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HomeMy WebLinkAboutChevron Okeechobee Crossroads (Revised) 53031i 1 U')I 'I a OKRLCHOBI LNROAD „� ll. (� s Ot 5 a N / — R20.00' I '�I II II3 O 0 a�, N 0 ASPHALT 25 p0 PAVEMENT D7�5 1 B N BUILDIN E ACK DETAIL R=5.0' - n ,I',"' 1 kr mq , .. II II aS a % ISLAND MARKETER IM-3" — , za.zs' :.�.i`, �a Do' 10.00' N 70 04�06" E J S �, d + R-s.o' 56s' y,. @G N FOOD/CONVENIIENCE TORE 00 II T 43.10 jy 3.00 It 110.1 . _ R35.00' O NOTE: FOR IM-3 AND CW-1(MOD.) 4 b to o ��0. BUILDING FOUNDATION, r- ,� DETAILS, AND DIMENSIONS, n o •I ' r I `� L R=10.0' SEE STEEL FABRICATORS I� ro o / I / • �N g I O I ` EXISTING PAVEMENT TO BE REMOVED m 61.1' DRAWINGS. / •I LUCIE t 1 ;'' .r 1.00'Lon00 COUNTYr`..,,`,'" ` 80.G8 �')�, �%N 73.50' �.FOR 0 CE CONCRETE SLAB " , 21, .58 51.92 to �i x x I BOX " y h I I , SIGNAL CONTROL �b COL B '': CONCRETE CURB 58.25' ;n �) I�� SEWER VALVE =a N o I D4 o 0 0 I� I S �0, FERN+! g 4 o I I AN r I z.. IOU KEPT ON 0� �)R CONC. UTILITY POLE 0 o n � 4a. n L 18.57' III BE 4 s, E [ t4r irk �T y zI' ,. ,......_.._....m....... o o .. � WOOD UTILITY POLE 233.94' w I a a N I I 3 .. i o II If I � U ❑ WATER VALVE BOX W: 16.00' Rzs.00' —�_— /'----- — �— I all WATER VALVE .. U/m o — �04 ---- ---—320.00' 60.00' — I aoll r1 ----- 0 0 0-------_\------------�---- --- =��'\------------------ — o------- --- �. / ------ i-----2" GAS LINE ------------•------- I UTILITY POLE ANCHOR - -_ -_- - -_ _- - - - - - - r _ N 41.00' �\ _--_ _ _ _ ^wfl--------�. _ _—-------� II -- PROPERTY LINE Epp *' l 3.09' J ® EXISTING STRUCTURES FACILITIES 43.54 0 12l WATERMAIN (BY OTHERS) C-78 ID/PRICE/2 ANCILLLARY SIGN / - / 32.30' 16.00' ' EXISTING 2" l;AS MAIN SEE SHEET M-14 FOR DETAIL \ — — — / / 12" PVC _ — — \ d� . �,.,§.. R35.00' ~'.:: 1\ /� \ o _ — - _ — ,`"�,.. 7 s�-.'. ?, •.,7.,.nwr-, `:4 "'r7,7, ;•x' ',',: —� --- \ - - — — — — — — WATER MA R35.00' — — R40.00 1 ' III 'I — — — �,INSTALL 4" WHITE EDGE LINE EXISTING EDGE OF PAVEMENT . .' R1-1\ p Pm , R3-5(Rz) EXISTING 4 SHOULDER r ?�.z "n'is CLEAN FILL AND SOD IS TO BE PLACED IN AREA WHERE PAVEMENT 75 STORAGE 180.00' TANGENT IS TO BE REMOVED AND NO FUTURE PAYING IS PLANNED WESTBOUND LANE 1-4 (INSTALL EXTENSION LINE PER F.D.O.T. INDEX 17346)� g } �I o [] ® STATE ROAD NO. 70 [20LF] \_ �V II (OKEECHODEE ROAD) �y EXISTING GRASS MEDIAN rl, 1 PRE -CONSTRUCTION MEETING REVISIONS io-is eo WEs DESIGNED BY DATE »" GBB 4-12-90 Kimley-Horn and Associates Inc. CHEVRON PROJECT N0. � ' o DRAWN BY i SCALE 30080.01 ` , o —DCA 1'=so' ST. LUCIE CROSSROADS SHEET C 1 BEINDORF DIVISION _ CHECKED BY JWY 3885, 20th Street, Vero Beach, Florida 32960 ©1990 DIMENSIONAL FIELD BOOK NO. P. DWG. NAME OF 14 NO EVISION DATE BY N0. REVISION DAT Building client relationships since 1967 253/255 Tel. (407)562-7981 SITE PLAN XC-DP.DWG ,4 w �A, �, .,. ie,x .`,� ,' '�'*� di.. 4 •x9%?'u xi Ln."sa $md '-+F j�2.d+ d ,- d� v ue. ,mC + V _ a' . , , -„ �r. r 1u y1(✓! "xnt nti. tl„� rm ,d ' ... ..: X ,': F $ �, .,A 'i„ ",ki. ,n `. <&< xev , x�" k'a,, ,..., ,. r .<}.x* m[„ 1;,,, ,?� :R w:+ ,!t ' Rrr +:: '- _. .,, .1,� .., .� x �� s s�' �.:. sn n$ •'.; „ a ' , i' - a ^q;.i ,. ,, ,. rz1 , ? +, x ... .. , r y, i .. .. r .., , . , r.r .. ,. .... ...K x s. .,.- ... 9 , . ,. :, _Tom _. .._ ,. ...,. ._.. ,• .. .: ._, �, „. a WATER. AND VACUM UNITS TO _ r. < AIR WA R A „, .. ,,, z . INV. 15.20 „. .<. .. � _ ._, x ;,. , � BE FIELD LOCATED AND HAVE _,„ u 1 ,..-�. ,r a �.,.,f�, s.... ,., ,,.. .--, . a . - INSTALLATION APPROVED BY *r � �. ,�.n.. : "Ki .A J',M,Sy .x*%..}. J'l ., ("#�p 4. a. , . ,T �„ ..,. PUG ... . N FIELD REP. ACTUAL .t ,h , ,.r. I ,. ,� ,EVRO F L R r ,, _ x .. �. , .. ,r., , •. , .. I � , � ,. _> . ti �y 1 , , e ...,;, .;., s �.. .. ... i „y v . P . ., ,, ,<: , , ,. r , n: `S+..i i r i....... ,s. i z t u , , w. ,. 5 SLAB 4 x20 TO BE 12 DEEP r° �T _.. ' < .. i a -• .. ..: 'e., v,t L����}} i R a i ..,, , a : fie, , ,. -y ., ��,i. :.. e .', ,%s .., 1 ( ) x ..:fr:. ,�. )i�, 3", _ •20.00 y D � .. tla.,r WITH NO REINFORCING AN x TO TO OF CURB. yv QUIVALENT GRADE P o ,5 .a kg"z' ,19.3 \ x. \\ 4 -.rd ,< .+,'..x..:' c r ey " .rtx + ° �� r ,,.+ F;.. , .., : , ...A x 'r,. 1 I ".. iic , Y"f Or k ls}'", .a;S,;:x '$ i. `^' a., r ,rt :�. .. �(. g� V'! •9i<'-). SLOPE TO EXISTING GRADE CONST. FOOT TYPE "Co a ET /j 3 ` `+so.51 4H:INLET 1V MIN. SLOPE _-------------- INL - 21.3 \\ FROM TOP OF BERM E. INV. = 18.0 \ ' ;r:, . '` `'u N , a s W. INV. = 18.0 \ o a1 \ n o LP o9.30i 2o .L0.04.06n 2-n \\ ; •f � rs ' y 205 r a`s 0 .2000 INV.=14.90 REMOVE EXISTING CATCH BASIN TOP 5' `" •19.5 p,5 O' O 22. BERM 2 ry s „ �*R• 24" ITS STOP BAR AND REPLACE WITH MANHOLE COVER 22• y0 2. TO MEET APPLICABLE FDOT STANDARDS INCL. INDEX 201. +17.5 �0? "�,� '7 a~ " . r ry'Y k ry'� • O o r .z'x'" }.4- �' �• 3.` �k+?,w Y .a , 'S• ry. --'>,'� �' •19.2 27,3 ti INV.-15.25 30 •17.2p 7 0 `ti� r'� �� 19 Bp 25't/15" R.C.P. 0 3.0% x ,sue ,4 »n0 20 40 p� ,1e.7 8o N � 21.90 ?aso CONCRETE CURB zy p� -�,� _ ti OETT. FOOT TYPE "p" e +1as ( 24" WHI STOP BAR O FZ pS• ryryyy TOP =#19.0 �� 22.4 N. INV. = 16.0 v "'$ SCALE IN FEET / ryN 2 A VA U e t kr, .ns INV. 18.0 O /•9 � '' � t r, •19.4 N N y ryryy ' ¢ 0.53 +20.11 9. 25/7S. f °o l215't/15" R.C.P. ®0.287• a CONTROL EXPANSION 1 4 . , , 00. Rip. ww. JOINT CONST. FDOT TYPE "C" JOINT �� Qs TELEPHONE SLAB TO BE \\ a r N N INLET # 4 3o 12" DEEP WITH NO ° ^� r' () TOP = 21.9 ri REINFORCING, AND O W. INV. = 18.6 0 a® EQUIVALENT GRADE TO 1 \ 11 q s '"• O) O TOP OF CURB. �1 _ y y �n� _ S. INV. = 18.5 .1a.o c 22.50 U �.4 r15.5 0 *19.5 ryry`.ti RE R MIM22.30 NK 9.5 prLe 23.0 11 r' 4 •19.0 o� RIM=22.46 SEE SHEET M-6 +ca"z' (' ,'7 •19.4 nN N .17. r /° FOR DETAIL OF TANK SLAB 14 N9.4 •� � I / �h �- �" �� �� "ry � 7 ,4 v . O ry� ,. r �- (3) 12.000 GALLON t fdk � 1 r T 9f s" n ��2A� .20.30 0 = 15.16'18" 11 " r" V I UNDERGROUND 7 s, N ;a xt k °'�_ GASOLINE STORAGE TANKS .r: a.re„v L^� �O R NOTE; AFTER CLEARING AND GRUBBING HAS BEEN µ CAR WASH COIN/ACCESS fr,trL °i 22.70 1.30 ' 11 BOX SLAB TO BE 2'x2' / \, � .+" L ti . " 23 2 24.D 8 T = 90.54 , PROPERLY COMPLETED, SELECT CLEAN FILL (FREE FROM SQUARE ANP 24" DEEP ROOTS AND OTHER DELETERIOUS MATERIALS AND APPROVED[ WITH NO REINFORCING o Z- -�' %� ° 2590 L = 179.91 BY THE CHEVRON FIELD REPRESENTATIVE) SHALL BE AND EQUIVALENT GRADE PLACED IN 1' LIFTS AND COMPACTED TO A 98% MODIFIED 3:1 TO BE TOP OF CURB. y I•- J/ ¢ PROCTOR DENSITY BEFORE THE NEXT LIFT IS PLACED 11 r T -��- 1 y £ i p r t_- J,� e4 O ` 24.00 2D 0 g F o v' \ -'-`o Yyy 0 I II Zito \. 1 IN 20.49 y�0 YOO AO ,r p p .19.0 N \ a ry ry ryo' •zo.z9 II CONTROL JOINTS (TYP.) 0 473/e" PVC • 2.0X 1. PUMP BASE ;, , t - CONTRACTOR TO SUBMIT SHOP DRAWINGS SEE DETAIL SHEET C-3 p INSTALL' C. ELEV.-24.30 ON STRIP DRAIN TO ENGINEER FOR APPROVAL �Ij_ NT ' _ I TOP 2 0 (TYP.) O II II II Y PRIOR TO INSTALLATION. DRAIN CONNECTION NOTE: FOR CONCRETE AND JOINT `�^^+-/ o 24" WHITE STOP BAR 5 0 / DETAILS OF SLAB UNDER p ryo TO 6" PVC PIPE AND PIPE END GUARD TO' 1y' / 22.30 6• k' N ry § '., 22.8 d c1. 3. ry BE CONSTRUCTED PER FDOT INDEX 280. CANOPY, SEE SHEET M-1, ,n .00 0 'L p g0 `V' ry O II AND DETAIL SHEET C-3. 2 O �r r a6.7 Lv 6 PVC 22 •19.4 ° + - +� ° INV,= 21.12 y ryry OPEN/RETENTION 3dky, °t 2z 0 FOR IM-3 CANOPY FOUNDATIONS, AND N NN y II II wt INSTALL C.O.- DETAILS, AND DIMENSIONS, n /e" Pyc • 2pX M9+ TOP = 24.0 rya' �. 20 20 ;n O y AREA ® SEE STEEL FABRICATORS o INSTALL C.O. % II PARCEL 1 ;n w ry0 TOP = 24.1 GREASE TRAP SLOPE TO EXISTING GRADE i m MODIFIED FDOT TYPE "C" INLET 22 3 DRAWINGS. / p O OO RIM ELEV.=24.00 O I .zosa [�• I 21.80 '/ J n �' 4}I: i V MIN. SLOPE r TOP = 20.5 et� y y I ry� ah r 2 0 II II FROM TOP OF BERM L0 N. INV.= 18.9 c° rye•245 ryry. 1n S. INV.= 17.o ASPHALT L - J z4.5 r __ __ �3i ti �` , SEE DETAIL SHEET C-3 INV. i8.0 PAVEMENT - 4r �. .118.0 pe on tso r$`ryo12S• " ry� .30ISLAND MARKETER IM-3ao 2423.97 z2.o 24.8 FOOD/CONVENIENCE STORE 2sII II II .2,34 II y9 r 7g. pp F.F. ELEV= 24.4 STANDARD MITERED N 70 4 06 E i O9� o ^ END SECTION �O% RSA CONST. FDOT TYPE "C" INLET #1 �� - - $ 1 " s Li TOP = 21.3 a FDOT INDEX 272 (TYP.) ® 1.30 E. INV. = 18.0 INSTALL C.O. Z 40p 24.0 > W. INV. = 18.0 y 5 NO ' INSTALL C.O.% s o p ^ I+20.49 ry � Q123.5 QO� II ryry. ry� qT �� OF 50'1//6- PVC ® 2. MI INV.= 20.17 23 50 9 USF A/yp CONST. FDOT TYPE "C" 00 g O F 24. 24.00 INLET 2 -------------- µ - �- / ARF winr/ TOP = 21.8 �^ USE F.D.O.T. DETAILS a -�� y M N N s oo H - 2 � 'y,.. a � 2�t� N N N u� RCN /?/NG, 7$, a ,?9p W. INV. = 18.5 3 ON SHEET C-3 �m o o N o .t9.3 ® ST9e F S �v1 a 2 ° c2 ®m '0 N • .16 N. INV. = 19.0 OFRPAVEMENTCN10N a CONTRACTOR TO TAKE CAR CONCERNING 024� /</jAT�NgoF 06 ry 0 2415 ro ry�yy *'��B• 23'O° I II S.R. 70 R W, END O POTENTIAL CONFLICT WITH EXISTING 2" PVC rJ Ago ry / .,� ' h 4" PVC HOOKUP 0 2.0% MIN. (TYP.) I.n GAS MAIN. EXACT GAS MAIN DEPTH UNKNOWN CONCRETE CURB AT PROPERTY LINE N •19.3 1o8'f/15" R.C.P. 00.26% t f II, O N. \ O O O �. r„ b b 6 #v, . e<1 +1e.7 �/V�r+ -20.63N v N ry ry wj:Z I ------------ie.o ryry>�\c0 I \ JUNCTIONBOXOT TW/TYPE ISTRUCT RE TOP-1/2. x�2 f?�� 2�c'8 SEE CURB INLET DETAIL I 1�� II II II i BENCHMARK p x 1P O O SHEET C-3 (TYP.) SLOPE TO EXISTING GRAD o \\ o,�• RR SPIKE IN POWER POLE ELEV.=20.1' (INDEX NO. 200,201) I I� '4H:1 V MIN. SLOPE {-��� V ° �N E. INV. = 18.22 TOP = 23.4 - - - - FROM NEW PAVEMENT_-� 22.70 2330 `, W. INV, = 16.21 I --- -- --zi.----------- �Q7R� - -���-- -- - I 41 a -� -�-� I --err---- -- � �- II -----� _ ____ - - 3` FDOT MITERED = _ _ _ _ _ - _ - _ - c 6 _ _ _ 1a 6 = - - _ _= _- __ _ 19 0 -� - - - - II x ` - - �' _ _ - _-------- EXISTING 2 GAS MAIN na r END SECTION 22.60 27„90 22.60 18,5 16.5 r� 16• - - _ •16.4 _ - ` FOOT INDEX 273 - T - - t \ INV.=, 16.4 •18.4 B 90'f/24" R.C.P. ®0.1% B 12" WATER MA04 (BY OTHERS) I / y � INSTALL 48't/24" STEEL SLEEVE - (PLUGGED) PER FPUA STANDARDS ryLy ryry' ryti5 REMOVE EXISTING PIPES AND MODIfjY EXISTING SWALE FOR WATER MAIN (BY OTHERS) - - - \ - - - - - ENGINEER WILL SET INVERTS AT COMMENCEMENT OF PAVED SHOULDER CONSTRUCTION. �O r - - - ryry' ry a INSTALL 4" WHITE EDGE LINE EXISTING EDGE OF PAVEMENT ----_ --_ = 10.z o r ra Y °T`� o EXISTING SANITARY R3 l 51R� C� ti� II o I •21.65 FORCE MAIN O v O • 0 \ z . .9 TANGENT .21.75 FDOT TYPE "D" INLET .. JI (INSTALL EXTENSION LINE PER F.D.O.T. INDEX 17346) 24" WHITE STOP BAR WESTBOUND LANE TOP= 20.50 - _ STATE ROAD NO• '70 EXISTING 4' SHOULDER (20LF) N. INV. -fi5 W. INV. = 16.5' h 4 E. INV.= 18.7 I� (OIiEE CHORES ROAD) WESTBOUND LANE z1.37', . i.1 zt EAST INV. IS THE BOTTOM ) st E v iz1 OF A 2.0' WIDE SLOT II T a „ ,�1 1 x •'"' s EXISTING GRASS MEDIAN , > IT. �x, y' } r. I Ott x 1 PRE-CONSTRU( NO.1 REVISION REVISIONS 10-15-90 LNIILI Lill ��L11iL�JLrW DATE I BYI NO. I REVISION JDATE I BYJ Building client relationships since 1967 DESIGNED BY GBB DATE 4-12-90 DRAWN BY Kimley-Horn and Associates, Inc. DATES ,° CHECKED BY � DGA ." BEINDORF DIVISION ' -20 JWY x . R 3885, 20th Street, Vero Beach, Florida 32960 ©1990 FIELD BOOK NO. P. Tel, (407)562-7981 DWG. NAME 253/255 XC-PGDP.DWG EXISTING PAVEMENT TO BE REMOVED NOTE: CHEVRON "SEDIMENTATION h EROSION CONTROL" THE CONTRACTOR SHALL SOD AND/OR SEED AND MULCH ALL DISTURBED AREAS IMMEDIATELY FOLLOWING CONSTRUCTION TO EFFECTIVELY MINIMIZE AND CONTROL EROSION. SEDIMENT PROTECTION MEASURES, INCLUDING SCREENS SHALL BE IMPLEMENTED IF REQUIRED. CHEVRON ST. ,LUCIE CROSSROADS PAVING, GRADING, AND DRAINAGE PLAN 30080.01 IEET C 2 - OF 14 mom 6 \ k1 /� > INSTALL 2 10'x7 RECLAIMING TANKS •"' I / BOTTOM-15.73 C TANK 1 2B7.B, 234 TANK 2 287.8. 24°. INSTALL WYE INSTALL 52't a SCH INV.-20.56 40 PVC • 1.75% SLOPE 287.8, 221.1 (INSTALL II ,, C.O. \ fF= - - - - �\ II L VI I/ yyfl CONCRETE CURB AIR V2232 0INSTALL WYE INV.-2-0.58` 284.9, 201.INV-19.TALL C.O.°-22.35 10 - - - - - 1 / .� �� P1" h K r� �" M,A,;;•uur su4 00001* INSTALL 41 4 SCH 40 PVC . 15 SLOPE / w -- -- BY FPUA / A82 AND WATER LINE INSTALL TRANSITIN MANHOLE (350.7, 410.9) STUB UP LOCATION TOP-19.95 1 xi SEE SHEET N-12 * E. INV.-12.94a�S�,+L`", v = FOR DETAIL S. INV-17.20 \ \ Y", � z (✓ NV.-20.31 4' N. INV.-15.80 , (326.6, 387.9) # DROP MANHOLEw�.°•"�' _ _ _ _ _ CONNECTION_ - _ _ ' 1L� AIR/WATER UNIT v ` 1 DETAIL ON SHEET M 12 \ �� VAC AI�I TWATER OT VAC I \ 11 11 - - - - - - - - INSTALL 56't 4" SCH II 40 PVC ®1.99. SLOPE 1 \ 11 7 INSTALL 225' BEND II 1 1 Nc INV.- 20.60 375. 309.1 375.1 INSTALL 11't 4 SCH II 40 PVC • 0.715 SLOPE I a INSTALL WYE INSTALL€ ` 1 k '; INV.-18.32 293.2 411.2 INV.-18.2@ INSTALL C.O. II 293.2 41.2 OV. -22.69 N-18.34 285.6. 403.2 - II I II I �� „• INSTALL 3/4" _ �I / Xf COPPER WATER LINE // l- nn mn iaa.o awa - � x imam= OPEN ON n----- °UNE %= - LEGEND `�INV.-19.70 INSTALL C.O. INV.-21.34 INSTALL 3/4• // \ I AREA INSTALL C.O. TOP-23.72 OV AND BOX // INSTALL CO. TOP-24.50 INV.=20.28 187.2 375.1 T0P-24,50 W 11 INV.20.29 (19B.8, 327.0) INSTALL C.D. / INV.-19.28 \ Z 194.5, 328.8 TOP-24.50 INV.-19.5 202.5,.411.2 I \ I II ® PROPOSED 2'x2' HOSE BOX W/GATE VALVE J 11 I INSTALL WYE INV.-19.93 • .. 11 INSTALL 3/4• GV I 198.8, 331.4) (194.5, 362.5) Z AND 3/4" NOSE BIB _ iHvm 9.3 \ � II II • PROPOSED GATE VALVE W BOX O 1\ IN BOX 198.6 4 2.4 / Q 177.5, 321,3 1 _ _ _ II II V) 11 aINSTALL WYE 40 PVC 01% SLOPE PROPOSED WATER LINE 196.6, 365.3) INSTALL TEE NSTAu 3/4' ISLAND MARKETER "IM-3" LEFT wv.- 21.57 II II II PROPOSED SEWER LINE F II COPPER WATER LINE I I I FOOD CONVENIENCE STORE 180.3 375.1 II .. O II I 1-1/Y TO 3/4• REDUCER (182.3, 375.1) INSTALL 7t 4 SCH 40 PVC O Ix SLOPE II II PROPOSED AIR LINE Z II INSTALL 20'43 BEND I INSTALL GV AND BOX r ) INV.- 21.45 I I SEE BLD. PLANS 180.3, 373.7) INSTALL WYE tyl / 182 321.3 L�.> 2-WAY -- 177.7.380.21 I II I1C��I1 EXISTING OFFSITE WATER VALVE TOP 24.25 C.O. II II I I� / 177.7. .75 �( INSTALL WATER WATER IN TALL C.O. - - - - - - - 177.7. 373.8 COPPER WATER LINE TOP-2A25 II - - EXISTING GAS LINE LINE INV5.6 37 x INSTALL TEE INV.-21.57 175.E 378.1 / ALL GV (1823, 3720) NV.- 2375 Q I - - - - - EXISTING WATER LINE / I INSTALL 3/4• TALL 1823 375.1 I Y ul4 COPPER WATER LINE I COPP R WATEINS 1-1 R LINE I� EXISTING GAS VALVE f ASPHALT I 1-1/2" TO 3/4• REDUCER (1623, 373.0) ---------------------_. �° C� C� ° � INSTALL 45'BEND PAVEMENT INV.- 21.5 EXISTING SEWER MAIN -----------=�-�._ 150.7 375.1 // II INSTALL 1-1/2" INSTALL TEE e PROPOSED SEWER MAIN INSTALLED BY FPUA COPPER WATER LINE INV.- 303. // O 131.1 383.2 -INSTALL GV (129.0, 381.0) 1-1/z• To 3/4• REouOER (130, 3820) PROPOSED WATER LINE INSTALLED BY FPUA INSTALL 45' BEND - - - - r II INV.- 8. 20.00 `J .. EXISTING SEWER VALVE 128.0 308.8 INSTALL 1' INSTALL 22.5' BEND 1-1/2• WATER METER I . INV,- 20.11 INSTALLED BY FPUA COPPER WA1ER LINE 128.0 375.E / 9oroo' CONCRETE CUR 115.5 389.4) I (zoo, 300) STATION LINE OFFSET VALUES (NORTH, EAST) ��-____________-_--� INV.-19.80 ' �� // /� •� I I I I II ❑ EXISTING WATER VALVE BOX EAST STATION LINE 3/4• WATER METERFOR i II 100 J NSTARLLEDABYNFPUAY - \ II -/- - - - - - - - - - 100 I - - - - - - 300 - - - - - - ( 4 500 I DID{ (SEE SHEET C-3) DD gig v s` \ 5=• g 1 a ?f WATER SERVICE BY�F.P.U.A. e x INSTALL 48'f " ,Y ,, PROPOSED WATER MAIN BY OTHERS I _ /24 STEEL SLEEVE. ^ x��b, .1� -- 'k;l. �" �'M "^t ��» � s>�q a f •{yP �, <gc Z .e n a �', 1 'r'., «n. ° a �y� a Y y �y Y L ... 5 3 ... .P L ,. a.-, . W5. Y . ., ,.. S - ,Y`. .:... i. w... •. ... 1 . r.. _..x `'A. ., r '. ,�+ dp•.. ,. >...:. Jk k 1 1 PRE -CONSTRUCTION MEETING REVISIONS NONO1REVISIONIDATEIBYINOIREVISION�DATEIBY�DATEIBY ft r.rd Ki�mleyHorn Building client relationships since 1967 DESIGNED BY GBB DRAWN BY WES, MJA / DCA CHECKED BY JWY Kimley-Horn and Associates, Inc. BEINDORF DIVISION 3885, 20th Street, Vero Beach, Florida 32960 Tel. (407)562-7981 3-19-90 :ALE 1"=20' © 1990 VG. NAME XC-UP.DWG CHEVRON ST. LUCIE CROSSROADS UTILITY PLAN 30080.01 iEET C=4 OF 14 5 ^' x • ��=,aa µl r , -d, fry', � h. S yo _. ...,... i. 6.. 0..... ,. ,. °A , ,, a _. >.a.-;. .,. .,...k 1, t, ., .. „ t° ... .... 6, >+., ft. .. ..;,, k. .., , V . ,.n it sq;f .•. s ...f . k 3... .,i... ." i ..tl. r. :: '.,�.. J Mil =A' y,... r.. , . ,... ""y�'.x .,w ,'v;. v .. ...a.: , '�� ,9. , .... i' ♦ 4 ",�' E. , .. Y x , f, 4,. 11, 'xu1. s..:, .. i :: ,.r...., a ,�.;' �' fi �_; .,; .,. `r. �•' �i:" R S ..: • ..... ,.,'. � , .. .:. :'.. , l ..... . : ...�. :.. r 3 . v n. ,'. Y ti , al:al•.,p u [, r Fa . Y .Y :._.+, ..., , _.. . . ,... ,,.. 1' ... '_.. .. . '. S. , . .. , .. r . . d . r4 I c :: .r, .. .. . . .. • , ,"m e> ,la,-. ,e`.,T .1 %. tY. ..A, .. Ay.. J..... ........ A �T v 3. .. 'i' 'm n . y , ,N ., .:... . , 3,. Ya� , .. 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Fq a, A v iMs a Y,4 A r 000000 PACE — r— IR�WA7ER Q� VAC _ IF ' 1 1 I }c 3 1 1 1 \ II 11 IF a "Sf r I I � I I I I I �-- Imo; ------ :r-- .-- r—I---------=1-- ���-- I— I ( I I ISLAND MARKETER "IM-3" FOOD/CONVENIENCE STORE I I I I I I I I II I I L_® � ---�J II I— I II II I I I II I I I II II I I Imo^ -------- :r-J I� f �- ------ I -I II ---------------) DATE IBYI NO.REVISION DATE ( BY Building client relationships since 1967 FT :GEND WMR ROPOSED 2'x2' HOSE BOX W/GATE VALVE ROPOSED GATE VALVE W/BOX ROPOSED WATER LINE ROPOSED SEWER LINE ROPOSED AIR LINE CSTING OFFSITE WATER VALVE {ISTING GAS LINE (ISTING WATER LINE ;ISTING GAS VALVE ]STING SEWER MAIN 'OPOSED SEWER MAIN INSTALLED BY FPUA OPOSED WATER LINE INSTALLED BY FPUA OPOSED PRODUCT PIPING LINE OPOSED PRODUCT PIPING VENT LINE EXISTING SEWER VALVE ❑ EXISTING WATER VALVE BOX NOTE: THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY TO SHOW AREAS WHERE PIPES WILL BE CROSSING EACH 'OTH SEE OTHER SHEETS FOR DETAILS ON EACH SPECIFIC ' UTILITY, PRODUCT PIPING, OR DRAINAGE PLAN. �; yx Kimiey-horn ana Associates, inc. $= ,; " % BEINDORF DIVISION " 3885, 20th Street, Vero Beach, Florida 32960 Tel. (407)562-7981 ,TE 3_ 19-90 'ALE 1"=20' © 1990 (G. NAME XC—UO. D WG CHEVRON ST, LUCIE CROSSROADS UTILITIES OVERVIEW 30080.01 SHEET CM7 Pry OF 14