ] ' t A R ( H ��T E C T r c 1 0 4 5 E . A T L A N T I C A V E . 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Uo n II II II:II n II II II , � O.H.H 'r- __ll__LLN _I1-JL_1L _lY I C I 12 III II IMI II III III II IMI it II II II III I11 II ILII II AI 11 ,� QR �=0' l• I `�� Br- __ F_=il__LL__Ilry JL_JL_11!r_JSL_11__LL^-IL_.SIL-1I-_L-_J_-I-LL-YLL_JL_-1L 11__L--6 _ u L_li' 12 12 I LI rl. II�j� 12 8� 18 2-0 - n CRICKET - C H -� n JpY 1 BELOW �r h� j' �1 1, rvr -_@ �Q CRICKET _ BELOW 1 - - O.H. I I nr .=A f-- _ J -I STONE ENR3Y -_1 12 RIDGE 12 T� RIDGE RIDGE 12 -n2 ,R. RIDGE BURROUND 0 - Br I� I 2 O4 2=0 --- - PARAPET CBELOW r y =1L - 12 CRI CXEf _I ELOW B q 12 -- --- - \�� I a 12 i- TI -i 5S-1 , TI--IIT-n PARAPET —_—_ __—_12 6EQ.SPACES 8r— 11 1 R• L c -a rN ury J 12 IL_= 2-0 I I? fi n n'o n _, SIB r 9 EQUAL SPACER CG' ` O.X. II 9 EQUAL SPACES L 6 EQUAL SPACES _J ,� J1_1L_Ilry _IL_11_- LINE OF 12'-0' o _BALCONY 9 EQUAL SPACES O.H. BELOW jut I V O 4/n of 0 'r Q _____________L Gulf"raam OA IF - a --I2 R. -18 _J Bf- 1_=� 2._O.1 n w 20 a 1212 I pox w `=�1 II er- ❑ 1 -=1 �Q L- 11- -_— _ I--n;-il-'r--R--li-ii - nr-no n --ii- C- 11 0; 011 II II II II it II pll ry I I 11 EQUAL SPACES I I I9 EQUAL SPACES ROOF PLAN SCALE : 3/16" - V 0" J a N0 NES a a a a W 1- y LL J 0 w 0 LL m ii El F33 ED 'LARCHITCCT _ z 104S E.ATLANTI( AYE.STE.303 a DELRAY BEACH, FLA. 33483 TELEPHONE 561.272.3535 Y I i •E co LL 0.11111 LL O Zl CD 0 N (7� C m 3 E i �U as e L oo A LL -� d w r d C w (3 L n o DRAWING: y ROOF PLAN z a ❑ Z a w Y w N z 7.1.18 W X SEAL: _ u a a a F U W AR 0016121 H v REVISIONS: a a 7 Y W J 0 } FILENUMBER: H � N a a w H E W o S N Z h A.5 0 AA2fi001636 TOP OF ROOF HEIGHT ROOF BEARING HEIGHT ELEV. • +21'-103' A.F.F. I I SECOND FLOOR HEIGHT (TOP OF SLAB; ELEV.=+t1'- O'A.FF. A LOW ROOF BEARING HGT_ E A.F.F. 518' 2 -COAT SMOOTH STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) _ TYPICAL FINISH FLOOR HEIGHT ELEV. = ♦t1'-9' N.A.V.D T/8'Ih 3 -COAT SMOOTH STUCCO FINISH OVER PAPER -BACKED MTL. LATH ON 518' EXT. GRADE PLYWOOD OVER WD. FRAMING - PAINTED 1 {TYPICAL) \\I tY EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH' -ULTRA WHITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER 30k FELT T.T. TO 518' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSES (TYP) 2 -STEP RAISED SMOOTH STUCCO HEADER- 1 PAINTED (TYP) PRE -FAB. CONC, CHIMNEY CAP W/ SLICK FINISH - PAINT TO MATCH STUCCO COLOR (TYP) RAISED 4 -STEP SMOOTH STUCCO BANDING - PAINTEDTYP PAINTED(-) 7/6'th 3 -COAT SMOOTH STUCCO TOP OF ROOF HEIGHT FINISH OVER PAPER -BACKED MTL. ELEV. = +25'-5' A.F.F.I LATH ON 5l S' EXT. GRADE PLYWOOD 12 EXPOSURE WHITE BORAL ROOFING OVER WD. FRAMING -PAINTED 'BERMUDA SMOOTH' - ULTRA WHITE - (TYPICAL) COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TV PLUS' SELF ADHERING UNDERLAYMENT OVER 308 4 x 6 SAS CLEAR CEDAR FELT T.T. TO 518- EXT. GRADE PLYWOOD OUTRIGGERS -PAINTED SHEATHING ATTACHED TO PRE -FAB WOOD (TYPICAL) TRUSSES (TYP) ROOF BEARING HEIGHT ELEV. =+21'-111'AF.F. CONTINUOUS COPPER 10'ST RAISED SMOOTH DRIP EDGE (TYP) STUCCO HEADER - Q'� � PAINTED ITYP) - 4 x 6 OUTRIGGERS CLCEDAR EAR `�\d\ CEDAR OUTRIGGERS E a - (TYPICAL) 6712 Piii�ttt�N9� 444...j[[WF.. ��1YII,, o � \ I SECOND FLOOR 'EIGHT LLLL spspAAJT 91 (TOP OF SLAB) b CONTINUOUS COPPER ELEV=+11.10'AF. F. s[�U GRIP EOGE(TYP) LOW ROOF BEARINGHGT. ELEV.=+10'-0' A.F.F. 1 7 4 <y HEW LM 2'h RAISED SMOOTH NWIF TO STUCCO CAP /D O L R BED - 518-2-PAINTED (TVP) i BRON2E (TW)uB pp STU 2 -COAT FIN SMO AIIN P6 IV7 STUCCO FINISH -PAINTED (PRIMER PLUS 2 -COATS) PT TYPICAL Im❑ someoFIN BM FLOOR HEIGHT _ ELEV. = 0'-0' (REF. ONLY? ELEV.=+11'-9' N.q V.D. _ 12' EXPOSURE WHITE SORAL ROOFING 'BERMUDA SMOOTH' - ULTRA WHITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLVSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER - FELT T.T. TO SB' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD ......_,.._. _... __ _.._. SLICK FINI H _._.._ WINDO RESISTANT &CAP WMATCHFINISH- MAHOGANY INSET LOUVER WINDOW (TYP) PAINT (T MATCH STUCCO ENTRY DOOR WI BIDE COLOR (NP) LIGHTS -STAINED (TVP) 12' EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH' -ULTRA WHITE - COLOI THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER 308 FELT T.T. TO SIB' EXT. GRADE PLYW000 SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSES (TYP) 2T RAISEDSTUCCO CAP STUCCO CAP - I STEPTUCCO RAISED SMOOTH PAINTED (TVP) STUCCO SURROUND - \ PAINTED (TYP) PRE -FAB. CC CAP WI SLI( PAINT TO MA COLOR (TYP) 1 RAISED 6 -STEP SMOOTH 6AINJI, STUCCOBANDNGP)TLOUVER WITH 2h RAISED STUCCO SILL (TYP) STATIONARY E.S.P. DECORATIVE INSET LOUVER ALUMINUM S1DE AND BAHAMA SHUTTERS (TYP) WHITE FACTORY PAINTED DOMINICAN CORAL 2 -STEP RAISED - STATIONARY E.S.P. DECORATIVE EURROUND(TYP) SMOOTH STUCCO SILL INSET LOUVER ALUMINUM SIDE - PAINTED (TYP) AND BAHAMA SHUTTERS (TVP) EAST ELEVATION SCALE: 3116" = 1'-0" ALONG GULF STREAM ROAD 16'x16'x5'-0'h PIER W/ 5/8-th 2 -COAT SMOOTH STUCCO FINISH AND RAISED CAP - PAINTED (TYP) 2T RAISED SMOOTH Z STUCCO CAP - PAINTED (TYP) 5/6.2 -COAT SMOOTH STUCCO FINISH -PAINTED (PRIMER PLUS 2 -COATS) TYPICAL ► RECEIVE® t S5/8'TUCCOOFINISSMOTH H OP AI JlJL 3 0 201 (PRIMER PLUS 2 -COATS) DECORATIVE WALL MOUNTED -TYPICAL LANTERNOIL RUBBED Town of Guff Stream, FL FINISH - OIL RUBBED BRONZE ITYP) INSET COPPER LOUVER WITH 2'h RAISED PRE -FAB. CONIC. FRETWORK 5/8' 2 -COAT SMOOTH I PAINT LEGEND SLICK FINISH Pt {SSHioo*Hsncco.lsruccow *EarwSLEI P° FLIT'IsBuPADE.oITa' 'O"LH .EiA..-Boow Rsl - -az aFwov-Nlx-SATIN P] P2 {soFrrr. FEEN AscE.. o 1.2 EEAD ANo wo ra_I PS BEEN 11 TITreasl F6 {Rr.IurlEs ulo raFTwoaR�LAT P3 {EjIPIR-"ITI - lwlxoowsoIYD000nsSATIH ALL PAINT 11LIBE IIE TI BE IANU-11ED BY SENIAII .—I.wlulwus-WOOD DIED—sERlEs CCNTRwCTCR ER ALL TO H{t) coATPRIMERAHDA2`.n P8 N.... TO "Al' 'AwT_ESS v_r.1lx SATIN PROVIDE 4a4 WALL SAMPLES11 (x LOC11 A IOHsI FOR APPROvsOr ivP.l. PB ill— III ENT11 — AND ns-jTla AvvROvwLoe MANUFACTUREp BY PRE -FAB. CONC, CHIMNEY CAP W/ SLICK FINISH - PAINT TO MATCH STUCCO COLOR (TYP) RAISED 4 -STEP SMOOTH STUCCO BANDING - PAINTEDTYP PAINTED(-) 7/6'th 3 -COAT SMOOTH STUCCO TOP OF ROOF HEIGHT FINISH OVER PAPER -BACKED MTL. ELEV. = +25'-5' A.F.F.I LATH ON 5l S' EXT. GRADE PLYWOOD 12 EXPOSURE WHITE BORAL ROOFING OVER WD. FRAMING -PAINTED 'BERMUDA SMOOTH' - ULTRA WHITE - (TYPICAL) COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TV PLUS' SELF ADHERING UNDERLAYMENT OVER 308 4 x 6 SAS CLEAR CEDAR FELT T.T. TO 518- EXT. GRADE PLYWOOD OUTRIGGERS -PAINTED SHEATHING ATTACHED TO PRE -FAB WOOD (TYPICAL) TRUSSES (TYP) ROOF BEARING HEIGHT ELEV. =+21'-111'AF.F. CONTINUOUS COPPER 10'ST RAISED SMOOTH DRIP EDGE (TYP) STUCCO HEADER - Q'� � PAINTED ITYP) - 4 x 6 OUTRIGGERS CLCEDAR EAR `�\d\ CEDAR OUTRIGGERS E a - (TYPICAL) 6712 Piii�ttt�N9� 444...j[[WF.. ��1YII,, o � \ I SECOND FLOOR 'EIGHT LLLL spspAAJT 91 (TOP OF SLAB) b CONTINUOUS COPPER ELEV=+11.10'AF. F. s[�U GRIP EOGE(TYP) LOW ROOF BEARINGHGT. ELEV.=+10'-0' A.F.F. 1 7 4 <y HEW LM 2'h RAISED SMOOTH NWIF TO STUCCO CAP /D O L R BED - 518-2-PAINTED (TVP) i BRON2E (TW)uB pp STU 2 -COAT FIN SMO AIIN P6 IV7 STUCCO FINISH -PAINTED (PRIMER PLUS 2 -COATS) PT TYPICAL Im❑ someoFIN BM FLOOR HEIGHT _ ELEV. = 0'-0' (REF. ONLY? ELEV.=+11'-9' N.q V.D. _ 12' EXPOSURE WHITE SORAL ROOFING 'BERMUDA SMOOTH' - ULTRA WHITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLVSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER - FELT T.T. TO SB' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD ......_,.._. _... __ _.._. SLICK FINI H _._.._ WINDO RESISTANT &CAP WMATCHFINISH- MAHOGANY INSET LOUVER WINDOW (TYP) PAINT (T MATCH STUCCO ENTRY DOOR WI BIDE COLOR (NP) LIGHTS -STAINED (TVP) 12' EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH' -ULTRA WHITE - COLOI THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER 308 FELT T.T. TO SIB' EXT. GRADE PLYW000 SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSES (TYP) 2T RAISEDSTUCCO CAP STUCCO CAP - I STEPTUCCO RAISED SMOOTH PAINTED (TVP) STUCCO SURROUND - \ PAINTED (TYP) PRE -FAB. CC CAP WI SLI( PAINT TO MA COLOR (TYP) 1 RAISED 6 -STEP SMOOTH 6AINJI, STUCCOBANDNGP)TLOUVER WITH 2h RAISED STUCCO SILL (TYP) STATIONARY E.S.P. DECORATIVE INSET LOUVER ALUMINUM S1DE AND BAHAMA SHUTTERS (TYP) WHITE FACTORY PAINTED DOMINICAN CORAL 2 -STEP RAISED - STATIONARY E.S.P. DECORATIVE EURROUND(TYP) SMOOTH STUCCO SILL INSET LOUVER ALUMINUM SIDE - PAINTED (TYP) AND BAHAMA SHUTTERS (TVP) EAST ELEVATION SCALE: 3116" = 1'-0" ALONG GULF STREAM ROAD 16'x16'x5'-0'h PIER W/ 5/8-th 2 -COAT SMOOTH STUCCO FINISH AND RAISED CAP - PAINTED (TYP) 2T RAISED SMOOTH Z STUCCO CAP - PAINTED (TYP) 5/6.2 -COAT SMOOTH STUCCO FINISH -PAINTED (PRIMER PLUS 2 -COATS) TYPICAL ► RECEIVE® t S5/8'TUCCOOFINISSMOTH H OP AI JlJL 3 0 201 (PRIMER PLUS 2 -COATS) DECORATIVE WALL MOUNTED -TYPICAL LANTERNOIL RUBBED Town of Guff Stream, FL FINISH - OIL RUBBED BRONZE ITYP) INSET COPPER LOUVER WITH 2'h RAISED PRE -FAB. CONIC. FRETWORK 5/8' 2 -COAT SMOOTH I STUCCO SILL (TYP) & CAP Wl PINTTO MATCHSTUCCO SLICK FINISH - COLOR(TVP) 10' RAISED SMOOTH E.S.P. DECORATIVE INSET LOUVER ALUM. BAHAMA T STATIONARY E.S.P. SHUTTER (TYP) PRE -FAB. CONC. CHIMNEY CAP WI SLICK FINISH - INSET LOUVER ALUM. DBL GATE PAINT TO MATCH STUCCO COLOR TYP m m m r-jl I�3 Y _ 1 W EMOOM a Elm ❑ LIA �❑ WARCHVTECT I E 1045 [.ATLANTIC AVE.STE.303 < DELRAY BEACH, FLA. 33483 TELEPHONE 561.212.3535 Y D J s F o� 12'x12'x4 4T GATE - I PIER W/ 5I6'Ih 2 -COAT Ef•1E_/ C SMOOTH STUCCO FINISH AND RAISED CAP - PAINTED(TYP) B D Q L S 0 G ' F W - u L L C V/ u LL' H POWDER COATED SELF-CLOSING 5/8' 2 -COAT SMOOTH I FACTORY FINISHED MIAMI E.S.P. DECORATIVE INSET 2 -STEP RAISED PRE -FAB. CONIC. FRETWORK 10' RAISED SMOOTH 2 -STEP RSED SMOOTH I III- 2 -COAT SMOOTH STATIONARY E.S.P. 5/6' 2 -COAT SMOOTH POWDER COATED SELF-CLOSING INSET LOUVER ALUM. DBL GATE STUCCO FINISH - PAINTED DADE COUNTY APPROVED LOUVER ALUM. BAHAMA SMOOTH STUCCO SILL &CAP W/ SLICK FINISH- STUCCO HEADER- STUCCO SURROUND- STUCCO FINISH -PAINTED DECORATNE INSET LOUVER STUCCO FINISH -PAINTED INSET LOUVER ALUM. GATE W/ W/ HANDLE AT +54' ABV. (PRIMER PLUS 2 -COATS) IMPACT RESISTANT O.H. SHUTTER (TYP) -PAINTED (TVP) PINT TO MATCH STUCCO PAINTED (TYP) PAINTED (TYP) (PRIMER PLUS 2 -COATS) ALUMINUM SHUTTERS (TYP) (PRIMER PLUS 2 -COATS) HANDLE AT *54' ABV. GRADE 2 GRADE(TYP) -TYPICAL GARAGE DOOR (TYP) COLOR(TYP) -TYPICAL -TYPICAL (TVP) 0 �0 ` SOUTH ELEVATION Oc SCALE :3116" = 1'-0" ALONG MIDDLE ROAD (L •E M M LL a M L � � O 17 /♦ Lm T W N 00 N = V/ •r c� ii L V va •E L w A M E rn LL T! 2 r V � 75o S L ; V ♦ M F_ DRAWING: EXTERIOR ELEVATIONS 7.1-18 SEAL: AR001°128 REVISIONS: FILE NUMBER N E S A.6 AA26001638 TOP OF ROOF HEIGHt A.F.F. I ROOF BEARING HEIGHT I ELEV. • +21'-10{'A.F.F. , SECOND FLOOR HEIGHT (TOP OF SLAB) ELEV. = +11'-104- A.F. FINISH FLOOR HEIGHT _ ELEV. - (REF. ONLY) ELEV.=+ 11'-9- N.A.V.D. 12' EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH'- ULTRA WHITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS FOLYSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER 30M FELT T.T. TO S - EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSES (TYP) 4 16 S4S CLEAR CEDAR OUTRIOGERS -PAINTED (TYPICAL) 12 ('--12 CONTINUOUS COPPER ii DRIP EDGE (TYP) 2 -STEP RAISED SMOOTH STUCCO SURROUND - PAINTED (TYP) P4 a IMPACTFACTORY PAINTED P2 •R�;, IMPACT RESISTANT WINDOW(TYP) 4 x 6 S4S CLEAR CEDAR OUTRIGGERS - PAINTED (TYPICAL) 12 i ? CONTINUOUS 6� PJ COPPERDRIP Y EDGE(TYP) D ' r P2 P4 2-STEF RAISED SMOOTH P3 P1 —1 P3 I I 5/6. 2 -COAT SMOOTH 2 -STEP RAISED WHITE FACTORY WHITE FACTORY PAINTED PAINT LEGEND STUCCO FINISH - PAINTED SMOOTH STUCCO SILL PAINTED IMPACT IMPACT RESISTANT DOOR (PRIMER PLUS 2 -COATS) -PAINTED(TYPI RESISTANTWINDOW m.p) - TYPICAL (TYP) P1 LFI P4 ISlus inrOABsIw,xoowe n0s6sl P] -GUMaE�RE �'--'I-DZ READv-Mlx -sgrlN P2UP11-11TE- I— o r TR ul FFrw Gftssry -wHIr6 DovD•-'I-DB' - F r PS.4 ATN YNAR-III). sHFI6HUTTERs) PB IR41LINo5 AND FftErwITKI LA P3 (EATEXIII 11.11UMlw1xOows 1MDooas�ArlN P6IIA rNlx-swTIN P9 ICU9T.. uAS _ D. -III ID-IDHrs1 IN PRE -FAB. CONC. CHIMNEY sHERwIN wILUAMs-wa0o cuss,cs sERlEs coxixgcroP ro PRov,oE4x, WALL SA.PLEfi(2 LocA*orvsI FOR AIII El 11 11"1 1— ALL GVROVAL.D B[MnrvvrwcruREx ar CANT TOM T FINISH STUCC PAINT (THATCH STUCCO T n P P PAI COLOR (TYP) ALL c16 vE(1)c ATP R AHD (2) Covers PAlxi P sE ITYPO. STUCCO SURROUND - PAINTED (TYP) WHITE FACTORY PAINTED IMPACT RESISTANT WINDOW IttP) P4 PRE -FAB. CONC. CHIMNEY CAP W/SLICK FINISH - PAINT TO MATCH STUCCO COLOR (TYP) RAISED 4 -STEP SMOOTH STUCCO BANDING - PAINTED (TYP) �2 [d� u 2-M1 RAISED SMOOTH srucco cqv- PAINTED (TVP) T/6'1M1 3 -COAT SMOOTH STUCCO FINISH OVER PAPER -BACKED MTC. LATH ON SIB' EXT. GRADE PLYWOOD OVER W0. FRAMING -PAINTED (TYPICAL) 4 x 8 543 CLEAR CEDAR CUT (TYP -PAINTED (TYPICAL) CONTINUOUS COPPER DRIP EDGE (TYP) 2 -COAT SMOOTH STUCCO FINISH -PAINTED (PRIMER PLUS 2 -COATS) -TYPICAL I-- el L 12' EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH' -ULTRA WHITE - I COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLVSTICK TU PLUS' SELF ADHERING UNDERLAVMENT OVER 3Dp FELT T.T. TO 5/6- EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSES (TYP) LEON0 S. EI ON F] 4 x B 545 CLEAR CEDAR WTRIGGERS I -PAINTED == I6 (TYPICAL) - CONTINUOUS COPPER �+ = DRIP EDGE (TVP) �4 12-z12-zd'-d'M1 GATE 2 -STEP RAISED PIER WI SI6'tM1 2 -COAT SMOOTH I � SIS- 2 -GOAT SMOOTH SMOOTH STUCCO FINISH I—i STUCCO FINISH - PAINTED ANORAISEDCAP - SUURROUND- (PRIMER PLU52-COATS) p6 a PAINTED (TYP) PAINTED (TVP) I -TYPICAL a _ POWDER COATED SELF-CLOSING L /i, INSET LOUVER ALUM, GATEWI PI HANDLE AT +54'ABV. GRADE (—, Is 1a (TYP) LL Mal TOP OF ROOF HEIGHT ELEV.=+29'-S. A.F.F. ROOF BEARING HEIGHT ELEV.=+21'-10! A.F.F. lTH 1 FINISH OVER PAPER -BACKED MTC. LATH ON 516' EXT. GRADE PLYWOOD OVER D. FRAMING -PAINTED (TYPICAL) 4 x 6 SAS CLEAR CEDAR OUTRIGGERS - PAINTED (TYPICAL) CONTINUOUS COPPER DRIP EDGE CIE) 2T RAISED SMOOTH STUCCO GAP - STINTED (TYP) STATIONARY E.S.P. ALUMINUM SHUTTERS (T'Pj WEST ELEVATION SCALE : 3116" 5/B -2 -COAT SMOOTH ( STUCCO FINISH -PAINTED [7� IM —z (PRIMER PLUS 2LOAT5) -TYPICAL = 1'-0" � REC E11/E p JUL 3 ® e/� 1[� � L®1(�12 12 12' EXPOSURE WHITE BORAL ROOFING DECORATIVE WALL MOUNTED own -' • , ©p V 'BERMUDA SMOOTH' - ULTRA WHITE- 5/5'2 -COAT SMOOTH LANTERN W/ FACTORY TT uhf Stre COLOR -THROUGH SLURRY FLAT CONCRETE STUCCOFINISH- PAINTED FINISH - OIL RUBBED a1h FL TILE ON'POLYGLASS POLVSTICKTU PLUS' (PRIMER PLUS 2 -COATS) BRONZE (TYP) / SELF ADHERING UNDERLAVMENT OVER 304 -TYPICAL FELT T.T. TO 5/6' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD INSET COPPER LOUVER 2 -STEP RAISED SMOOTH TRUSSES (TYP) STUCCO SURROUND - WITH 2'M1 RAISED PAINTED (TVP) 2'M1 RAISED SMOOTH STUCCO SILL TYP) STUCCO CAP - 2 -STEP RAISED SMOOTH PAINTED (TVP) STUCCO SURROUND- RITE FACTORY STATIONARY E.S.P. PAINTED TYP) PAINTED IMPACT DECORATIVE INSET LOUVER RESISTANT WINDOW ALUMINUM SHUTTERS (TYP) (TYP) >� S/6. 2 -COAT SMOOTH 13' EXPOSURE WHITE BORAL ROOFING I --1 STUCCO FINISH - PAINTED 'BERMUDA SMOOTH'-ULTRAWHITE- - 'T COLOR -THROUGH SLURRY FLAT CONCRETE (PRIMER PLUS 2 -COATS) TILE ON'POLYGLASS POLVSTICK TU PLUS' P -TYPICAL SELF ADHERING UNDERLAVMENT OVER 30k FELT T.T. TO SIS' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD 2'M1 RAISED SMOOTH TRUSSES (TYP) I STUCCO BANDING - PAINTED (TVP) DECORATIVE WALL MOUNTED �F� �- P2 P2 LANTERN W/ FACTORY .LAG - FINISH -OIL RUBBED ,LA\Z1 L PS BRONZE (TYP) '1 P4 �6 4x6565 CLEAR CEDAR e OUTRIGGERS -PAINTED P3 \_ d z B $45 CLEAv CEDAR (TYPICAL) d D C 2 -STEP RAISED OUTR GGERS PAINTED SMOOTH STUCCO SILL FAINTED SECOND FLOOR HEIGHT ' -r"T 4{'- MTOI OPAL A (TOP OF SLAB? + 7i'i 3URR0 (TYP) � � ELEV.•+11 101'A.FF y LOW ROOF BEARING '1' FT ELEV . 0--0- AF - 'la �yjb_ V- 16'zt 6-z5 O -M1 PIER WI � ^' L L 5/6-IM1 -COAT 7 2 SMOOTH STUCCO FINISH AND IR -SED CAP PANTED (TYP) 2'M1 RAISED SMOOTH LAP • PATUOLO o ED ITvvl "' a SSM FLOOR Y ❑ E1LEU. = 0'-0' (REF. ONLY) A^ ELEV.I N.A.V.D. 5/B -2 -COAT SMOOTH ( STUCCO FINISH -PAINTED [7� IM —z (PRIMER PLUS 2LOAT5) -TYPICAL = 1'-0" � REC E11/E p JUL 3 ® e/� 1[� � L®1(�12 12 12' EXPOSURE WHITE BORAL ROOFING DECORATIVE WALL MOUNTED own -' • , ©p V 'BERMUDA SMOOTH' - ULTRA WHITE- 5/5'2 -COAT SMOOTH LANTERN W/ FACTORY TT uhf Stre COLOR -THROUGH SLURRY FLAT CONCRETE STUCCOFINISH- PAINTED FINISH - OIL RUBBED a1h FL TILE ON'POLYGLASS POLVSTICKTU PLUS' (PRIMER PLUS 2 -COATS) BRONZE (TYP) / SELF ADHERING UNDERLAVMENT OVER 304 -TYPICAL FELT T.T. TO 5/6' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD INSET COPPER LOUVER 2 -STEP RAISED SMOOTH TRUSSES (TYP) STUCCO SURROUND - WITH 2'M1 RAISED PAINTED (TVP) 2'M1 RAISED SMOOTH STUCCO SILL TYP) STUCCO CAP - 2 -STEP RAISED SMOOTH PAINTED (TVP) STUCCO SURROUND- RITE FACTORY STATIONARY E.S.P. PAINTED TYP) PAINTED IMPACT DECORATIVE INSET LOUVER RESISTANT WINDOW ALUMINUM SHUTTERS (TYP) (TYP) >� S/6. 2 -COAT SMOOTH 13' EXPOSURE WHITE BORAL ROOFING I --1 STUCCO FINISH - PAINTED 'BERMUDA SMOOTH'-ULTRAWHITE- - 'T COLOR -THROUGH SLURRY FLAT CONCRETE (PRIMER PLUS 2 -COATS) TILE ON'POLYGLASS POLVSTICK TU PLUS' P -TYPICAL SELF ADHERING UNDERLAVMENT OVER 30k FELT T.T. TO SIS' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD 2'M1 RAISED SMOOTH TRUSSES (TYP) I STUCCO BANDING - PAINTED (TVP) DECORATIVE WALL MOUNTED �F� �- P2 P2 LANTERN W/ FACTORY .LAG - FINISH -OIL RUBBED ,LA\Z1 L PS BRONZE (TYP) '1 P4 �6 4x6565 CLEAR CEDAR e OUTRIGGERS -PAINTED P3 \_ d z B $45 CLEAv CEDAR (TYPICAL) d D C 2 -STEP RAISED OUTR GGERS PAINTED SMOOTH STUCCO SILL FAINTED SECOND FLOOR HEIGHT ' -r"T 4{'- MTOI OPAL A (TOP OF SLAB? + 7i'i 3URR0 (TYP) � � ELEV.•+11 101'A.FF y LOW ROOF BEARING '1' FT ELEV . 0--0- AF - 'la �yjb_ V- 16'zt 6-z5 O -M1 PIER WI � ^' L L 5/6-IM1 -COAT 7 2 SMOOTH STUCCO FINISH AND IR -SED CAP PANTED (TYP) 2'M1 RAISED SMOOTH LAP • PATUOLO o ED ITvvl "' a SSM FLOOR Y ❑ E1LEU. = 0'-0' (REF. ONLY) A^ ELEV.I (TYPICAL) (TVP) -/DRIP ❑ CONTINUOUS COPPER EDGE (TYP) = 1'-0" m ' RAISED SMOOTH STUCCOLAP - PAINTEU (ttP) WHITE FACTORY ' 12 -x12 -x4' -4'M1 GATE 2 -STEP RAISED 2 -STEP RAISED 10' RAISED SMOOTH 5/B- 2 -COAT SMOOTH 5/B- 2 -COAT SMOOTH POWDER COATED SELF-CLOSING PAINTED IMPACT CURVED STANDING PIER W/5I8'IM1 2 -COAT SMOOTH STUCCO SMOOTH STUCCO STUCCO HEADER- RESISTANT WINDOWS STUCCO FINISH -PAINTED SEAM ifi4z COPPER WHITE FACTORY PAINTED STATIONARY E.B.P. STUCCO FINISH -PAINTED INSET LOUVER ALUM. PBL. GATE IMPACT RESISTANT DOOR DEGORATNE INSET LOWER SMOOTH STUCCO FINISH SILL - PAINTED HEADER - PAINTED PAINTED (TYP) AND DOORS (TVP) (PRIMER PLU52-GOATS) ROOF (TYP) (PRIMER PLUS 2 -COATS) W/HANDLE AT -4' ABV, AND RAISED CAP- (TYP) (TVP) -TYPICAL (TYP) ALUMINUM SHUTTERS (TYP) -TYPICAL GRADE (TYP) PAINTED (TVP) NORTH ELEVATION SCALE: 3/16" W m U /1q My❑. �1ryII'� yp� Il�F y❑p SITI 4l U9 � IY I Y LL < Y z 1045 E. ATLANTIC AVE.STE.303 DELRAY BEACH, FLA. 33483 � TELEPHONE 56 1.272.9595 Y M M L � a O OU. T y N ° � N t •N •= R � E 2, •� L LL o R N M H DRAWING: EXTERIOR ELEVATIONS 7.1.18 SEAL: AR001 4126 REVISIONS: FILE NUMBER: N E S Al A A26001636 3054 GULF STREAM ROAD MIDDLE ROAD 3112 GULF STREAM ROAD 3120 GULF STREAM ROAD (EXISTING) R.O.W. (PROPOSED) (EXISTING) 3121 POLO DRIVE (EXISTING) ALLEY R.O.W. STREETSCAPE ANALYSIS DRAWING SCALE: 1' =10'-V ALONG GULF STREAM ROAD 3112 GULF STREAM ROAD (PROPOSED) STREETSCAPE ANALYSIS DRAWING SCALE : 1-10'-G" ALONG MIDDLE ROAD RECEIVE®. JUL 3 0 2018 ` Own of Gulf Stream, FL 0 �ARCHs7ECV 1045 E. AT IAN T I C AVE. ST E. 303 a DELRAY BEACH, FLA. 33483 r TELEPHONE 561.212.3555 s a a •E M M u- a M M L � � Q � LL c y N 'O .N t .N R � E C) R _ as •E L W coo LL N LL fn i T! � w O O r LL 0 C 0 DRAWING: PRELIMINARY GROUND LEVEL SITE PLAN 7-1-18 SEAL: AR0014128 REVISIONS: RLENUMBER: A.8 I AA2fi001fi]8 EAST ELEVATION slow ou.F a11�,w noao ELEVATION RECEIVED JUL 3 p 2O1g Town of G"f Stream, FL project: cannizzaro residence town of gulf stream, florid. clave bodker Inchcape ardlittectu a/gemhp hc, 601 n. congress ave., suite 105-a delray beach, Florida 33445 561-276-6311 #LA0000999 sheet title: elevation plan project number: 2318 date: o�. scale: i/e- - r -o - drawn by: st revisions: A A A A A A sheet: L-1 1 of 4 sheets MIDDLE ROAD _ hedge m ® RECava) JUL 3 0101a Town of Gulf Stream, FL ^eO e e prop—t, cannizzaro residence g'If stream. fl dave bodkor 4 bc" ardytectre/owy ft nc 601n. congress eve_ sot. 105-0 delray beach. Florida 33445 561-276-6311 #LA0000999 sheet titf- illustrative plan 2318 date- o�iosizoie scale vs - r -o• drawn by- Imb rev�so^s= A sneet� NORTYl acL-2 2 of 5 sheets C T P . / M I D D L E R O A D G v A 4 F ' _ L E G E N D W E X I S T I N G T R E E S T O B E R E M O V E D + E X I 5 T I N G T R E E S T O R E M A I N " E X I S T I N G P A L M S T O R E M A I N E X I S T I N G T R E E L I S T A P l u n a r u b r a , r r e n g l p e n l 2 0 ' M . x 2 0 ' a p r . , W c e l . 5 D " l o n l x r " g l e / 7 i o g e l P o l n a l a a e 2 5 ' h ! . x 4 0 ' a p r , I S ' c e l . C D " l o n l x " g / " a l P o l n c l a m 2 5 ' h t . x 3 5 ' o p r . , I W c a l . D R o g a t o r r a r " g l a / R o y e l P a l m 4 0 ' K . �% R E C E I V E D J U L 3 0 1 0 1 0 T o w n o f G u l f S t r e a m , F L p r o j e c t . c a n n i z z a r o r e s i d e n c e g u l f e t e l . . f l d a v e b o d k e r k r i d e c " e r d y t e c l u r e l p l e m i g n r - G 0 1 n . c o n g r e s s a v e . . s u i t e 1 0 5 - a d e f r a y b e a c h . f l o r l d a 3 3 4 4 5 5 6 1 - 2 7 6 - 6 3 1 1 # L A 0 0 0 0 9 9 9 s h e e t t i t l e = e x i s t i n g t r e e p l a n p r o j e c t n u m b e r : 2 3 1 8 d n t e o v i o 3 i z o n e s c a l e , T - 2 0 ' d r a w n b y l I m b r e V l s l o n s E X I S T I N G T R E E S T O - R E L O C A T E D ( ��) N E W L O C A T I O N O F L O C A T E D T R E E S O P R O P O S E D P A L M S O P R O P O S E D T R E E S A P l u n a r u b r a , r r e n g l p e n l 2 0 ' M . x 2 0 ' a p r . , W c e l . 5 D " l o n l x r " g l e / 7 i o g e l P o l n a l a a e 2 5 ' h ! . x 4 0 ' a p r , I S ' c e l . C D " l o n l x " g / " a l P o l n c l a m 2 5 ' h t . x 3 5 ' o p r . , I W c a l . D R o g a t o r r a r " g l a / R o y e l P a l m 4 0 ' K . �% R E C E I V E D J U L 3 0 1 0 1 0 T o w n o f G u l f S t r e a m , F L p r o j e c t . c a n n i z z a r o r e s i d e n c e g u l f e t e l . . f l d a v e b o d k e r k r i d e c " e r d y t e c l u r e l p l e m i g n r - G 0 1 n . c o n g r e s s a v e . . s u i t e 1 0 5 - a d e f r a y b e a c h . f l o r l d a 3 3 4 4 5 5 6 1 - 2 7 6 - 6 3 1 1 # L A 0 0 0 0 9 9 9 s h e e t t i t l e = e x i s t i n g t r e e p l a n p r o j e c t n u m b e r : 2 3 1 8 d n t e o v i o 3 i z o n e s c a l e , T - 2 0 ' d r a w n b y l I m b r e V l s l o n s L I L A L A A s h e e t N O R T H - I A 3 o f 5 s h e e t s a.V.a 4FH� —_ — PLANT LIST eYm B9TANICAVC01'7"ION NAME AM3 T'lPle la Iowa 11 Trlpl® CYTlstmaa PaM BB B '" I. cl.k re Hong Korg Orchld Cl Clams spp. Llm. Tree O1' Clt— "PP. Grapefrult Tree C12 Cltrw epp. Lemon Tree C13 CIt— epp. Orange T— ED Eleeocarpue declplene J.Peneee Blueberry HB Hlbl.aae app. Htblsae 5tanderd JH JetropFN epp. Jatropha Btenderd KU Kumquat epp. Kumquat MG Magoon& grdlflore Magrwlla en PB PF -1. .9 1-1. NI—ter Palm VM3 Vellchle montomeryeb Trlpls Mantg try Palm lug Ubdyetla blfurcate Fozlall palm 4rdrontappho.nlx el.zardra. 4lezandre Pelm ANN A I. 'patter BEG Beg la odor &!& 'Alba' LLhlte B.gonla BRO Bromellad spp. u It. 13-11ad COR ':L Ilse Ih —.a 14 ltan TI CYC 4. e,.obea King Sago CYRrtomllm "I—t- 21119y Fmn DIA DlanelI. to —ce Blueberry Flax Llly FIG Ficus ml—P. Green Ietand GAR Gardenia .pp. Gardenia IRI Irl. Vlrglnlce Blue MIS Irl. 1%4 Ixore Tore Grant' Nor. Great Ixora JAB Ja.mlrun volublle LL . J -1 - UR Llrlope c mgrean gle. filar& Lmlope MAN Meno—TH. Mandevllla vine OPu Ophlcpogon Japanlcue Moodo Grate PLE Plaomale refl.xa Dreceew POD Podocarpus meupNllu. Podocarpu. Hedge BPP Bpatheglottle plicate Grourd Orchld Tae Toplary Conical Toplery TRD T—e .1c'.Pw.ua ..let,— Dwarf Al- J-1— 'RI Vrlesea ImPerlelle Imperial Bramelled BOD Btenotaph w " datm Bt. Augu.tlne } 0— to select Verlety SPECIFICATIONS QjY 12' ca. HL, I 41pte tr 0' M. x B' epr, 2 35" cel. 6' M. x 3'.pr. I # 12' M. z 6' ePr, I # 2" cel. 6' M. x 3' epr. I # 10' ht. x 5' .pr. I } B' M. x 3' .pr., conlwl 4 BM. x 5' spr, —dard, 3 Domer to select Varlety 8' M. x 5' spr, I mardard 3' ht x 2' spr, std. with f61 Ig IaMarla 2 ewner In each 7 die. glazed oto select pots to match c— stutter co I- 13 M. x 6' epr, 6 5' c.t, thin trurK match d p..I.— 2 22' — K. triple t— k 2 � c.t. matched specimen 4 RE CE1B' �'E® 6" pot. II6 'JUL 3 0 2010 12" oc. 24" M. x 1B" .pr. 63 Town IB" oc. n" M. x 12" epr, 62 ///teeC Of Gulf Stream {., 12" oc. y I S. M 3 3 PPP 4' FR z 4' epr. 4 0" M. z 12" epr, 90 12" co. 12" M. x 12" epr, M6 W o< z 10" eP, 564 12" oc. 5' FiL x 3' epr, standard 2 1B" ePr, 56 IB" oc. 10" ePr., 53 IB" oc. o" epr. 204 IB" oc. 10' M. x 10• ape 226 2" oG pro Jett• 6'rtwlere 15 cannizzaro 76 b"oc. residence 3 M,5 PPP gulf stream. fl 5' hL 6w,e, 161 24" oa. VM. x 10" epr, n e.. 6' M., tomcat 2 10• M. x 10" epr, l5 12" oc dave bodker 3' M. z 3' epr. 4 Widecepe archdechre/plan4g Inc. NIL Fresh sod 3'650 J. 601 n. congre ave.. suite 105-a dekey beach. florlda 33445 5G1 -27G-6311 #LAOOOOggq sheet title, planting plan project number - 2318 date' o�iovzoac drawn by' Imb revlslons• A sheet' NORTH TND L-4 4 of 5 sheets eppvubu p.euwu ` gowm pro iyn ma'g u.r�ivul�• �a.0 � rnarv� W'ee .wp. dWn. wYq w�nanw «w aproxYxYw w mwpYwm. a.g.11Ya..rerY. r�'sw.brnr, rclep .II w �� wanes. ^ga w rpw cess roe Wog awes rwyne uyn, pawein w pbxc. _xa.auw, nulnva baning Badrg. 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Banes �� pwblbr,i P -www un eayww �r uTMr �vwlragdan.d w�rap�Yuw�l� wuur umm pw oval Ira "Resp aim.. a �rw. r.a.. n y.dr�id.. w � nr prod vryiae wN iaek� bYw w.rm quwy araa�ue n, b eprlruuws rWr �lua �nwrrax row pang ore. cal Ir ypwn q w lMcp aaaud n prim w.vw.d w r..erm me �n q w a woes sense G ar.Cvaxywdam p m a uBr.� ryu.w.n +roll �ofn u.rww..ny b'�ur. w wanl ¢Mi pun x prp. aTM ryuewnr wlr b d.y.l w u w wwbryYui ai w,rpM•bun eaunari n ri b ryuon e peg er 6andw.r • aabwa Lvirm d a pwp � ac ,rn :coos bn g.p.w` w wi w per �v"�pmpay liver wp w w ax.. bi nruy.xmw...l� l pr• iced umd b Puaui ansa p�ermilwe Res aYp.aa w un'al par wn aw¢¢es! rd/w scan veep owl rT a• Irea P� PM rvrvalned�ew urrwe r�wo�« esu »pwwiu bn amps «•oh rwwpwyn. rwpw.bu res cusp ad•quu b ruga n uv rra an wll r�.a we _leug ar iespaed, q ora a wgrg dlppw oiwx:g u e.pn byes .ee,.eai m urn eyur res rou. a wen u wa prcpe owes- aamga "'°navy res Pu. wnwl w AwIR C q w dwuua aM/wdpiW I ora � we P�Mi a�rdeu u �{rdaape adnrt Wdr q anrnw ban rubWra r.M so-so- M10aar `glnez 1 awl www cep= W rgx ,e a4ye, xwu .rpanlwra .a�.d +•w «�u•r voce wu ewarpweeau res vwaup,nnwuuvr w uunu{uua u«w• raw •mow. a. pen nvu�'. bm'diyaui «uses w w prolew •w'w 'aI w a.. ar amus q w w wplw «d «m. arm r.�pwYrnn w baler a ¢rr pun uvun Pe is P'la8 PLANTING DETAILS Csroundcovera a,e eY.w vel m•- Treee EXISTING TREE PROTECTION BARRIER DETAIL s.i..l r dre pw, d,.w xxa w.d r . a• e� sag. p.wc ern rwaxg �a.anlpy",p: ,w.rywl.ma » r w. w.rw bn r., ap.lw wwawly .�Irl�...nla.un r» ��aru wn b ga.uewe rwwa pe� ydl w ares ¢Re• B••raar pros wy bee* n it d.msub�.wx.a.r. mn�paywn w w cweacv wll rre, -none n w w w Bw.aw abngww.. plc w ynvwfv annprnrw -Ince, raa.e dwnlw. null ewrn era win w .wy.roy»rwdnw p n wnprw,un wi dru.kn n rral.p �uu bn�, rr w ww eve eF:lwlk... w apminu Rux..and ymlrwuw.. rr.n d w amn d w » rrpa.br res perwrg all m1. n ynaml. royuiur, wdr.0 w mb r»Psrna nes w ypmpruu any wa'a res w,ar Hurn Nuefner w polma r. uvuud n an.gn w emndul vau ww �grw�wn wog ro.w w aeyud was ,roan Na e.r ».»on»i q w Gar npina piv�a w srnr ,m rri weave aP�wn W w ^•y wn b wrwrfee res. Jm fes _ioJad eve Cw• .o.er axe .w•, yaalrPvnW,,wpne>�• w nray m w pr w.ab alar n p �waag� .mp. «cra, au way w d an w pb lerro•Pe awrni rl�uu rw`ef MWra•�uule Iw urny cn w an w lab •w Mug d pus. el, al par wxbwnw Pryr rM ww, up 'Yaw «TM punauvu"v pw uW w. pun lar wrlbbdnlrir Ypr4.wa. vum n uy.. raw w veal. d -Y we b w.wy upped n pave yMn plYly eamnw w aay.me w roc wn uw .� w�a,awrur�aLL_ w pr Ilbnlue ur iryrex adww unr.agy rave n mag w pulp yesaaw ry Wv rr, ae_„a Rglrnv vow wllb Iwe Hdlg vmwdmyq run ouw...., blw ow`ielg eeY a�g.IW bwe�Y wi wJ ouw 4•aQ. tlw ngn ems q eprry. nnlp w ^ag'aese. w„xr web --q rcw-- q wu�n any rx.n wn y nesdgg prdmud n hu w�mnrr m r rde`u dawbn'' w rm r fid and nyamun uun in Iw• pwa u paeag.m. Pp» w rn n w.alap a... .waBrrya�r�n mwrvwwiyraraed.nl w Ygawme all m n mu_i Baa w rnllp w,pg p fin• ar: Shrubs Straleht Tr -k Palme prcwuxr..`Iw..ra �VxpY..nee pryry t..a.y. wrrywwenwpbaw wry_ae»are ro, Iw m W. pewr..ie. w ay.ddr, > n•P�=Vwwa +e 'IeuWn.a�ew:wemm"yrl,.11abrb�: e. -lig II a•M q w laeerruw erexled r n¢4n 4 rnwtl b owpriw w rl aeuPuaraa, w -aqua., vex b ur n •rap Y lees a G M nwnur n es 9wp •wear ren preVa w ngn w n¢Yw ww nm•m.w I.ny M w mnprrwuua m revanawu, wrl iw M w 4uniuw ,r rra. n»equeny nln,ra .ua comes vu ma lwe•r+Pu cedes,'• w .w caa.nlr w rpmne. dry res w prpr. d w.lryp wi w pu» w y.dmnd..n bmg xPwnn Pryry ni. was. F'rxaiw o w nn w rpueMu,lmr w aye arW wgrr w rugeW Gwaaeiw W4 prrwnaa .mrr d wn mei.. n acre 4anrnu,xw. a pr aalrul wxbrrygraw acyl. rV yiieu rpnwd r mlueue owl wlra�al bywweye adxrra res.wn Pun rc wy..nYbr... aYran xr e NY�r as pw w �c•.ep�' ryuiiaulrw n es •pw�n.i wll b ro r uw Mwm v w Mv, n pus uvW u gran w ro b �wll b rcl,en Irm w rq.Rwrb c Wbx aa.mR Ypua oval wnnes•Irm�« rr•uy.'gwwe w nr rvw a.mY. Pun mrr w ayrv. rucp me ueer.d pa. elo•ey bii.d `r �w:elYe w r a,w •ver w w,ri.xm s NYa..ea e.r.i.axi rg u •bps b. Wv •ad e+ay ey res a paxn «ver s»Y•. c Mules ae ales was acv pwp.w v p..dr e w •b wn b • -"ceras u.ro, walrvi ar bag `ryuu ey ae' wen uef n Mitly Bwp moxa. Pull ewpwy own w.ed ma�maylew q •wag w saayag.. p. neap Baer. rx }ere n. ner. d YP.all saes rra.ry ave. w uao •gesu res,,arway ares w ewarems r.b rRu race. q eua aP+ame..we. u. apo a u,�mr� all van ram.waaa.w car MBab u mw Bads Mw seep r Mr rW . M.� wa+llavewm.wplw ww.nl n.x.. ,.ar.e. xa;dre roe .f,w.. aryyp rla GENERAL NOTES eB+Nroyr. Lb"an ao tee. a au r `r 'I've eibxoa n. N1 rL:nr tu,6a.� i0 eg e.wyYm veto fort Gtilal n,pG aD x ce� r. aa.ee 2oxum vera. wlwm.ro Ibnbll,�aluyiY�r� rwaaran« eyes wn a.py es wad. PcFariwr prapw,w res ages b. W � lay/. d puce ualaul vex ba Bn. w mxa.r TM Yr. iwagra wuar�adr�ia° ..y.pxm�lal.i.a p �du�pun•W n�w�W w nn nu«wpuM naYvd easy --dry ep � b. ac4alay w rp»,•M.ne.nr� w polmf na.mauy Ir n eran.a q w Lwww w wa dry P'•e wwrh vdwcb. ere.- � r -dry w rau aces b rmi Arra wy wouB w Po.da a •oud wuee a nn rmu Pd w --suave aadu� rw„ua Ran P'�p wi�wmi awelu d -snags Pew punas w w polaca les• d MYga wase ty wwal wqe nx w wauPiw a pun •uvu4�Yl balux�rnlunrl•wdr)ruY pop w W Polew w•y rrwn puce w u ndnw urrpwip w Irwiug d w pr rw.y 4Wri w. equ d aw�innw�e.wa ll�Y.m.b apo .. newue Bwaawr er.. amd .dl�mrwe a w.>u�r� uvg ra'rryaea w ere w pwwnl�nuwux ayes or w pudagwr•rna •dr axy m. w race•. wag er plc rwl acv r pua� n wN b`� y,wn BwM mrarirwa b apple r r<a� veil laud acv w pen » pees w amyiw cep uuw w pr• arae say mag w. pyre Do r ray w w --gates yer. 11 un u r w ade.0 eruaW-a.a wi mi aai ba rlr�i q rp w r ��� auraurluw uv LP^lwL vnaerw rm rydl I appe.rf les rd .fplyag w rresw rlesg q as a meg w Mcg gral preg w uRrg wn b ren worry u rweuu sad w elan res. w aver w w myrru res w boas w neaug vex buea�'n Wi�a.rri'n.. ilr tranyu aeon, Yon b wareue pe w n,�qp aN wp M• d ed urg In lxaase ardnn, ay ran w b P«n mp Pwawdwng u u.aeg nb s�pr.ua�w wdr�wcw W� pen owl. xrrl wn b rrwe a• er.aw q w w��. Mmrar vex Wy rn JUS 3 j®" of ®?®1f U/fsfre proJect- cannizzaro residence gulf stream. fl dave bodker landscape archd-tre/plarmig ilc 601 n. congress ave.. salt. 105-a delr5y beach. florlda 33445 561-276-6311 #LAOOOO999 sheet title - specifications details, notes pro,Ject number - 2318 date- 0-0-2025 tale- drawn by- R Imb T n n n sheet - L -5 5 of 5 sheets 11 J � I ESB � MATH EXIST) EL=}ik.3 3 d�, EXIST WATER SERVICE - 0 CONTRACTOR TO CONFIRM WITH CITY SIZE &MATERIAL ARE SUFFICIENT - RELOCATE METER TO PROPERTY LINE SEE DETAIL s SHEET 4 �a 3 >mo Ib 0 � I MATCF I XIST EL=± 2 3 20LF- 2" PERF HDPE 0.0% I I 13 I1� LOT 21, GULF STREAM PROPERTIES (PLAT BOOK 18, PAGE 27) 1114 MATCH EXIST EL=311.2 if 70LF-12" HDPE �0 0.07 U(-) 1 15LF-8" HDPE 11 2 (` 0 0.57. Oo. RECEIVE® JUL 30 2010 Town of Gulf Stream, FL 35LF-12" HDPE 0 0.0% +10.5 -3 I + t m RESIDENCE IL-1 FN V" 1- SEI T wE D I&snNc7 �- 1OLF-12" HDPE T*11 MATCH EXIST 6.075 GNEN: TOTAL SITE AREA 9374 d ,aLNnaN F^'a' ro 2XIST � WATCi?N ST /EL=±10.3 1 3OLF-12" HDPE PERVIOUS AREA Iw of 55.8% 0110% - 3 NON-SAT.IRATED TRENCH DEPIM(FT) >s \ 0 =RUNOFF = (P4)2Sr21IPro. M) - 0 P = ACORAUUITEU RAINFALL NYLO-6 1 r TRENCH DRAIN 10.25 ]� JD RIM EL 111 14" +9.5 \+1O,2 AVERAGE PERVIOUS ELEVATION = 11 t ti t 35LF-12" HDPE 0 0.0% NEW 2 -STORY T0- SINGLE FAMILY a 10 75 RESIDENCE 6.75 FN V" 1- SEI T wE D I&snNc7 �- 1OLF-12" HDPE ROOF LEADER C-1 4®0LF.5-78 " HDPE y 0 I o.e LOTO2 0 I � 3 15LF-8 HDPE - - - 2 .A s`;m.... a Linkt4A© 4 11.6 25LF-112' HDPE _ POST 10:8, GNEN: TOTAL SITE AREA 9374 d 0 O.Oy 11APERVIOUS AREA FCC, IF NA% 38LF J2" HDPE PERVIOUS AREA Iw of 55.8% 0110% - 3 NON-SAT.IRATED TRENCH DEPIM(FT) >s \ 0 =RUNOFF = (P4)2Sr21IPro. M) - 0 P = ACORAUUITEU RAINFALL NYLO-6 1 r TRENCH DRAIN 10.25 ]� JD RIM EL 111 14" 6.75 V AVERAGE PERVIOUS ELEVATION = 11 t ti t LE WATER TABELEVATION • III. 6T - I 6o 16 111.48 s 'S3 N 05 5 " HDPE 'IoIROAD REV EW 9 ® 0.51 VMATCH MIDDLE +9.37 +9157 7 �J _+1048 -. NOTE goo�. MATCH EXIST o= oro. EXIST EL=±10.2 .S 35 +357 EL=39.8 +10.14 1.2 FOUM9 NOTE: PV01EM11 OW eoat IM FF - e.a br1M 24N. Syr nNm ttolln 4 Nt, 0 Q USDA SCS RUNOFF EOUATON FROM ABOVE'. POST PRE 0= 2.041,2.328 ROOF LEADER V a ]ON d mad 24N. SPRE- VS. POST43EVELOPMEM RUNOFF VOLUME: 415d yr m t NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS � ROOF LEADER ROOF LEADER 15LF-8 HDPE C Gw4i "1tiA 2 .A s`;m.... a Linkt4A© 3 rw.v... e Y � z 0 0.5% POST PRE GNEN: TOTAL SITE AREA 9374 d 1331' 11APERVIOUS AREA FCC, IF NA% 4- n PERVIOUS AREA Iw of 55.8% 9071 60.8% °- NON-SAT.IRATED TRENCH DEPIM(FT) >s Site 1 0 =RUNOFF = (P4)2Sr21IPro. M) - 0 P = ACORAUUITEU RAINFALL Nvimu iC coNDIICiNm (CFvFTo.FTHEAD) 1 r P2= III DO - 0.0001 'STANDARD FORELRA POST PRf F V AVERAGE PERVIOUS ELEVATION = 11 t ti t LE WATER TABELEVATION • St St BE PM TO WATER TABLE = I01 CUMUATNE WATER STORAGE WITHAL = 1090. 1090. SOL STORAGE PER BFW ND BASL9 OF REV EW 25% REDUCTION 8.18. a 1B n 5= 155m 5.40n on= -. NOTE goo�. VOLUME FOR RUNOFF FROM FIR11T INCH OF RN t o= oro. 07 -(Cl 5 V = A'Or 12 = 2.Otl P va. POtT lWM IiNRN STORM EYENT EPt 1.2 FOUM9 NOTE: PV01EM11 OW eoat IM FF - e.a br1M 24N. Syr nNm ttolln 4 Nt, 0 Q USDA SCS RUNOFF EOUATON FROM ABOVE'. POST PRE 0= 2.041,2.328 ROOF LEADER V a ]ON d mad 24N. SPRE- VS. POST43EVELOPMEM RUNOFF VOLUME: 415d yr m t a PREJ•OSTS1RUNCFFVOLUME 4180 I11asAETIiLOmNrtA91 REOUFED VOLUM = 418 d = 0.11 A. T T + N J 45LF-8" HDPE 0 0 0.5% F.F. E, ELEV. - A D. F=__1 MATCH EX ST �+ EL=39.4 0.7 ' ® 1 ELEV. - /.11.2 ww.D NYLO-7 10.00 I F-12" HDPE 6.75 0% 02 MATCH EXIST EL ±10 5 .. (41 11027 _. ...._- +10.27 NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND PLANS FOR BRICKREPORT ANY DISCREPANCIES TO PAVER PATTERNS ENVIRODESIGN ASSOCIATES, INC. _.. vcda lb,aWlF•R � xw,>r. C Gw4i "1tiA 2 .A s`;m.... a Linkt4A© 3 rw.v... e Y � z MFabe5a Vd4a: m> " Dd SW Ca�URmwum „O POST PRE GNEN: TOTAL SITE AREA 9374 d 1331' 11APERVIOUS AREA FCC, IF NA% 4- n PERVIOUS AREA Iw of 55.8% 9071 60.8% °- NON-SAT.IRATED TRENCH DEPIM(FT) >s Site 1 0 =RUNOFF = (P4)2Sr21IPro. M) - 0 P = ACORAUUITEU RAINFALL Nvimu iC coNDIICiNm (CFvFTo.FTHEAD) P1 • 1 00 r P2= III DO - 0.0001 'STANDARD FORELRA POST PRf F V AVERAGE PERVIOUS ELEVATION = 11 t ti t LE WATER TABELEVATION • St St BE PM TO WATER TABLE = 4t AL CUMUATNE WATER STORAGE WITHAL = 1090. 1090. SOL STORAGE PER BFW ND BASL9 OF REV EW 25% REDUCTION DRAINAGE CALL ULATIONE IaYL`Lt L9l UI =kI11 AssOt%fel I -IT -I -d CAN NTZARO RESIDENCE -3112, �[iTRM l CANNIZZARO GULF 6TRFAM h'OUIq&D VOLWE: L • PERGULF STREAM A- N. Se a 42.92V). Rd. NI:woe YomI f tv¢i1cB IeiReO a1tl all e3d'm.l vm86r the z4ar. 3r- Ram 4Wn. V • POST PRE GNEN: TOTAL SITE AREA 9374 d 1331' 11APERVIOUS AREA FCC, IF NA% 4- n PERVIOUS AREA Iw of 55.8% 9071 60.8% UBDA tCs RLeIOFF EOwRON: NON-SAT.IRATED TRENCH DEPIM(FT) A = 13511 d D. 0 =RUNOFF = (P4)2Sr21IPro. M) - 0 P = ACORAUUITEU RAINFALL Nvimu iC coNDIICiNm (CFvFTo.FTHEAD) P1 • 1 00 OR K- P2= III DO - 0.0001 'STANDARD FORELRA POST PRf S= SOL STORAGE - %PERAOUS V AVERAGE PERVIOUS ELEVATION = 11 t ti t LE WATER TABELEVATION • St St BE PM TO WATER TABLE = 4t AL CUMUATNE WATER STORAGE WITHAL = 1090. 1090. SOL STORAGE PER BFW ND BASL9 OF REV EW 25% REDUCTION 8.18. a 1B n 5= 155m 5.40n on= 091. 109. NOTE VOLUME FOR RUNOFF FROM FIR11T INCH OF RN t o= oro. V = A'Or 12 = 2.Otl P va. POtT lWM IiNRN STORM EYENT EPt GNEN: REOURIDSTORIWE:P2.5,WMRSFWTADTECNOn PUBLIGT EMAF FOUM9 NOTE: PV01EM11 OW eoat IM FF - e.a br1M 24N. Syr nNm ttolln 4 Nt, V,0, a Rr Oro mon corsaM" 2-,, 511 whim- P.wt In UiexaO. USDA SCS RUNOFF EOUATON FROM ABOVE'. POST PRE 0= 2.041,2.328 V a ]ON d mad 24N. SPRE- VS. POST43EVELOPMEM RUNOFF VOLUME: 415d yr TOTAL VOLL IRMI, RUNOFFFACM 1-VOLmE. 2 d PREJ•OSTS1RUNCFFVOLUME 4180 I11asAETIiLOmNrtA91 REOUFED VOLUM = 418 d = 0.11 A. PROVDD VOLM0.14 AN FiFRA WTGN; CONURVATRE FORIII : (NOT APPLICABLE. STANDARD FORMIRA ArrL1ES) IaYL`Lt L9l UI =kI11 AssOt%fel I -IT -I -d • WA CANNIZZARO RESIDENCE -3112 GULP STREAM RD - EDA PROJECT •18078 L • LENGTi OF TRENCH REO'D (FT) 4E1 •b V • VOLUME TO BE TREATED NON) • 0.11 W • TRENCH MOTH (PT) 4 H- DEPTH TOWATER TABLE (FT) 6 Du• NON-SAT.IRATED TRENCH DEPIM(FT) 0 D. SATURATE) TRENCH DEPTH (FT) - 0 K- Nvimu iC coNDIICiNm (CFvFTo.FTHEAD) • I X +.0 1 OR K- - 0.0001 'STANDARD FORELRA L- V 1615, T KPtW+2HDULu' - INON+ 1139 a 10') wDu - CONURVATRE FORIII : (NOT APPLICABLE. STANDARD FORMIRA ArrL1ES) L. V KCH-0 DuUt . 21,011- (1.30 WT .DU A wDu • WA STAt®I1RD fRV1CN DETAIL -Holl TD HI131NHIBNO PLANE PoRAcTUALLPCJFiCATIO s TRDG1 TC E& = 6 )3 1WTdIlAOLF I2-NRE imE 300 4E1 •b M'BiTflPJ=B.>5 - � ooARiLRocir Mr 11840 90T(OY fl = 8IS �yI my aexv]o0� e�� serbF N- 1 oa , TNRpgtE, Mw. TIEOICM L01OTH RMURED . 1] FEET CTWLTRENCH LETroTx rROVIDEO . 20 FEET TREATMTBIT VOLUME►ROwD®: E14 AGN ENCN dMENSIONs: 4.00 RT. WIDE IdY ].ro FT. D® LOCATION MAP AV 'Ift N. T. S. LEGEND PROPERTY LINE A SECTION IDENTIFIER WPLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION �- DIRECTION OF FLOW �ql EXISTING ELEVATION O DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN O DENOTES AREA OF PROPOSED POOL DECK BY OTHERS - SEE LANDSCAPE PLANS FOR SPECIFICATIONS PROPOSED CATCH BASIN ®DENOTES 12" PERF HDPE PIPE IN 4' WIDE X 3' DEEP ROCK TRENCH (BOTTOM EL= 5,75) NYLO-1 STRUCTURE TYPE -NUMBER 6.00 RIM ELEVATION 3.50 INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL IL INLINE YARD DRAIN HDPE HIGH-DENSITY POLYETHYLENE PIPE T PROPOSED WATER METER i PROPOSED FIRE HYDRANT Da EXISTING GATE VALVE C.O. SANITARY SEWER CLEANOUT T SINGLE SANITARY SERVICE WITH l CLEANOUT F8_ 11. 09' Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' -5 0 10 20 5 IS 0 COPYRIGHT 2018 BY E-RODESIGN ASSOCIATES, INC. MI5 DRAWNG 15 PROADED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING E-RODEEIGN ASSOCIATES. INC. O S o z Q >z c �-r 0 GT -r W z� aw a zQ zQ W W O 44 W a Z C\2 a F z E- a V I �D OnN U) o z oaN C U mN Jot - Nmdao E ^' zC) DUO W o >D a Wal C)o 7 V mo z o W z � a z W DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 18078 -ENG SHEET NO. 1 0F 5 DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 18OX78-DTL SHEET NO. 20F 5 MATCH EXISTING EXISTING GROUND DRIVEWAY WIDTH OR 12' MIN. DITCH WIDTH (W) + 4' SURFACE RESTORATION 12" �{ \ /,(, /� - REMAINING BACKFILL PLACED AND /\ COMPACTED PER APPROPRIATE SAW CUT 12 SEE TYP. SECTION FOR NEW BASE AND ASPHALT WHICHEVER IS GREATER WAY) R/W - UNLESS OTHERWISE o SHOWN ON PLANS 'I SAwCUT FINISHED (TYP.) SURFACE JOINT SURFACE % SP ECIFICATIONS.(SEE NOTE 5 SAW D OR SCORED OR SAW -CUT \ \\ BELOW) 6" MAX. SIZE %\ \ 18" MAX. LIFT. JOINT 6" 5IDEWALK JOINT ' (3000 P.S.I. CONCRETE) SIDEWALK ) (6" CONIC - \ \ EXISTING EXIST. ASPHALT EXPANSION JOINT W/IN 10' OF DkIVEwAY (TYP.) 12" DITCH 12" / u2 GRANULAR BACKFILL PLACED AND N' ASPHALT &BASE TO BE REMOVED. REFER TO PAVEMENT REPLACEMENT BASE JOINT DETAIL RT ].1 (W) j\ _ _ COMPACTED TO 98% MAX. DENSITY 12 12 ,. PER AASHTO T-180 7/8" MAX. �\ MAX '- MAX: \\' AGGREGATE SIZE 6" MAX. LIFT. N W ONa R ICTION PA M NT JOINT SEE TYPICAL BACKFILL DETAIL % �. NOTE: GU 2.1 FOR COMPACTION j\\ / SLOPE DIA. VARIES REQUIREMENTS. j\ \ BEDDING MATERIAL COMPACTED / THIS ME HOD OF PAVEMENT JOINT SHALL BE USED FOR ANY (SAME AS EDGE OF ROADWAY) PAVEMENT VARIES I MAX DENSITY PER AA , AASHTOHTO T-180. APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT AND BASE WILL BE CONNECTED TO EXISTING PAVEMENT AND BASE. 1._O. (TYP,) 1. REPLACEMENT BASE TO BE AT MIN. 4. ALL DISTURBED PAVEMENT MARKINGS N OTES: SAW CUT 3' 1"ASPHALT OR MILL MIN. OVERLAY EXISTING ASPHALT \ J. PAVEMENT PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY. t2 THICK. SHALL BE RESTORED IN ACCORDANCE 1. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND CONCRETE WITH CITY STANDARDS. 2° BASE MATERIAL SHALL BE PLACED LARGE ROCKS SHALL BE REMOVED; BEDDING MATERIAL AND BACKFILL CONSISTING OF WASHED AND GRADED UMEROCK 3/8" _ 1"MIN. -� PAVER CEMENT COLLAR SHOULD EXTEND C Two LIFTS AND EACH LIFT 5. SURFACE MATERIAL SHALL BE F.D.O.T. COMPACTED TO 98% MAXIMUM TYPE S -I OR S -III ASPHALTIC CONIC. -7/8" SIZING. 2. HE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ASISTING \ ASPHALT \\` UNDER ONE FULL 1_1/2• WIDTH OF BRICK °, DENSITY PER AASHTO T-180 (MA%. (MIN. THICKNESS 1 1/2-). LIFT THICKNESS = 6"). ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE SAND BEDDING ° HAUNCHES. EXIST. ASPHALT E%ISTING 2b. 12" EXCAVATABLE FLOWABLE FILL 6. ANY PAVT. CUTS SHALL BE COLD TO BE REMOVED. BASE - MIN. 100 P.S.I. MAY BE USED IN LIEU PATCHEWORKING FAT END UNHINDERED OF 12 BASE. TRAFFIC FLOW. 3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH, 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS 3, ASPHALT CONCRETE PAVEMENT LARGE ROCK, MUCK, AND DEBRIS. NEW OVERLAY PAVEMENT JOINT 12" COMPACTED JOINTS SHALL BE MECHANICALLY SAWED 5 COMPACT BACKFILL TO DENSITY UNDER PAVEMENT AND N OTE: SUBGRADE HER TO 957 DENSITY ELSEWHERE (AASHTO T-180) THIS METHOD PAVEMENT JOINT SHALL USED FOR ANY TO 98% PER 4" LITOT-K BASE COMPACTED F AY. PER AASHTO T-180 OUTSIDE RIGHT OF WAY. 6. COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT R O 6 LIME OCK B TO 98% PER 6" LIMERO-1 BASE CE BACKFILL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS PROCEDURE. FOR WHATEVER REASONS. SHALL BE REQUIRED TO RE -EXCAVATE THE AREA IN QUESTION. DOWN THE BEDDING WILL BE CONNECTED TO EXISTING PAVEMENT. AASHTO T-180 INSIDE RIGHT 1. WAY. RIGHT 4" FLOW -ABLE FILL (100 P.5.1. MIN.) MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. SECTION PAVEMENT REPAIR DETAIL GU 1.1 TYPICAL BACKFILL DETAIL GU 2.1 PAVEMENT JOINT DETAIL RT 7.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 10'-0" MIN. NON -PERFORATED 18" DRAIN HASIN INLET ELEVATION (SEE PLAN) 018.64 018.64 018,64 �•(1) DUCTILE IRON FRAME 18 - AND GRATE INLET AND OUTLET 1007 TOPOVERLAP ❑ O eo 4� ADAPTERS AVAILABLE�1Bp Fi NAVD k 1 ❑ 9) r651 o 0 ��HEIGHT 4 THRU 18" ygRIABLE INVERT VARIABLE OVERALL(TYP) TOP OF TRENCH fr ❑ ❑ 1 ADAPTER$ CANRE HEIGHT •(2) ANGLE 3/4" WASHED CK ��� ISO FT NAVD �° ❑ ❑ ❑ ❑ 0 0 OUNTED ON ANY TO } 59 VARIOUS TYPESCFDEMI(TYP) TOP OF PIPE OUTLETS WITH WATERTIGHT 12" 5.0' PROPOSED DIAMETER 12" ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 a 0 0 Q ADAPTERS FOR: gryG EBETWEEN ADS N-12 STRUCTURE PERFORATED LDIAMETER ❑ REDOMM MENDED NOp]0015 10-013WNG DPE. E. O ❑OVERALL 11 ❑❑ O D O O o O SCHEDULE 40 DWV.O.P. HEIGHT 10' CORRUGATED PVC TBD FT NAV) INVERT(TYP °e �ea O ❑ ❑ o O 0. D o o O RIBBED PVC 8 Sep]/WAsHED ROCKS%'' O O O O O O '11,P1 �g°8j 18" DRAIN BASIN TBD FT NAVD @a^wl MIRAFI 140N OR 022,13 FRAME 022.73 NT.S. TRENCH BOTTOM APPROVED EWIVALENT (TYP) FILTER FABRIC 022.13 TED CONTROLAEE VATION = • UNLESS OTHERWSE NOTED ON PLAN r n DUCTILE IRON INLAY GRATE N0 RED °°' STANDARD SOLID a *PEDESTRIAN a BUILT LOCK BLOCK FOR 6.1'MIN. 4 BEDDING o O O GRATE LOCKDCONCRETE OWN CONCRETE � APPROX. DRAIN AREA = 92.70 SQ. IN. APPROX. WEIGHT WITH FRAME = 54.00 LBS. APPROX, DRAIN AREA = 81.25 SQ. IN, corvcRE1E • �! a °P AVEMEJT PERFORATED PIPE TRENCH APPROX. WEIGHT WITH FRAME = 49.50 LBS. APPROX. WEIGHT WITH FRAME = 44.50 LBS. FLOOR SLAB POLYDRAIN N.T.S. OR PAVEMENT- °� DRAIN', NYLOPLAST 18" GRATES/COVERS //\/\ STANDARD GRATE HAS H-25 HEAVY DUTY RATING SOIL .a RATING LID CVER HAS H-25 HEAVY DUTY RATING GRATEHASH Su6cRAOE AResR tool roP 01 -Al TYOAN CONFORM TDUTY 875 FT NAME A536 GRADE 70-50-05 ,,�\\ Top OF TRE- (TYP) MATERIAL: DUCTILE IRON SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN PLAN VIEW \//\//\ //\//� 7]5 Fr NAw PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III,/\\/��/��/��/\/�\/��/��/\�/\\/��/\�/\�/�\/I� TOP DF PIPE (TIP) t2' > LOCKING DEVICE AVAILABLE UPON REQUEST DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION CROSS SECTIONAL VIEW 1z- DIAMETER 1Z" 8 IN. ER ORATEDMIN. ° MIRAFI 140N OR PRICE INCLUDES FRAME &GRATE/COVER ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES: FINAL RULE. T.INc. Pa. eo, av/z°s M,,,4o�+Boo4/T,o„tmo,,, N.c. zalss TRENCH DRAIN A:�l-i'o.)6sze sne ca,°°°tee u°°I�)>(7w)sze-paos 6.75 FT NAVD APPROVED EOUIV. INVERT (TYP) FILTER FABRIC 1 8" GRATES COVERS NTS 3/4" WASHED ROCK a lm N T.S. s.]5 FT NAM)° TRENCH BOTTOM (TTP) ,00 FT NAVE � ► RECEIVED -4 L ELEVATION = CONTROL • UNLESS OTHERWISE NOTED ON PLAN (� o JUL 3 0 2018 PERFORATED PIPE TRENCH NT S. Town of GulfStream, FL CALL 48 HOURS BEFORE YOU DIG, IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. bCIOW. ® N ASSOCIATES, INC. GHT 2018 By °FOR°INFORMATIONAL Know what's HIS DIRAWNG IS PROVIDED PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PR )FESSONAL C811 beforeOU dig. y 9 ENGINEER REPRESENTING ENVRODESIGN ASSOCIATES. INC DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 18OX78-DTL SHEET NO. 20F 5 14 0 v Q N 0 2"X18" INLINE DRAIN �., ,, 12' HDPE PIPE U°{ ® RECEIVED a 5+�� :1 `C "�x, JUL 30 21118 r i n Town of Gulf Stream FL Li* Y 3/4" WASHED ROCK },. ,-I z,` WRAPPED IN MIRAFI 1 FABRIC OR APPROVED EQUAL INLINE DRAIN DETAIL NOT -TO -SCALE CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. m COPYRIGHT 2018 BY ENMRODESIGN ASSOCIATES, INC. ICDDW what's be�OV✓..1 THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, Call before DU dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL y 9 ENGINEER REPRESENTING ENMRODESIGN AS INC. PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC 334 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL OF TRANSPORTATION (FOOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL BE AS SHOWN ON THE DETAILED DRAWINGS. ACCORDANCE WTH THE FOOT LATEST STANDARDS. 12. ALL CONCRETE SHALL DEVELOP 2500 p. s.i. (MINIMUM) 28 DAY COMPRESSIVE 2, COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" AS PAVING SHALL DEVELOP 3000 p. s.i. (MINIMUM) 28 DAYS. COMPRESSIVE BEYOND VALLEY GUTTER, TYPE "F" CURB &GUTTER, OR TYPE "D" CURB. SUBGRADE STRENGTH. SHALL BE 12 INCHES THICK COMPACTED TO 987. ACCORDING TO AASHTO T-180. 13, PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE OF DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF CONTOL DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING TRAFFIC DEPARTMENT TYPICAL T -P-17, WHERE APPLICABLE. VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST METHOD "C" OF AASHTO T-180 SPECIFICATIONS. 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE THE PEORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION TRTIN AN MPA TI N F THE B RAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED 15. INLETS AND MANHOLES -ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 407, CARBONATES OF CALCIUM TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, AND MAGNESIUM IN THE MATERIAL. WHERE APPLICABLE. 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON 17. GRADES SHOWN ARE FINISHED GRADES. THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 987, OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL TBD' N. A. V. D. 19. REINFORCED CONCRETE PIPE -THE PIPE SHALL CONFORM WITH TH REQUIREMENTS - E MUCK AN PEAT IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 5 D E PARKIN AREA, THEY WI REMOVED COMPLETELY TOA WIDTH OF TEN FEET OF CLASS III OF ASTM C-76 AND WITH THE FOOT SPECIFICATIONS LATEST EDITION. G LL BE BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR MATERIAL. 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FOOT STANDARD SPECIFICATIONS FOR 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. TO ALLOW FOR THE THICKNESS OF THE SOD. 21, MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION STRUCTURE TO THE CENTER OF THE STRUCTURE. AND ROOT MATERIAL SHALL BE REMOVED. 22. PIPE BACKFILL - REOUIREMEN TS FOR PIPE BACKFILL CROSSING ROADS OR PARKING 8. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 1007. OF THE SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. AREA. 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. SHALL BE RC -70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP YAR R A AN NOT THAN 0.15 GALLONS PER SQUARE YARD DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER D FOR LIMEROCK B SES D LESS O FOR SHELL ROCK OR COQUINA SHELL BASES, FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED, CITY OF DELRAY BEACH GENERAL NOTES GENERAL NOTES 7, CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSiRUCRON AND SHALL ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. BE REWIRED TO PROVIDE ALL BARRICADES, LIGHTING. SIGNAGE AND FLAGMEN AS NECESSARY TO PROVTOE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT THE LOCAL UTILITY. A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 20. E%ISTING BASE MATERIAL THAT I$ REMOVEp DURING CONSTRUCTION SHALL NOT BE USED IN THE I. APRE-CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND CONSTRUCTION OF NEW LIMEROCK BASE. MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY OWNER. DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE. WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR 22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY 3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS. PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. &HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE PERMANENT PAVEMENT MARKING STALLS $HALL BE LAID OUT USING MARKING CHALK. LAYOUT UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. GENERAL PUBLIC. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL 5 THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY RECONSTRUCTION AND UTILITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND 13, ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL 26. CONTINUITY OF WATER AND SEWER SERVICE i0 CITY UTILITY CUSTOMERS SHALL BE MAINTAINED DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVCE I$ UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, IT SHALL BE SCHEDULED FOR OFF PEAK HOURS UTILITY STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED WITH THE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 29. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UTILITIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY vnLL BE REQUIRED TO RELOCATE THEIR UTILITIES. DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE WITH SEC. 8.24. E. S.i 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, S12E, AND DEPTH OF ALL EXISTING UTILITIES REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES. INC FACILITIES. 32. N0 PROPOSED IMPROVEMENTS. BUILDINGS OR arvY KIND OF CONSTRUCTION CAN BE PLACED ON OR ADDITIONAL COAST TO THE OWNER. 16, ALL CONSTRUCTION ACTIVITY INCLUDING TRENCHING IS TO BE A MINIMUM OF SIX DELRAY BEACH CITY ENGINEER, 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. 5. ALL ELEVATIONS REFER TO N. A. V. D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR 12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WTH TH APPROVED E }4. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; l0 1.1 k LD 1.2 ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 11.20' (WHICH 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER }5 ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WTH ADA REQUIREMENTS. ALL SIDEWALKS NOT TO EXCEED 148 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED IS ABOVE THE 100 -YEAR FREQUENCY STORM). 148 CROSS -SLOPE AND 1:12 RUNNING SLOPES WITH MAXIMUM RISE AND RUNS PER ADA AREAS/ISLANDS AND REPLACED HATH APPROPRIATE PLANTING SOIL PRIOR TOT THE REQUIREMENTS WITH RAILINGS WHERE NEEDED. LANDINGS WTH 1: a8 CROSS- AND SPECIFICATIONS. RUNNING -SLOPES ARE TO BE PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. LANDSCAPING OF THE SITE. 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO ANY SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT 561-2d}_]}12. PALM BEACH COUNTY TYPICAL T -P-1] (LATEST REVISION) UNLESS SHOWN OTHERvnSE. }]. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED APPROPRIATE GOVERNING AGENCIES. 38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF PERMITS. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 40. ALL CITY OF DELRAY BEACH 2016 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, DETAILS HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND ED.). COMPLYING WITH ALL PERMIT(S) CONDITIONS. 20, LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT OWNER. DESIGN STANDARDS (LATEST ED.) 10, ALL CONCRETE SHALL DEVELOP 2500 p...i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. 70. TACK COAT -BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE ENGINEER. CITY OF DELRAY BEACH GENERAL NOTES GENERAL NOTES 7, CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSiRUCRON AND SHALL ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. BE REWIRED TO PROVIDE ALL BARRICADES, LIGHTING. SIGNAGE AND FLAGMEN AS NECESSARY TO PROVTOE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT THE LOCAL UTILITY. A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 20. E%ISTING BASE MATERIAL THAT I$ REMOVEp DURING CONSTRUCTION SHALL NOT BE USED IN THE I. APRE-CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND CONSTRUCTION OF NEW LIMEROCK BASE. MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY OWNER. DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE. WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR 22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY 3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS. PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. &HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE PERMANENT PAVEMENT MARKING STALLS $HALL BE LAID OUT USING MARKING CHALK. LAYOUT UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. GENERAL PUBLIC. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL 5 THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY RECONSTRUCTION AND UTILITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND 13, ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL 26. CONTINUITY OF WATER AND SEWER SERVICE i0 CITY UTILITY CUSTOMERS SHALL BE MAINTAINED DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVCE I$ UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, IT SHALL BE SCHEDULED FOR OFF PEAK HOURS UTILITY STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED WITH THE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 29. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UTILITIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY vnLL BE REQUIRED TO RELOCATE THEIR UTILITIES. DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE WITH SEC. 8.24. E. S.i 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, S12E, AND DEPTH OF ALL EXISTING UTILITIES REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES. INC FACILITIES. 32. N0 PROPOSED IMPROVEMENTS. BUILDINGS OR arvY KIND OF CONSTRUCTION CAN BE PLACED ON OR ADDITIONAL COAST TO THE OWNER. 16, ALL CONSTRUCTION ACTIVITY INCLUDING TRENCHING IS TO BE A MINIMUM OF SIX DELRAY BEACH CITY ENGINEER, 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. 5. ALL ELEVATIONS REFER TO N. A. V. D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR 12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WTH TH APPROVED E }4. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; l0 1.1 k LD 1.2 ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 11.20' (WHICH 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER }5 ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WTH ADA REQUIREMENTS. ALL SIDEWALKS NOT TO EXCEED 148 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED IS ABOVE THE 100 -YEAR FREQUENCY STORM). 148 CROSS -SLOPE AND 1:12 RUNNING SLOPES WITH MAXIMUM RISE AND RUNS PER ADA AREAS/ISLANDS AND REPLACED HATH APPROPRIATE PLANTING SOIL PRIOR TOT THE REQUIREMENTS WITH RAILINGS WHERE NEEDED. LANDINGS WTH 1: a8 CROSS- AND SPECIFICATIONS. RUNNING -SLOPES ARE TO BE PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. LANDSCAPING OF THE SITE. 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO ANY SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT 561-2d}_]}12. PALM BEACH COUNTY TYPICAL T -P-1] (LATEST REVISION) UNLESS SHOWN OTHERvnSE. }]. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED APPROPRIATE GOVERNING AGENCIES. 38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF PERMITS. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 40. ALL CITY OF DELRAY BEACH 2016 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, DETAILS HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND ED.). COMPLYING WITH ALL PERMIT(S) CONDITIONS. 20, LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT OWNER. DESIGN STANDARDS (LATEST ED.) 10, ALL CONCRETE SHALL DEVELOP 2500 p...i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. CITY OF DELRAY BEACH GENERAL NOTES DEFINITIONS 18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO I. CITY -THE CITY OF DELRAY BEACH ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE SOX LOVERS TO FINISHED GRADE. 2. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS 19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSiRUCRON AND SHALL }. ENGINEER -ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION BE REWIRED TO PROVIDE ALL BARRICADES, LIGHTING. SIGNAGE AND FLAGMEN AS NECESSARY TO PROVTOE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. PROCEDURE 20. E%ISTING BASE MATERIAL THAT I$ REMOVEp DURING CONSTRUCTION SHALL NOT BE USED IN THE I. APRE-CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND CONSTRUCTION OF NEW LIMEROCK BASE. INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE CITY, CONTRACTOR, SUBCONTRACTORS, ENGINEER AND OTHER INTERESTED PARTIES. 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE. 2. ANY REVISIONS TO THE APPROVED PIANS MUST BE APPROVED BY THE CITY PRIOR i0 THE PRE -CONSTRUCTION MEETING. 22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY 3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS. NECESSARY SHOP DRAWNGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3) COPIES 2}, ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE NOTED. OF AN AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. AWWA C151/A21,51-91. PERMANENT PAVEMENT MARKING STALLS $HALL BE LAID OUT USING MARKING CHALK. LAYOUT TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. 4. All. APPLICABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED i0 THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL 5 THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY RECONSTRUCTION AND UTILITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS. 6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED BY THE CITY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL 26. CONTINUITY OF WATER AND SEWER SERVICE i0 CITY UTILITY CUSTOMERS SHALL BE MAINTAINED SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVCE I$ UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, IT SHALL BE SCHEDULED FOR OFF PEAK HOURS SITE. WITH THE CITY. DETERMINATION OF SERVICE BREAK REQUIREMENT VALL BE MADE BY THE CITY. ]. THE LOCATION Of THE EXISTING UTILITIES AS SHOWN pJ THE PLANS ARE APPROXIMATE ONLY. 2]. SITE INFORMATION BASED ON A SURVEY PREPARED BY: SURVEYOR THE E%ACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT SHOWN ON THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED WITH THE CONFLICTS THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. OWNER TO RESOLVE TH UTILITY CONFLICTS AN TH TI Itt ADJUSTMENTS A REQUIRED. VE E D E U L S 29. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UTILITIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY vnLL BE REQUIRED TO RELOCATE THEIR UTILITIES. DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING 30. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE ENVIRODESIGN ASSOCIATES. iNC. HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. PERSONS HAVING ACCESS TO THE WORK SITE. 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, S12E, AND DEPTH OF ALL EXISTING UTILITIES 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER UTILITY PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES. INC FACILITIES. 32. N0 PROPOSED IMPROVEMENTS. BUILDINGS OR arvY KIND OF CONSTRUCTION CAN BE PLACED ON OR 10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 2a WITHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE CITY OF HOURS IN ADVANCE. DELRAY BEACH CITY ENGINEER, 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET 11. CONTRACTOR SHALL NOT DISTURB E%ISTING CITY MAINS OR STRUCTURES WITHOUT THE PRESENCE OF A CITY INSPECTOR, CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY FROM ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED BY THE CITY OF DELRAY BEACH CITY ENGINEER. ONLY BE OPERATED BY CITY PERSONNEL. 12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WTH TH APPROVED E }4. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; l0 1.1 k LD 1.2 PLANS. DEVIATIONS FRN THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE CITY. }5 ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WTH ADA REQUIREMENTS. ALL SIDEWALKS NOT TO EXCEED 148 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED 13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE WORK. A 148 CROSS -SLOPE AND 1:12 RUNNING SLOPES WITH MAXIMUM RISE AND RUNS PER ADA FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND REQUIREMENTS WITH RAILINGS WHERE NEEDED. LANDINGS WTH 1: a8 CROSS- AND SPECIFICATIONS. RUNNING -SLOPES ARE TO BE PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. 14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF 36. CITY OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO TRANSPORTATION ROADWAY AND DESIGN STANDARDS. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT 561-2d}_]}12. PALM BEACH COUNTY TYPICAL T -P-1] (LATEST REVISION) UNLESS SHOWN OTHERvnSE. }]. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY SEWER SERVICE CONNECTION, REMOVAL AND/OR ABANDONMENT: 15. AS -BUILT DRAWINGS SHALL BE PREPARED BY q REGISTERED LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO THE CITU. 38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-]320 TO SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO STARTING ANY $ITE WORK. FLORIDA STATUTE 55}_g51 FOR PROTECTION OF UNDERGROUND CAS PIPE LINES. 39. ALL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL 1J. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4]]O) 48 HOURS IN ADVANCE BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION. OF CONSTRUCTION. 40. ALL CITY OF DELRAY BEACH 2016 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND DETAILS HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. Oa Ow DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB N0. 180X78 -DTE SHEET N0. 3 of 5 METER BOX BY CONTRACTOR, PAVEMENT METER BY CITY PRESSURE TEST LIMIT ROTATE BENDS AS REQUIRED PROPERTY 18" MAX. USFy]605 OR APPROVED EQUAL BOX k HEXAGONAL COVER MARKED 'S' EXPANSION JOINT REFER TO STANDARD WYE BRANCH (NO TEE CONFIGURED FITTINGS) LINE MATERIAL PRODUCTS LISTS: SHEET SPL -2 FOR POLYETHYLENE TUBING o POUR CONC. COLLAR METER BOX AND SDR9 3408 / ISER AND BEND TO GRADE IN SODDED AREAS COVER TYPES I SHORT SERVICES SLOPE UP TOR ER SEWER DEPTH 1/8' PER FOOT MIN. SEE NOTE NO. I ONLY - PAVED SURFACE LONG SERVICES BRASS CURB STOP I1ROTATE JA�A' BEND"��� ��\��\STRAIGHT BALL VALVE I 3 AS REQUIRED�j\��TH LOCKINGWING ,Q`..(SEE STANDARD LAY ON PVC SDR 35 i PRODUCT LIST) UNDISTURBED SOIL 6A0' '! \y� ��\ \1. R/W LINE ATERMAIN X. SLOPE UP TO R 1/8" PER FOOT MIN. 8' X 24" $0. CONC. W/1 -p4 EACH SIDE SCH. 80 P.V.C. SLEEVE UNDER 316 S.S. DOUBLE STRAP SADDLE rCLEANOUT ON EACH BRANCH PavEM'T. TO EXTEND 5' BEYOND vn TH BRASS CORPORATION STOP INVERTED SCHEDULE 10 THE EDGE OF PAVEMENT (SEE STANDARD PRODUCT LIST) AKE SERVICE SANITARY ONNECTION AT DOUBLE SERVICE�R/W THREADED P.V.C. PLUG PVC CLEANOUT NOTES: SEWER MAIN /W LINE 6" MIN. SERVICE LINE 4"-45' ELL 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18' of I Y LINE 4'-45' ON CENTER. 18" NOUT ON EACH BRANCH WYE 2. SERVCE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS. MAX_ OR EASEMENT LINE 3. ALL METERS REQUIRE A LOCKING BRASS CURB STOP WITH LOCK WING (I -MIN.). TO GRAVITY 4. NO FITTINGS BETWEEN CORPORATION STOP AND BRANCH ASSEMBLY. SANITARY SINGLE SERVICE PROPERTY LINE SEWER 5. MAXIMUM SERVICE LENGTH IS 100' TO METER. SEWER MAIN 6" MIN. SERVICE LINE 3' MA%IMUM 6. CASING PIPE I.D. SHALL BE SERVICE O.D. PLUS 1" MINIMUM. p ]. MINIMUM BEND RADIUS ON SERVICES SHALL BE 14" ON ALL SERVICES BEHIND METER. 18 CLEANOUT 6" % 6" HARCO® PLUG i0 REMAIN 8. METER SIZE WILL BE DETERMINED BY PUBLIC UTILITIES DEPT. MA%, R/W OR EASEMENT LINE PVC REDUCER MOD. FOR CONNECTION IN PLACE UNTIL PLUMBER MAKES UPON APPLICATION FOR SERVICE. NOTE: TO CLAY SERVICES ONLY CONNECTION 9. ALL VALVES TO BE BALL VALVES. 1. SERVICE LATERALS SHALL TERMINATE INSIDE PROPERTY LINE A DEPTH (DONUTS NOT ALLOWED) 10 METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR, OF 3 FEET AND MARKED WITH A 2"X 4" TREATED STAKE, 11. ALL SERVICES UNDER ROADWAYS ARE TO BE INSTALLED BY TRENCHLESS METHOD, 2. CLEANOUT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSIBILITY NOTE: UNLESS OTHERWISE APPROVED. AND SHALL BE INSTALLED BY LICENSED PLUMBER. T INVERTED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND 12 ALIF L EXISTINGCON TRAC FIELD VERIFIED BY ES TO 3, SEE DETAIL PW 2.1 FOR SEPARATION REQUIREMENTS. CONE COLLAR. TUILDER SERVICE LL REPLACE WITH POLYETHYLENE PIPING FROM MAIN TO THE METER. 2. MINIMUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET. TYPICAL SERVICE CONNECTION PW 9.10 SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 ,\\ 60Z OOT BARRIER (SEE NOTES BELOW) — I— III=L X11 ��II_ oo III=III �A =1L�—III_7—� —TIL—IIF�II I=--' —IIIA 10 �ll�—IEIII: TIS i rTr i-ll1=1L l u_ d l l u_ n. I I I, a=1 1—I III-TIL—4' MIN. CITY FACILITIES NS. SERVICES. III CITY FACILITIES III -III ETC ) (MAINS, SERVICES, N T 1 ETC.) NOTES: NOTES: 1. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM ALL CITY FACILITIES, 2. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH CITY AND I. THIS DISTANCE SHALL BE 10' MINIMUM FROM ALL CITY FACILITIES INSPECTED BY CITY PRIOR TO BACKFILLING, ALL ROOT BARRIERS SHALL EXTEND IF NO ROOT BARRIER IS USED, UP TO FINISHED GRADE. 3. ROOT BARRIERS SHALL BE MINIMUM 36" DEEP. APPROVED PRODUCTS INCLUDE 'DEEP ROOT" AND 'ROOT SOLUTIONS. FLEXIBLE BARRIERS SHALL BE 36' PANELS MANUFACTURED BY BIOBARRIER. 4 ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS WRITTEN INSTRUCTIONS. TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 ► RECEIVE® A JUL 3 0 2010 Town of Gulf Stream, FL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know Whets below. ® TES. INC ;°DRANGSPRVIDDDRNATIS WIOEFOR INFORMATIONAL PURPOSES ONLY, bore UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL a `C`OEO you dl j, ENGINEER REPRESENTING ENVRODESIGN ASSOCIATES. INC. Cgi mN 0 )M 00 L0 DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/16 JOB NO. 180X78—DTL SHEET NO. 4 OF 5 IN BACKFILL AFTER INSTALLATION OF NLET FILTER INLET FILTER INSTALLATION W THWT FRAME AND GRATE WRE SUPPORT -MOULD S.C. 5/5 GA. 49 "I. S0. FT. WELD WIRE SUPPORT. EXTEND 6' MIN. AT SIDES TER FABRIC AND GRATE NOTES NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED, INLET FILTER DETAIL D 8.1 I THEINTENT OF EROSION11ROL MEASURES INDICATED GRAPHICALLY ON PLANS IS TO PRDAIEBARRIER TO CONTAIN SILT AND SENISIT ON THE PROJECT SITE. THIS REPRESENTATION IS PROMOED FOR THE CONVENIENCE OF TH CONTRACTOR. THE TEST OF EROSION CONTROL EFFECTIVENESS IS NOT TO BE BETERMINED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE DRAWINGS ANDSPECIFICA—S, BUT BY MEETING THE REGULATIONS SET GIRTH BY TRE AUTHORITY H—NG JURSVICFOR OVER WATER QUALITY CONTROL AND OTHER SEDIMENTATION RESTRCTON REQUIREMENTS IN THE REGION. 2. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO AN v CLEARING GRADING, EXCAVATION. FILLING, OR OTHER LAND D'S TURAC-TIES.ANCE ACTIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES. 3 INSPECTION OF ALL EROSION CNTROL MEASURES SHALL BE CONDUCTED WEEKLY, OR AFTER EAOR RAINFALL ELSNT. REPAIR, AND/CR REPLACEMENT OF SUCH MEASURES SHALL BE MADE PROMPTY. AS NEEDED A MEEP DUST 171IN TOLERABLE UNITS BY SPRINKLING OR OTHER ACCEPTABLE 5 ADDITIONAL E-01 ERNS AND SEDIMENT CONTROL MEASURES MAY BE REWIRED IF DEEMED NECESSARY BY ONSITE INSPECTION. 6 FILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALLS ULT IN CONSTRUCTION BEING HALTED, I INAGE-ETS SHALL BE PROTECTED BY FILTER AND GRADED ROCK AS PER I_ PRO TECTON DETAIL. 8 ANY ACCESS ROUTES TO STE SHALL BE BASED WTH CRUSHED STONE, WHERE 9. EROSION CONTROL MEASURES ARE TO BE Mux TAINED UNTIL PENMANENT GROUND COVER IS ESTABLISHED. I WHENEVER FEASIBLE, —RAL VEGETATION SHALL BE RETAWED No PROTECTED. 11 ALLWORI IS TO BE IN COMPLIANCE WITH THE RULES AND REGULATIONS SET FOR 1H BY THE STATE OF FLORIDA. DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE CITY OF DELRAY BEACH. 2 DS-ARGEE FROMEA. DERMTERING CFERADONS SHALL BE RETAINED ONSITE IN A CONTAI EROSION CONTROL NOTES DETAIL D9.1 E%TRA STRENGTH FILTER NEEDED WITHOUT vA RE M FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS J1.9B 0 4f STEEL OR C WOOD POST UPPORT FL FLOW FLOW FLOW MAX. SP ACI WTH v4RE SUPPORT FENCE 4X, SPACING WTHWT WIRE SUPPORT FENCE 1. THEHEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER, 5, WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE, 6, THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH, THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8, ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FOEP. SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 LOT 21, GULF STREAM PROPERTIES (PLAT BOOK 18, PAGE 27) I 136.15' O I 400000 o ;E'1 150' s TEM ORARY SILT 0 < FEN ING (TYPICAL) NEW 2 -STORY ¢I 3.. SINGLE FAMILY - b^ RESIDENCE �- Q FNSH FLOOR HEIGHT ��_y�y�y�III,,,��` �W EL(MATCH ENI TNG) vD. rr o ~v'1I ag Do - - , ILL_ J - COVERED PORCH LL FF.E. 0000000° ELE.2s v.D 0 � � LOT 20 @0 0 TEMP AY SILT Li I 1I I FENC G TYPICAL) CONSTRUCTION ENTRANCE EEE. LOCATION TO BE .1125 � NA IB �.� DETERMINED BY CONTRACTOR AS NEEDED 111.48 - is MIDDLE ROAD T.. G.- +H ► RECEIVE® JUL 3 0 2010 Town of Gulf Stream, FL FENCE POST — (WOOD OR STEEL) FABRIC - RU'OFF DIG & 4" DEEP-� TRENCH, BU BURY BOTTOM U 8' FABRIC, AND ANCHOR W�ACOMPACTED BACKFILL TERIAL SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS ABOUT IS INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FOOT AGGREGATE NO.1), AT LEAST 6 -INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' 15. -s o 10 zo 5 15 0 COPYRIGHT 2018 BY ENMRODESGN ASSOCIATES. INC. Know what's{, `eIOW. THIS DRAWNG 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY, CallUNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL bQfOfe yOU d19. ENGINEER REPRESENTING ENMRODESIGN ASSOCATES. INC. - F- ► RECEIVE® JUL 3 0 2010 Town of Gulf Stream, R SURVEYORS REPORT/LEGEND.• FL = CENTERLAE LP. = LCl,7POLE WM = WATER METER FH = FIE HYLRAN7 GV. = CATE VALDE CQ = SYJTARY -'EWER DEAN OJT TP. = CO,.CIETE TRNMFO VER PAD CA = COV7RAL AACLE ORB = 077a L /EQ7DS 8XK +UI = EZEVA7.7V 84gD ON ACR7H AMSdr-" V0?TCAL CATLM 9% SOURCE FLOAT G£CLO CAL S RVEY BTAOf &AW .13_35., FLCCD20E x COA LNTY PANT AO L5AD9 0.961 9fFDC F MAP fEW-9D OCT S 2017 A07E ALL aXAD4RY LEES ARO AACLLAR DMO 1CAS ARE HA T ARD SURVEY WESS STATED OTIG;WS ALL 0009,575 9 -OM h6EON AFE 84SED OV TFE STA D49) LLS FOOT THS SR✓EY H4S AO-EtiED A MJe4M LEVEL OF 1Y05U¢ 0' 1 FOOT N XiCtiO FEET AS I�O/ED FOR 0.7n,0AL/hKN H9( RYKERTY Q09/E WAS AO{VED Ei44D ON A RD-WAACY OF IVEA4J� FOR VERT,CAL, ELFdZONTAL AAO ANS LAR OMfl5O6 AD 9E%WACE —SE WAS M407 FOR UTLITES OR UvDRGT LAO FOOTERS CERTIFIED T0: MCHAEL N CANJZZARO, SR., TRUSTEE OF TFE MICHAEL N. CANJZZARO, SR. QUALIFIED PERSONAL RESIDENCE TRUST U/T/A 12/27/12 DAY PREY LLP HOMEPARTNERS TITLE SERVICES, LLC CLO REPUBLIC NATIONAL TITLE A& RANCE COWANY TITLE NOTES.: TEAS SURVEY SNOWS ALL EASEMENTS AND RIGHTS OF WAY AS SHOWN ON FIRST AMERICAN TITLE INSLRANCE CCU -ANY TITLE CObMTMENT FILE ALPo6ER 1062- 3926274, DATED JAN. 3, 2078. Q PARCEL SLBJECT TO RESTRICTIONS, DEDICATIONS COYDITIONS RESERVATIONS AND EASEMENTS AS RECORDED IN PLAT BOOK 18, PACE 27 (NOTE AID PLATTED EASEMENTS AFFECTING SLB,ECT PARCEL) ® PARCEL SLB ECT TO EASEMENT DEED AS RECORDED AN ORB. 6727 PAGE 55. (AFFECTS GLLF STREAM ROAD RIGHT OF WAY LYAG EAST OF 9-6,.ECT PARCEL) DESCRIPTION LOT 20,CULF STREAM PROPERTIES, ACCORONG TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 18, PAGE 27, OF T1 E PLPLIC RECORDS OF PALM BEACH CO,NTY, FLORIDA. MAP OF AS -BUIL T SURVEY SITE ADDRESS 3112 GLU STREAM ROAD GULFSTREAM, FLORIDA 33483 11 I HEREBY CERTIFY THAI THS SURVEY WAS IAAOE UATER NY RESPONSI&E CHARGE AND .WETS THE STAAOARDS OF PRACTICE AS SET FQRTR BY THE RCRNA BOARD OF PROFESSIONAL SWUEYQRS AD NAFPER5 W CHAPTER W-17. FLORIDA AWAFSTRATIVE CCCE "SUANi TO SECTION 472027, FLO A STATUTES SEC PAUL D. ENGLE THE cai`rrrvu"A ,THEAs oiTALQr�iaAHU SURVEYOR & MAPPER J/5708 TOWN OF GULF STREAM BALANCE SHEET & CASH & BUDGET REPORT Unaudited As of July 31, 2018 TABLE OF CONTENTS SECTION PAGE(S) CashBalance Sheet..................................................................................................................... 1-2 BudgetReport, General Fund............................................................................................................... 3-8 BudgetReport, Water Fund................................................................................................ 9-10 Budget Report, Undergrounding Fund.................................................................................. 11-12 General Fund 001 Assets Town of Gulf Stream Balance Sheet July 2018 Water Fund 401 Underground Fund 155 Penny Sales Tax Checking Account $88,040.05 $0.00 $0.00 Cash - Oper Account $104,977.94 $0.00 $0.00 Cash - P/R Account $8,120.35 $0.00 $0.00 Cash - Operating MMA $4,938,518.04 $0.00 $0.00 Cash - Flagler Bank CD $262,922.36 $0.00 $0.00 Legacy Bank CD $270,307.00 $0.00 $0.00 Florida Community Bank CD $242,485.04 $0.00 $0.00 Cash - Petty Cash $200.00 $0.00 $0.00 Accounts Receivable - Garbage $34,382.53 $0.00 $0.00 Inventories $7,646.25 $0.00 $0.00 Underground Proj Pymt Fund - Checking $0.00 $0.00 $169,546.20 Cash - Suntrust MMA $0.00 $0.00 $1,052,235.96 Assessment Receivable $0.00 $0.00 $1,003,948.82 Delinq. Assessment Recievable $0.00 $0.00 $0.04 Miscellaneous Receivable $0.00 $0.00 $1,626.00 Cash-Flagler Bank Water Utility Savings $0.00 $1,794,851.71 $0.00 Accounts Receivable - Water $0.00 $238,167.40 $0.00 Accounts Receivable - Reserves $0.00 $28,732.68 $0.00 Less: Allowance - Water $0.00 $25,000.00 $0.00 Due From General Fund $0.00 $152,138.38 $0.00 Prepaid Water Meters $0.00 $3,372.66 $0.00 Inventory $0.00 $3,095.68 $0.00 Improvements Other Than Bldg. $0.00 $2,658,921.72 $0.00 Accum. Deprec.-Imp Other T Bld $0.00 ($981,234.36) $0.00 Equipment and Furniture $0.00 $71,378.00 $0.00 Accumulated Depr - Equip/ Furn $0.00 ($67,894.00) $0.00 Total Assets $5,957,599.56 $3,876,529.87 $2,227,357.02 Liabilities and Fund Balance Town of Gulf Stream Balance Sheet July 2018 2 General Fund 001 Water Fund 401 Underground Fund 155 Liabilities Accounts Payable $63,025.11 $0.00 $0.00 Due to Water Fund $152,138.36 $0.00 $0.00 Accrued Compensated Absences $0.48 $0.00 $0.00 Other Insurance Deductions $40.01 $0.00 $0.00 Deposit: Damage Bond/Plans $25,000.00 $0.00 $0.00 Less: Retainage Payable $0.00 $0.00 ($185,376.00) Deferred Revenue $0.00 $0.00 $1,003,948.30 Accounts Payable $0.00 ($1,677.62) $0.00 Due to General Fund $0.00 $0.02 $0.00 Water Accrued Wages Payable $0.00 $0.13 $0.00 Accrued Compensated Absences $0.00 $2,301.91 $0.00 Deferred Revenue $0.00 $5,771.00 $0.00 Total Liabilities $240,203.96 $6,395.44 $1,189,324.30 Fund Balance Reserve for Dredging $17,820.00 $0.00 $0.00 Fund Balance $5,699,575.60 $0.00 $0.00 Fund Balance $0.00 $0.00 $1,038,032.72 Retained Earnings - Unreserved $0.00 $3,456,501.29 $0.00 Retained Earnings - Reserved $0.00 ($124,282.84) $0.00 R/E Reserved For D/S and R & R $0.00 $537,915.98 $0.00 Total Fund Balance $5,717,395.60 $3,870,134.43 $1,038,032.72 Total Liabilities and Fund Balance $3,876,529.87 $2,227,357.02 $5,957,599.56 2 Revenues Property Taxes Ad Valorem Taxes - Current Ad Valorem Taxes - Delinquent Early Payment Discount -Ad Valo Interest on Tax Collection Total Property Taxes Fines Judgements and Fines Violations of Local Ordinances Permits Zoning/Code Review Fees Inspection Fee Registrations Local Business Tax - Registrations County Business Tax $73,892.15 $0.00 $0.00 $2,287.68 $76,179.83 $82.40 Current Month Town of Gulf Stream Income Statement General Fund as of July 31, 2018 YTD Variance Actual Budget Variance $382,572.00 ($308,679.85) $4,602,626.65 $4,590,871.00 $11,755.65 $4,590,871.00 $0.00 $0.00 $4,245.97 $0.00 $4,245.97 $0.00 ($14,166.00) $14,166.00 ($161,590.97) ($170,000.00) $8,409.03 ($170,000.00) $0.00 $2,287.68 $4,946.43 $0.00 $4,946.43 $0.00 $368,406.00 ($292,226.17) $4,450,228.08 $4,420,871.00 $29,357.08 $4,420,871.00 FL Revenue Sharing $1,966.59 $150.00 ($67.60) $1,072.39 $1,800.00 ($727.61) $1,800.00 $0.00 $0.00 $565.00 $0.00 $565.00 $0.00 $1 80000 $12,720.00 $5,308.00 $0.00 $116.78 $7,412.00 $1,637.39 $1,800.00 ($162.61) $413,700.00 , . $85,555.00 $63,700.00 $21,855.00 $202.99 $63,700.00 $0.00 $0.00 $0.00 $0.00 $116.78 $1,916.76 State & County 5.27,198.05 $350,000.00 $413,700.00 $49,053.05 Local Option Fuel Tax R&S $3,077.99 $2,875.00 $202.99 $27,838.22 Local Alternate Fuel Decal Tax $0.00 $0.00 $0.00 $0.00 Disc. Infrastructure Tax $5,030.52 $2,500.00 $2,530.52 $54,936.00 Professional/ Occupational Lic $0.00 $0.00 $0.00 $0.00 Cigarette Tax $0.00 $0.00 $0.00 $0.00 FL Revenue Sharing $1,966.59 $1,808.00 $158.59 $17,278.80 FL Rev Sharing -Alcoholic Bev $0.00 $66.00 ($66.00) $419.52 Local Government 1/2c Sales Tx $6,446.02 $5,916.00 $530.02 $62,208.62 Other General Government $0.00 $0.00 $0.00 $0.00 Fuel Tax Refund $0.00 $125.00 ($125.00) $912.98 Recycle Revenue Sharing $48.86 $125.00 ($76.14) $648.52 $350,000.00 5.27,198.05 $350,000.00 $413,700.00 $49,053.05 $413,700.00 $0.00 $0.00 $0.00 $0.00 $1,916.76 $0.00 $0.00 $1,916.76 $0.00 $34,500.00 ($6,661.78) $34,500.00 $0.00 $0.00 $0.00 $30,000.00 $24,936.00 $30,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $21,700.00 ($4,421.20) $21,700.00 $800.00 ($380.48) $800.00 $71,000.00 ($8,791.38) $71,000.00 $0.00 $0.00 $0.00 $1,500.00 ($587.02) $1,500.00 $1,500.00 ($851.48) $1,500.00 3 Interest Interest On Investment Franchises Franchise Fees - FPL Franchise Fees - Southern Bell Franchise Fees - Gas Franchise Fees - Cable Local Communication Svc Tax Communications Services Tax Garbage Collection Fees Garbage Collection Fee Utility Service Tax Utility Service Tax - Electric Utility Service Tax - Telecomm Utility Service Tax - Gas Utility Service Tax - Propane Contributions and Donations Contributions -Civic Assoc. Contributions - Community Federal Grants Federal Grants - Other Other Payment in Lieu of Taxes -Water Sales of Maps and Publications Certification, Copies, Misc Ot Miscellaneous Services Clerk's Charges & Fees Public Safety - Other ChrglFee Current Month YTD Actual Budget Variance Actual Budget Variance 2018 Budget $16,569.98 $13,415.00 $3,154.98 $164,242.66 $161,000.00 $3,242.66 $161,000.00 $4,782.78 ($14,519.43) $333.00 $4,449.78 $45,709.10 $4,782.78 $0.00 $333.00 $4,449.78 $15,300.00 $45,709.10 $10,944.18 $0.00 $9,417.00 $1,527.18 $2,475.00 $98,480.57 $0.00 $0.00 $0.00 $0.00 ($19,207.86) $0.00 $0.00 $0.00 $1,275.00 ($1,275.00) $47,700.00 $10,611.57 $0.00 $144.00 $0.00 $0.00 $1,320.40 $0.00 $10,944.18 $10,692.00 $252.18 $0.00 $109,092.14 $5,060.05 $15,000.00 $3,975.00 $1,085.05 $141,200.00 $46,037.12 $5,060.05 ($22,820.04) $3,975.00 $1,085.05 $0.00 $46,037.12 $23,735.71 $162,000.00 $11,766.00 $11,969.71 $118,379.96 $23,735.71 $11,766.00 $11,969.71 $0.00 $118,379.96 $14,963.07 ($3,219.37) $13,500.00 $1,463.07 $12,500.00 $146,339.78 $0.00 $12,500.00 $0.00 $0.00 $0.00 $575.44 $1,341.00 ($765.56) $12,880.63 $0.00 $0.00 $0.00 $0.00 $332.78 $173,051.80 $41,709.10 $4,000.00 $4,000.00 $113,000.00 ($14,519.43) $0.00 $113,000.00 $0.00 $0.00 $0.00 $12,214.95 $0.00 $15,300.00 $0.00 ($4,688.43) $0.00 $15,300.00 $0.00 $2,475.00 $0.00 $29,775.00 $0.00 $128,300.00 $29,700.00 ($19,207.86) $0.00 $128,300.00 $0.00 $0.00 $0.00 $47,700.00 $144.00 ($1,662.88) $144.00 $47,700.00 $47,700.00 $1,320.40 ($1,662.88) $0.00 $47,700.00 ($1,250.00) $0.00 $15,000.00 $141,200.00 $15,000.00 ($22,820.04) $0.00 $141,200.00 $141,200.00 $0.00 ($22,820.04) 50.00 $141,200.00 $0.00 $0.00 $0.00 $162,000.00 $0.00 ($15,660.22) $162,000.00 $0.00 $0.00 $0.00 $16,100.00 ($3,219.37) $16,100.00 $12,500.00 $1,331.39 $12,500.00 $0.00 $0.00 $0.00 $0.00 $12,214.95 $0.00 $0.00 $12,214.95 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 50.00 $0.00 au.vu ay.vv $0.00 $0.00 $0.00 $0.00 50.00 $0.00 $0.00 $0.00 $2,475.00 ($2,475.00) $29,775.00 $29,700.00 $75.00 $29,700.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $144.00 $0.00 $144.00 $1,320.40 $0.00 $1,320.40 50.00 $0.00 $1,250.00 ($1,250.00) $0.00 $15,000.00 ($15,000.00) $15,000.00 $0.00 $0.00 $0.00 $75.00 $0.00 $75.00 50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 4 Lot Mowing and Clearing Sale of Fixed Assets Management Fees Other Contractual Agreements Other Miscellaneous Revenue Operating Transfer Operating Trans - Water Fund Debt Proceeds Total Revenues Expenditures Admin & General Executive Salaries Regular Salaries - Admin Other Salaries - Part Time Contingency - Miscellaneous Overtime- Admin FICA Taxes Retirement Contributions Life and Health Insurance Workers' Compensation Unemployment Compensation Legal Services - Admin Legal Services -Planning Board Engineering Fees Misc. Prof Svcs.- Building Inspections Misc Prof Svcs - TH Accounting and Auditing Fees Property Trash Removal/ Mowing Travel and Per Diem - TH Communication - TH Postage Electric - TH Water Rental and Lease Expense Insurance - Liab/Prop/WC Current Month Actual Budget Variance Actual YTD Budget Variance 2018 Budget $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,283.00 ($1,283.00) $0.00 $15,400.00 ($15,400.00) $15,400.00 $7,239.13 $0.00 $7,239.13 $9,950.13 $0.00 $9,950.13 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $7,383.13 $5,008.00 $2,375.13 $41,120.53 $60,100.00 ($18,979.47) $60,100.00 $173,789.62 $464,101.00 ($290,311.38) $5,626,383.54 $5,569,271.00 $57,112.54 $5,569,271.00 $8,319.24 $9,012.00 $692.76 $87,352.02 $108,150.00 $20,797.98 $108,150.00 $21,204.90 $25,912.00 $4,707.10 $220,468.59 $310,951.00 $90,482.41 $310,951.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $241.39 $18,174.00 $17,932.61 $3,248.55 $305,930.00 $302,681.45 $305,930.00 $652.63 $416.00 ($236.63) $3,948.48 $5,000.00 $1,051.52 $5,000.00 $2,308.53 $2,863.00 $554.47 $22,761.13 $34,356.00 $11,594.87 $34,356.00 $6,176.46 $6,363.00 $186.54 $59,536.86 $76,358.00 $16,821.14 $76,358.00 $4,993.54 $7,759.00 $2,765.46 $64,833.91 $93,117.00 $28,283.09 $93,117.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20,301.03 $33,333.00 $13,031.97 $301,474.78 $400,000.00 $98,525.22 $400,000.00 $0.00 $416.00 $416.00 $0.00 $5,000.00 $5,000.00 $5,000.00 $0.00 $83.00 $83.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $0.00 $28,787.00 $28,787.00 $377,198.05 $350,000.00 ($27,198.05) $350,000.00 $2,795.14 $9,583.00 $6,787.86 $10,848.58 $115,000.00 $104,151.42 $115,000.00 $0.00 $1,291.00 $1,291.00 $14,228.31 $15,500.00 $1,271.69 $15,500.00 $0.00 $208.00 $208.00 $1,965.54 $2,500.00 $534.46 $2,500.00 $27.03 $477.00 $449.97 $1,122.83 $5,500.00 $4,377.17 $5,500.00 $607.60 $958.00 $350.40 $8,462.32 $11,500.00 $3,037.68 $11,500.00 ($36.83) $375.00 $411.83 $2,629.10 $4,500.00 $1,870.90 $4,500.00 $798.15 $750.00 ($48.15) $5,975.36 $9,000.00 $3,024.64 $9,000.00 $2,449.80 $1,666.00 ($783.80) $15,611.20 $20,000.00 $4,388.80 $20,000.00 $123.99 $700.00 $576.01 $7,233.53 $8,400.00 $1,166.47 $8,400.00 $0.00 $18,500.00 $18,500.00 $122,578.28 $123,000.00 $421.72 $123,000.00 5 6 Current Month YTD Actual Budget Variance Actual Budget Variance 2018 Budget Insurance - Property $0.00 $500.00 $500.00 $5,851.00 $6,000.00 $149.00 $6,000.00 Insurance - Errors & Omission $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Building Maintenance -TH $943.03 $1,250.00 $306.97 $10,443.25 $15,000.00 $4,556.75 $15,000.00 Lawn Maintenance $618.77 $2,481.00 $1,862.23 $14,247.14 $14,570.00 $322.86 $14,570.00 Bird Sanctuary Maintenance $0.00 $454.00 $454.00 $0.00 $5,000.00 $5,000.00 $5,000.00 Office Eq/Supp/Computer -TH $2,165.00 $5,121.00 $2,956.00 $34,485.92 $31,000.00 ($3,485.92) $31,000.00 Printing and Binding - TH $242.83 $541.00 $298.17 $5,605.60 $6,500.00 $894.40 $6,500.00 Legal Advertisement & Other $0.00 $416.00 $416.00 $2,019.28 $5,000.00 $2,980.72 $5,000.00 Uniform Cleaning $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Contra for W/F Mgmt Fees $0.00 ($7,500.00) ($7,500.00) ($22,500.00) ($90,000.00) ($67,500.00) ($90,000.00) Misc. Other - TH $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Office Supplies $208.92 $208.00 ($0.92) $2,100.33 $2,500.00 $399.67 $2,500.00 Books, Membership, Training - TH $195.00 $977.00 $782.00 $7,476.08 $11,500.00 $4,023.92 $11,500.00 Contributions & Special Events $0.00 $125.00 $125.00 $0.00 $1,500.00 $1,500.00 $1,500.00 Capital Outlay - TH $250.00 $30,004.00 $29,754.00 $271,927.75 $356,871.00 $84,943.25 $356,871.00 $75,586.15 $202,203.00 $126,616.85 $1,663,133.77 $2,370,203.00 $707,069.23 $2,370,203.00 Fire Fire Control Contract Services $0.00 $39,458.00 $39,458.00 $355,112.91 $473,500.00 $118,387.09 $473,500.00 Misc. Repair and Maintenance $0.00 $83.00 $83.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $0.00 $39,541.00 $39,541.00 $355,112.91 $474,500.00 $119,387.09 $474,500.00 Police Executive Salaries $8,971.54 $9,719.00 $747.46 $94,201.17 $116,630.00 $22,428.83 $116,630.00 Regular Salaries - Police Off $58,510.07 $70,594.00 $12,083.93 $616,431.81 $847,138.00 $230,706.19 $847,138.00 Overtime - Police $1,149.73 $1,250.00 $100.27 $7,982.91 $15,000.00 $7,017.09 $15,000.00 Incentive Pay $932.28 $990.00 $57.72 $9,696.64 $11,880.00 $2,183.36 $11,880.00 FICA Taxes $5,321.64 $6,241.00 $919.36 $55,346.73 $74,900.00 $19,553.27 $74,900.00 Retirement Contributions $14,117.16 $15,411.00 $1,293.84 $144,406.71 $184,935.00 $40,528.29 $184,935.00 Life and Health Insurance $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Life and Health Insurance $13,822.72 $18,609.00 $4,786.28 $176,669.99 $223,305.00 $46,635.01 $223,305.00 Workers' Compensation $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Unemployment Compensation $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Legal Services - PD $0.00 $41.00 $41.00 $0.00 $500.00 $500.00 $500.00 Misc Prof Svcs - PD $0.00 $83.00 $83.00 $485.00 $1,000.00 $515.00 $1,000.00 Dispatch Service Contract $0.00 $5,416.00 $5,416.00 $55,961.00 $65,000.00 $9,039.00 $65,000.00 Travel and Per Diem - PD $0.00 $166.00 $166.00 $0.00 $2,000.00 $2,000.00 $2,000.00 Communication - PD $175.17 $291.00 $115.83 $2,075.77 $3,500.00 $1,424.23 $3,500.00 Electric - PD $280.82 $250.00 ($30.82) $2,220.44 $3,000.00 $779.56 $3,000.00 6 7 Current Month YTD Actual Budget Variance Actual Budget Variance 2018 Budget Rental and Lease Expense-PD $8.69 $0.00 ($8.69) $8.69 $0.00 ($8.69) $0.00 Building Maintenance - PD $534.77 $250.00 ($284.77) $5,019.05 $5,000.00 ($19.05) $5,000.00 Vehicle Maintenance $3,501.98 $666.00 ($2,835.98) $12,064.25 $9,000.00 ($3,064.25) $9,000.00 Office Eq/Supp/Computer - PD $1,033.96 $1,275.00 $241.04 $7,995.47 $7,200.00 ($795.47) $7,200.00 Printing and Binding - PD $0.00 $41.00 $41.00 $529.00 $600.00 $71.00 $600.00 Legal Advertisement & Other $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Uniform Cleaning $186.00 $275.00 $89.00 $1,617.50 $3,300.00 $1,682.50 $3,300.00 Fuel $2,851.53 $4,583.00 $1,731.47 $28,566.19 $55,000.00 $26,433.81 $55,000.00 Uniforms & Equipment $628.15 $541.00 ($87.15) $2,912.59 $6,500.00 $3,587.41 $6,500.00 Books, Memberships, Training - PD $0.00 $1,333.00 $1,333.00 $609.00 $16,000.00 $15,391.00 $16,000.00 Continued Education - CPE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Capital Outlay - PD $8,908.00 $6,633.00 ($2,275.00) $64,430.05 $91,200.00 $26,769.95 $91,200.00 $120,934.21 $144,658.00 $23,723.79 $1,289,229.96 $1,742,588.00 $453,358.04 $1,742,588.00 Streets Regular Salaries - Streets $5,059.32 $5,814.00 $754.68 $53,121.06 $69,771.00 $16,649.94 $69,771.00 Overtime-Streets $0.00 $166.00 $166.00 $1,114.61 $2,000.00 $885.39 $2,000.00 FICA Taxes $387.04 $457.00 $69.96 $4,149.08 $5,491.00 $1,341.92 $5,491.00 Retirement Contributions $1,058.40 $1,146.00 $87.60 $11,112.84 $13,759.00 $2,646.16 $13,759.00 Life and Health Insurance $1,290.17 $1,551.00 $260.83 $17,493.25 $18,620.00 $1,126.75 $18,620.00 Misc Prof Svcs - Streets $0.00 $4,545.00 $4,545.00 $48,616.00 $50,000.00 $1,384.00 $50,000.00 Communication - Streets $19.58 $41.00 $21.42 $296.11 $500.00 $203.89 $500.00 Electric -Streets $1,520.27 $1,250.00 ($270.27) $14,319.76 $15,000.00 $680.24 $15,000.00 Rental and Lease Expense $0.00 $33.00 $33.00 $0.00 $400.00 $400.00 $400.00 Vehicle Maintenance- Streets $608.31 $416.00 ($192.31) $4,671.65 $5,000.00 $328.35 $5,000.00 Misc. Repair and Maintenance $559.34 $2,833.00 $2,273.66 $6,420.93 $33,000.00 $26,579.07 $33,000.00 Misc. Other - NPDES $523.62 $625.00 $101.38 $7,405.62 $7,500.00 $94.38 $7,500.00 Water Fund Labor Fees $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Operating Supplies $727.76 $291.00 ($436.76) $2,128.86 $1,500.00 ($628.86) $1,500.00 Uniforms & Equipment $656.49 $41.00 ($615.49) $1,091.27 $500.00 ($591.27) $500.00 Road Materials and Supplies $0.00 $100.00 $100.00 $419.80 $1,200.00 $780.20 $1,200.00 Capital Outlay - Streets $0.00 $37,537.00 $37,537.00 $49,350.77 $455,000.00 $405,649.23 $455,000.00 Construction in Progress $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $12,410.30 $56,846.00 $44,435.70 $221,711.61 $679,241.00 $457,529.39 $679,241.00 Legal Regular Salaries - Legal $7,440.76 $8,060.00 $619.24 $78,127.98 $96,730.00 $18,602.02 $96,730.00 FICA Taxes - Legal $569.22 $616.00 $46.78 $5,976.81 $7,400.00 $1,423.19 $7,400.00 Retirement Contributions - Legal $1,556.60 $1,686.00 $129.40 $16,344.30 $20,236.00 $3,891.70 $20,236.00 7 a Current Month YTD Actual Budget Variance Actual Budget Variance 2018 Budget Life and Health Insurance - Legal $1,290.17 $1,551.00 $260.83 $17,236.01 $18,623.00 $1,386.99 $18,623.00 Workers' Compensation- Legal $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Unemployment Compensation - Legal $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Travel and Per Diem-Legal $0.00 $83.00 $83.00 $178.06 $1,000.00 $821.94 $1,000.00 Communication - Legal $52.28 $62.00 $9.72 $486.45 $750.00 $263.55 $750.00 Postage- Legal $0.00 $41.00 $41.00 $0.00 $500.00 $500.00 $500.00 Printing and Binding - Legal $0.00 $41.00 $41.00 $0.00 $500.00 $500.00 $500.00 office Supplies - Legal $0.00 $41.00 $41.00 $60.77 $500.00 $439.23 $500.00 Books, Membership, Training - Legal $490.00 $625.00 $135.00 $4,196.77 $7,500.00 $3,303.23 $7,500.00 Total $11,399.03 $12,806.00 $1,406.97 $122,607.15 $153,739.00 $31,131.85 $153,739.00 Sanitation Garbage Contract Services $0.00 $11,715.00 $11,715.00 $105,569.73 $141,200.00 $35,630.27 $141,200.00 Misc. Trash Disposal $0.00 $701.00 $701.00 $0.00 $7,800.00 $7,800.00 $7,800.00 Total Sanitation $0.00 $12,416.00 $12,416.00 $105,569.73 $149,000.00 $43,430.27 $149,000.00 Total Expenditures $220,329.69 $468,470.00 $248,140.31 $3,757,365.13 $5,569,271.00 $1,811,905.87 $5,569,271.00 Net Revenue (Deficit) ($46,540.07) ($4,369.00) ($42,171.07) $1,869,018.41 $0.00 $1,869,018.41 $0.00 NET SURPLUS/(DEFICIT) ($46,540.07) ($4,369.00) ($42,171.07) $1,869,018.41 $0.00 $1,869,018.41 $0.00 a Town of Gulf Stream Income Statement Water Fund as of July 31, 2018 Current Month YTD Actual Budget Variance Actual Budget Variance 2018 Budget Revenues Water Sales Water Sales $172,721.97 $86,666.00 $86,055.97 $883,761.32 $1,040,000.00 ($156,238.68) $1,040,000.00 Total Water Sales $172,721.97 $86,666.00 $86,055.97 $883,761.32 $1,040,000.00 ($156,238.68) $1,040,000.00 Reserve Fees Reserves Fees $22,707.00 $11,250.00 $11,457.00 $113,386.80 $135,000.00 ($21,613.20) $135,000.00 Total Reserve Fees $22,707.00 $11,250.00 $11,457.00 $113,386.80 $135,000.00 ($21,613.20) $135,000.00 Interest Interest On Investment $1,557.29 $0.00 $1,557.29 $13,270.66 $0.00 $13,270.66 $0.00 $1,557.29 $0.00 $1,557.29 $13,270.66 $0.00 $13,270.66 $0.00 Other Impact Fees -Physical Environm $0.00 $0.00 $0.00 $2,650.00 $0.00 $2,650.00 $0.00 $0.00 $0.00 $0.00 $2,650.00 $0.00 $2,650.00 $0.00 Total Revenues $196,986.26 $97,916.00 $99,070.26 $1,013,068.78 $1,175,000.00 ($161,931.22) $1,175,000.00 Expenditures Water Purchased Water Purchased -Commodity $38,194.74 $53,333.00 $15,138.26 $404,630.64 $640,000.00 $235,369.36 $640,000.00 Water -Capacity $2,022.05 $2,500.00 $477.95 $18,733.50 $30,000.00 $11,266.50 $30,000.00 Water Purchased -Meter Charge $7.36 $9.00 $1.64 $68.10 $110.00 $41.90 $110.00 Total Water Purchased $40,224.15 $55,842.00 $15,617.85 $423,432.24 $670,110.00 $246.677.76 $670,110.00 Other Expenses Regular Salaries - Water $3,688.20 $4,078.00 $389.80 $38,724.66 $48,946.00 $10,221.34 $48,946.00 Overtime - Water $0.00 $416.00 $416.00 $69.15 $5,000.00 $4,930.85 $5,000.00 FICA Taxes $282.14 $312.00 $29.86 $2,967.67 $3,745.00 $777.33 $3,745.00 Retirement Contributions $771.58 $835.00 $63.42 $8,101.23 $10,030.00 $1,928.77 $10,030.00 Life and Health Insurance $1,183.86 $1,555.00 $371.14 $16,069.88 $18,669.00 $2,599.12 $18,669.00 GIS/Mapping $0.00 $541.00 $541.00 $3,846.30 $6,500.00 $2,653.70 $6,500.00 Water Sampling & Testing $105.00 $333.00 $228.00 $1,050.00 $4,000.00 $2,950.00 $4,000.00 Repair Services $0.00 $3,333.00 $3,333.00 $19,080.00 $20,000.00 $920.00 $20,000.00 General Management Fees $0.00 $7,500.00 $7,500.00 $67,500.00 $90,000.00 $22,500.00 $90,000.00 Town of Gulf Stream Income Statement Water Fund as of July 31, 2018 16 Current Month YTD Actual Budget Variance Actual Budget Variance 2018 Budget Software Maintenance Contract $624.85 $1,416.00 $791.15 $8,226.02 $8,000.00 ($226.02) $8,000.00 Communication $37.31 $41.00 $3.69 $352.17 $500.00 $147.83 $500.00 Postage $140.00 $83.00 ($57.00) $858.00 $1,000.00 $142.00 $1,000.00 Electric - Chlorinator $15.39 $45.00 $29.61 $251.39 $550.00 $298.61 $550.00 Insurance - General Liability $0.00 $1,250.00 $1,250.00 $14,900.00 $15,000.00 $100.00 $15,000.00 Printing and Binding $0.00 $12.00 $12.00 $52.75 $150.00 $97.25 $150.00 Provision for Bad Debt $0.00 $166.00 $166.00 $0.00 $2,000.00 $2,000.00 $2,000.00 Payment In Lieu of Taxes $0.00 $3,308.00 $3,308.00 $29,775.00 $39,700.00 $9,925.00 $39,700.00 Misc. Operating Supplies $44.46 $416.00 $371.54 $4,612.06 $5,000.00 $387.94 $5,000.00 General Office Supplies $0.00 $41.00 $41.00 $0.00 $500.00 $500.00 $500.00 Uniforms & Equipment $120.00 $16.00 ($104.00) $360.00 $200.00 ($160.00) $200.00 Books, Membership, Training -Water $0.00 $33.00 $33.00 $0.00 $400.00 $400.00 $400.00 Depreciation Expense $0.00 $1,000.00 $1,000.00 $9,000.00 $12,000.00 $3,000.00 $12,000.00 Renewal & Replacement Expense $0.00 $1,250.00 $1,250.00 $9,287.09 $15,000.00 $5,712.91 $15,000.00 Capital Outlay- Water $0.00 $14,283.00 $14,283.00 $34,300.78 $198,000.00 $163,699.22 $198,000.00 Total Other Expenses $7,012.79 $42,263.00 $35,250.21 $269,384.15 $504,890.00 $235,505.85 $504,890.00 Total Expenditures $47,236.94 $98,105.00 $50,868.06 $692,816.39 $1,175,000.00 $482,183.61 $1,175,000.00 Net Revenue (Deficit) $149,749.32 ($189.00) $149,938.32 $320,252.39 $0.00 $320,252.39 $0.00 NET SURPLUS/(DEFICIT) $149,749.32 ($189.00) $149,938.32 $320,252.39 $0.00 $320,252.39 $0.00 16 Town of Gulf Stream Income Statement Undergrounding Fund as of July 31, 2018 Current Month YTD Actual Actual Revenues Non -Ad Velorem Taxes Ad Valorem Taxes - Current $0.00 $0.00 Early Payment Discount -Ad Valo $0.00 $0.00 NAV Taxes - Fees $0.00 $0.00 Total Non- Ad Velorem Taxes $0.00 $0.00 Interest Interest On Investment $38.59 $413.44 $38.59 $413.44 Other Assessment Revenues $7,700.30 $282,614.78 Interest On Investment $38.59 $413.44 Interest Revenue on Assessment $231.00 $289.76 Admin Fee Revenue $0.00 $0.00 Refund Prior Yr Expenditure $0.00 $0.00 Miscellaneous Revenue $0.00 $1,626.02 $7,969.89 $284,944.00 Total Revenues $8,008.48 $285,357.44 Expenditures All Expenses GIS/Mapping $0.00 $0.00 Engineering Fees $0.00 $0.00 Prof Svcs - Design Survey Work $0.00 $0.00 Prof Svcs - Project Management $0.00 $5,837.28 Prof Svcs - Const Survey Work $0.00 $1,169.50 Prof Svcs - Project Admin $0.00 $8.998.95 Prof Svcs - Assessment Consult $0.00 $0.00 Accounting and Auditing Fees- UG $0.00 $30.00 Cont Svcs - FPL Fees $0.00 $0.00 Cont Svcs - Street Light Syste $0.00 $0.00 Cont Svcs - UG Construction $0.00 $0.00 Town of Gulf Stream Income Statement Undergrounding Fund as of July 31, 2018 Current Month Actual Cont Svcs - Pre Const Landscap Cont Svcs - Post Const Landsca Cont Svcs - AT&T Fees Cont Svcs - Comcast Fees Legal Advertisement & Other Discount County Admin Fee Misc. Expenses Debt Service - Principal Debt Service - Interest Total Other Expenses Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $8,008.48 YTD Actual $0.00 $2,800.00 $0.00 $0.00 $0.00 $9,331.53 $2,635.04 $0.00 $242,710.16 $26,446.77 $299,959.23 $299,959.23 ($14,601.79) $8,008.48 ($14,601.79) 12 LLI 0 0. LL W 00 O N J % LU 70a 75 ( �� M 0 LLM w W a O F- a Z 3:O I- U) UJ .-I 0 0 0 -1 pv,: LO >� -•gx >e -g�- OD 6-o' (3) It :0 cl) C) M LL) LLI C,p V: C'3� ($ m: �;:Co. C': R Lf).Co: I .;z q:Cq CC!: Lq . cl) oo C-:. lo: :ul�` C-4 M'(Ci to co q - . . ... . - I - . . . IT -�q - M.N.cl -N- q - R i cl F.-: Y�!: r*.: :Cl: .... .... C):P�- Lf):Q.' C�:*�:,,t <q: 19 -W) .0): N 0 D. 'IT -CF). N.M. U� cq ..CjD Cl):V> CDa.g:;: '�T:cp: C�4'4n.-Lj) 4::�. U) Z U) C*4 CO C*4 C*4 'T :S: LOXV. M: N 4P: ;::0 P -:r-;-:00 ul). 04 C14 V: (0:(P: -M C*4 41: -6 - N. c) CM C,4 :-*:4: �, ui as -6 c� 6 ci Sr:-,�: - C? 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Steam Billing Gain(Loss) % Gain(Loss) 7/25 9/30/2017 11/30/2017 1/31/2018 282415 261206 32145 337543 283228 305025 32170 338604 3/31/2018 5/31/2018 7/31/2018 358279 380578 397240 358716 380822 398885 282822 283115.5 32157.5 338073.5 358497.5 380700 398062.5 20606 294 -250958 305916 20424 22202.5 17362.5 4077 22339 40190 55337 73826 94375 9715 4838 258061 40442 56334 74219 94635 1001E 4457.5 24072.5 40316 55835.5 74022.5 94505 9867.E 20517 19615 16243.5 15519.5 18187 20482.5 15362.E Meter Rolled Over 19560 19560 19560 1956.8 19560 1959.4 1959.2 0 0 0 0 0 0 8 8 8 8 8 8 i 0 0 0 0 0 0 41123 19909 -234715 321435.5 38611 42685 3272! 39807 38319 33232 30534 37767 39409 3283; (1316.0) 18410 267947 -290901.5 -844 -3276 10' -3.20% 92.47% -114.16% -90.50% -2.19% -8% 00, C� ill d.d N ti � h O ry O V N � u F a V A fYi U u u F F ° P64 f�0-4 .. z 0�' 1.6z �o�wov��a�C7Awc�irl&i Av>>4 zV.a. w�>0& v��v�zaC7o�v�C7�o�� �o O'aZ�QW�3`003��W��A�o QQ��QO�d� OpC7p� Qa �>��>Wiw 0-0 ANN<0 v�dF,Ax0a�w�owv rx ��A wc:>C> 0 WE -z- v�E-xwUa,WF"Qw�d zaA`"wQ AOv�oor�c�w O Q A aOHw�H �� a ax w H...3 p4z z Uwe QAQUU(�UUC7Aa u --OwaAw arx3azw xaA E -•U zWUUh a.A�z ..azUzzc� wcsaAw�7 Z—cn ¢vaF"-w ��¢¢pdQH MOz� QU Ow�ww�AQr�� dHpdHaWH ¢OUpv� a Ow�0 Hx `"xaxxv-ix oov�d v� QrxF. ¢ WE -4 v,daad��E„��F„rx Hx� viwO04�dQa U�w x UzzHU U a, 3c� O¢ � o UN��N w xa � H wd Q¢U Q� Uv' 0 0 ar0 v�Qpg0C7 0o p� U xA >�04 rs, UA v� F"'-aOF-a'-awC70oC7 r�zoZwA0 p� 9xxw A,o W Hw�"co:No�AW °]�W ra O QVU ¢aav, z� wd0 00 o;AU�Foa w �Foa oF,�o� oU ¢r- -, z �aA QA�wW Q¢z � F"ui�� w¢ ¢ASO � w'r Aon v�W v�o��C7 �ov�iEw,0QC7 W x:) z H�Mz pz3aWaw U X�w 00.0 �cn z� U xC7�AU`av� wzHWQ�v��A x zWWzzwaz AE.,�xvi Awvi Z w 0 Fy o w ow ��Qz ¢ w0� p�riUzw�a� H wF.z¢z>aA�Uw cavo �n �rxw HQQ 00 ~¢ QW zd��d¢z O'. oA�wo o¢ a ~HdOUdwv¢AA¢¢A¢,FwOUO�F~AONN> ?'Oa�d ^�xzWxz x v��rxzU rs! wooed U A u N H Q¢ �, l� Q z U N 0 �-+ Q 0 U M U U �" U z N F- x O O z0 WC7Aoa;w .ad,�A> � Q �}o vim ¢HpU W ¢H~�-.w�z Avon viw�7v�v� 0 v�"��"�0 �C7vAc7 ot7 �Nza.4r—m iWu .�0w Uz��"o x ¢Hw¢wzQw�Q wz �zw zwA0ZC'n � � za QOx a A �C�1 0Uv'Uv� "ao H .�rx�' 0UApF-,A zwAO¢AO¢Av A Od¢�w�v�w-.�z6n4a rxxx�p� ate, z u0-4 Wx -4 �;AFd .-,►-�¢�w -,A �A w Ocn wv�h¢A0 0 UwUxw xwaww�,��zx �oH�aoa�awCAx Azv�zzv�zzx,.azAv��z wwWr�A�oa_� Qw�,o0ZQ>aac7�.F-�QUa¢•.,AH��Aa >U��wwwj¢w>¢w�Www>>Q�c¢UxHMZOA� zwww. -�00 waA x�►-•F- �O wxzoAAw�r�N ax�F.,�E,wHON d0alrs!0 UNC4dt0�E-�QAv�dw�xv�w�c�1¢r�QAd��WH¢ArnQAv�QAH¢aAc4Lnw4cq u0C-4 WUWQ ��z o o N W a ��W o W a ��p z 0 ��W ��U E �� E - �� w C 7 7 W �� U O G W E - z U z ��C > W � g i d z �� z W ��d w O a t z w ��0 I l e o 6 N N ��A ��N d A a d z � W A M ' b A 0 4 . l Z > b > N O U p c d O O c �� r . 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