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HomeMy WebLinkAboutChevron Revisions 53035PARCEL 1 �4.g k"y 3�•.gk �..5 , 1 .xKt a� 5 . A rx --__—_---_---I�� yF'+%if // \ I , A W�apf g 5.,. kr Y I vY; T Y t is4 : r 71',. .. � .. .. � a.,V... „e ...'....j.. ,,.a S.. .......: .r ...a. .'.. vM} �...n :•y:.., :,e.. .:i: .. ... i.. .... ' � r r. ,�: ,.a '1 :rvS.a�c., , h ._ '�� L, r nrr -, „ �: r ..I. . ..,., .i , �, , g, t..,..,.. ... sm r <. ,, .. ..'.,♦ a .: �,. r rh o,n.a ,:`:'n.ar.ax' A n R......_.M,.p i1 x, ♦y.a, .,..'..... .a...' . ..A .. a n GBB Kimley-Horn and Associates, Incu SCALE DRAWN BY WES, MJA / DCA 1"-20' ST LUCIE CROSSROADS CHECKED BY BEINDORF DIVISION 3885, 20th Street, Vero Beach, Florida 32960 ©E PRODUCT PIPING PLAN FIELD BOOK NO. f P. Tel. (407)562-7981 DWG. NAME N0 R VISION DATE BY N0. REVISION DATE BY Building client relationships since 1967 253/255 XC-PP.DWG l C=6 OF 14 a S i� Wn'4 c.i CONSTRUCTION MEETING 7o-75-90 w NO.1 REVISION JDATE I BYI NO.1 REVISION DATE BY Building client relationships since 1967 O II = EXISTING SEWER MAIffljm PROPOSED SEWER MAIN INSTALLED BY FPUA - PROPOSED WATER LINE INSTALLED BY FPUA I PROPOSED PRODUCT PIPING LINE II - - - - - - PROPOSED PRODUCT PIPING VENT LINE U x , LL , �- EXISTING SEWER VALVE `t II ❑ EXISTING WATER VALVE BOX , BY GBB -"'� 3-19-90 CHEVRON Kimley-Horn and Associates, Inc. SCALE 30080.01 was, MJA DGA BEINDORF DIVISION ' -2° ST. LUCIE CROSSROADS SHEET C 7 , 3Y o 3885, 20th StreetVero Beach, Florida 32960 c 1990 My DWG. NAME UTILITIES OVERVIEW of 14 K NG253/25 n A3v \ PARCEL 4 \\ R35.00' 85.82' , 56.74 0 \\ 62.56' \ 120.56' 1 _ R=18.0' -52.13' \\ S 70004'06" W _ 297.30' 0 3.53' 35.7' ` \\ R=15.0' 35.7' 0 0 R20.00' 0 40"x8O" TELEPHONE GONG. SLAB o; TE-2 TRASH o N \ R=10.0' R=10.0' ENCLOSURE a 35.7' hy� SEE SHEET M-5 R1-1 R=2.5' n R=2.5' 20 10 0 20 40 0� R=5.0' 'Q N , I O 09P20��L21.CO' 47.38' " w. o CONCRETE CURB 44.00'0 cP 11 Nt ° CONC. SLAB 20.00' 20.00' SCALE RI FEET 1' CHAMFER (TYP11r.) LJ V A \\ o / R5.00' 35.00�L ' i 2.88' 9.01 Lu 48.65' o n f o R35.00' -- o -- -- -- _ a w TRASH ENCL. --- 82.9 ~ o EAST N 10x63 CONC. SLAB TRASH ENCL, Z _. 209.47' ��n (\� 75 21' R45.o0' 1 1 / -ENCL.-- WEST TRASH ENCLOSURE 0) 2 RECLAIMER TANKS FOR CAR WASH 1' CHAMFER (TYP.) o > ui o SEE DETAIL FOR DIMENSIONS N 1 Q T p oz °d Ln OF CAR WASH ON SHEETS 39.00' ,� \ y o now Q z 0 <° n C-5 AND M-4 /f _ \�(, m 0 m N n- o0 U �t 42 6$ I J (TYP.) u `v a v) 0' I w �Y 18.00, R35.00' 11 I CAR WASH .^o-O L_ - J DISABLED PERMIT ONLY SIGN (FTO-25) WEST a 3 12,000 GALLON UNDERGROUND T CANOPY d COtJC. S AB {' CHAMFEp (TYP.) GA ,,,���---OOO 6 94.0T 5.00' N / A GASOLINE STORAGE TANKS �j' I N I p = 15'16'18� �I II _----_--__ __.T -- .- ---- .-----219------- N o WEST W o - L ` - SEE SHEETS M-6 THRU M-11 R4.00' 19 95 N 0 - a soo' -7 o�- 0 zso' •. /. _ �L ° T = 90 540 I CAR WASH-- - CARSWASH --T7/---- II 94.07' ` - ` -` ` 4.63' I L = 179.91 I EAST - _ _ .o _ _ _ T j 130.79' �� 0 ` R12.00' 1 I IM-3 I I can - - - \ END CURB AT PROP. LINE (TYP.) n n 37.73' \ 00 0 223 33' - - - o _.-- - - o YN ,e E, �Y • 2' CHAMFER(TYP) N a a r /N IM-3 50.00, O 0 / J I N o y o I n= EAST N O CANOPY N! O , CANOPY SUPPORTSTP6PENSER CANOPY a I ^7VENT RISER . �/ 42910 (TYP),SEEDISP SHEER MIT180FORTDETAILS I , 62.05' < 001 N J SEE SHEET M-7. CANOPY35' ID PRICE SIGN 5 /102.71 (TYP.)I % SIGN 010 EAST W o o CONCRETE SLAB f / R1-1 WEST ¢ 160.00' SIGI1 EAST OPEN/RETENTION $,-rt_ ; / R3-5(R) I II II - -- -- --_ 256.DD_-- - q.DTSIGI, SOUTHto - to AREA f J I �o GREASE TRAP o0 of mo II STATE ROAD NO. 70 PARCEL 1 •Oil i" a N / ° R20.00' l I II (ONEIECHOBEE ROAD) 5 as o IJ,ro o� �t I I q II II 25 Op ASPHALT cn Q r L- J r 7 y� PAVEMENT N a 2.06 R35.00 I� _B_Ul LVD1N Q SET SACK DETAIL II II R=S.O' v f'/ I ISLAND MARKETER IM-3" T I R=5.0' 566' N FOOD/CONVEMENCE STORE ,o.00' i 23.97 II 400 I 3.00' � N 700406 E I � II II LEGEND t 43.10' 24.29' < n 006 110.18' - -- -- - II 0 R35.00' O NOTE: FOR IM-3 AND CW-1(MOD.) 0 N ySC BUILDING FOUNDATION, I O I O II EXISTING PAVEMENT TO BE REMOVED � Q' 1n DETAILS, AND DIMENSIONS, ^ J' II a DSEE STEEL RAWINGS. FABRICATORS j! I'" ro a• .I o of I O I II 1.00 f !� I / '� 0000 R35.00 , - �- CONCRETE SLAB / � 73.50' ^ / /, 21 58 st.s2' I O I ® SIGNAL CONTROL BOX 0 O I� I I I SEWER VALVE ^ CONCRETE CURB 58,25' 0 0 0 in Irn z' Q CONC. UTILITY POLE /16.000' m ,ci 19.57' III o Z i Q WOOD UTILITY POLE - - - - - - - - - - m 0 233.94' N I 3II ❑ WATER VALVE BOX o �J all x WATER VALVE R25.00'--�---- I UTILITY POLE ANCHOR ----- o - -� -" E I -------_ � - _ 60.00' � � 2" GAS LINE II ?" r37 _ - -_- -_- - - - - - - - O - - - - - - - - - - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --•.- - - - - - - __ ___ ___ o __ - y _ _ _ - N - - - - - - -Z ��-� - = \ 'a II -- PROPERTY LINE \ _H------ ---=-_� �_------=_ts.o0, 41.L 1 �� I 3.os'EXISTING STRUCTURES/FACILITIES 43I o 12(1 WATERMAIN (BY OTHERS) C-78 ID/PRICE/2-ANCILLLARY SIGN32.30' 16.00' / EXISTING 2" gAS MAIN = 1SEE SHEET M-14 FOR DETAIL _12"PVCWATER MAIN-R35.00' 0 R35.00' i--- EXISTING EDGE OF PAVEMENTINSTALL 4" WHITE EDGE LINE ? // O R1_1\ o ti EXISTING 4• SHOULDER - / 10 _ ©5 [STORAGE ® 180.00' * CLEAN AND SOD IS TO BE PLACED IN AREA WHERE PAVEMENT (INSTALL EXTENSION LINE PER F.D.O.T. INDEX 17346) TANGENT S TO BEE REMOVED AND NO FUTURE PAVING IS PLANNED ® [20LF] WESTBOUND LANE ^? - JI 4 1 S TA TE ROAD O A�j �. T D O. 70 \ \ 1 r/ o WESTBOUND LANE I! (OKEEGHOBEE ROAD) �31 � R6-1(R)- I EXISTING GRASS MEDIAN \ PRE -CONSTRUCTION MEETING REVISIONS 10-15-90 WES DESIGNED BY GBB KDATE 4-12-90 CHEVRON PRO,ECT NO. imley-Horn and ASSOCIates1 Inc. SCALE 30080.01 DRAWN BY WS-DCA BEINDORF DIVISION 1"-_ 20 ST• LUCIE CROSSROADS SHEET- C-1 CHECKED BY JWY 3885, 20th Street, Vero Beach, Florida 32960 ©1990 DIMENSIONAL FIELD BOOK No. P. (407)562-7981 DWG. NAME SITE PLAN Or 14 NO. REVISION DATE BY NO. REVISION DATE BY Building client relationships since 1967 253/255 Tel• XC-DP.DWG •19.7 a., r rw .a r. `k;' N NOIE, AFTER CLEARING AND GRUBBING HAS BEEN PROPERLY COMPLETED, SELECT CLEAN FILL (FREE FROM ROOTS AND OTHER DELETERIOUS MATERIALS AND APPROVED) BY THE CHEVRON FIELD REPRESENTATIVE) SHALL BE PLACED IN 1' LIFTS AND COMPACTED TO A 98% MODIFIED PROCTOR DENSITY BEFORE THE NEXT LIFT IS PLACED. " a F • O • " i OO Is •- LO �,+"v � � C• "nre" ' Lv SLOPE TO EXISTING GRADE 'n I w 4H 1V MIN. SLOPE �I m FROM TOP OF BERM N in •19.1 USE F.D.O.T. DETAILS ON SHEET C-3 FOR CONSTRUCTION OF PAVEMENT IN S.R. 70 R/W, END AT PROPERTY LINE SLOPE TO EXISTING CONS FROM OP OF SLOPE GRADE INLET FDOT TYPE "C" INLET # 3 •20.51 TOP = 21.3---------------�� \ E. INV. = 18.0 W. INV. = 18.0 \ \ oo--� o \� \ *r O lTIs 297.30 2-� --- �j xa 20.5 -- z • 5' BERM 20.5 ry h ryp� 221 22.3 Q r20.00 INV.=14.90 �) / REMOVE EXISTING CATCH BASIN TOP �p� ^9p 24: yp ITE STOP BAR ^ AND REPLACE WITH MANHOLE COVER I 11 _ �c'\ _ TO MEET APPLICABLE FOOT STANDARDS wcl IunFY 7n1 CAR WASH COIN/ACCESS `� I GASouNt STORAGE TANKS + e 4 BOX SLAB TO BE 2'x2' 1 3p 0 fZ = 675.00 r' SQUARE AND 24" DEEPA' I _ o 3 22.70 N .24.o T = 90.54 II WITH NO REINFORCING �. J rn, ry°" tr 23.2 .8 r AND EQUIVALENT GRADE / I' O� 23 g0 /� L = 179.91 II 3:1 TO BE TOP OF CURB. T v \ 1 ' I �''--e, eo � � 0 0 2 v p - - �✓o rl'S y "`�. c1� o n O `• rr r19.o n 1 CONTROL JOINTS (TYP.) CONTRACTOR SUBMIT SHOP DRAWINGS / SEE DETAIL SHEET C-3 ON STRIP DRAININ TO ENGINEER FOR APPROVAL / PRIOR TO INSTALLATION. DRAIN CONNECTION p NOTE: FOR CONCRETE AND JOINT TO 6" PVC PIPE AND PIPE END GUARD TO �0' f 22.30SHEET DETAILS OF SLAB UNDER o BE CONSTRUCTED PER FDOT INDEX 280. 22.8 _ �r AND DETAIL SHEET CM3.119. OPEN/RETENTION 30,®O62%}C ? e30 FOR IM-3 BUILDING4AND CANOPY FOUNDATIONS, AREA ( DETAILS, AND DIMENSIONS, S SEE STEEL FABRICATORS MODIFIED FDOT TYPE "C" INLET TOP = 20.5 N. INV.= 18.9 21.80 22 ,/,J DRAWINGS. oo. S. INV.= 17.0 INV. 18.0 SEE DETAIL SHEET C-3 C� ASPHALT i1pr�18 o PAVEMENT p o °j 2t.50 �P 22.0 y� �6 STANDARD MITERED /S" o p o ^ END SECTION .Q$ RQA ONST. FDOT TYPE "C" INLET pt 22.0 � TOP = 21.3 � a FDOT INDEX 272 (TYP.) ® 1.30 E. INV. = 18.0 W. INV. = 18.0 ryry i e Ho ryry. rye. q r �' r eN0$ op US 8g� j/ F CgRF � /N NIq NN wcn RCN OR/,yG?$. O® S0 °e211g0Fa 0'CONTRACTOR TO TAKE CAR CONCERNING POTENTIAL CONFLICT WITH EXISTING 2" PVC 1 24.00 20 .0 •N - A• 24.00 2 n 47'3/6' PVC ■ 20x !. o INSTALL' I; TOP/zz 2 . -/ oo ryp / 2 .00 O�. ryp. N 0 'P •3T 6PYC • 24px MIN o ,✓ INSTALL C.O. TOP = 24.1 0 �� S / f 1R tirykh Aft, ISLAND MARKETER IM-3" FOOD/CONVENIENCE STORE F.F. ELEV.= 24.4 , - - $ - - $ - - q INSTALL C.O. ? INSTALL C.O / TOP 7 24.1./ 50'±�/6" PVC 0 2. MI . 24• 24.0 ems-e • Nei q2o ?A . ry o 24. 5 rye. 3 90 N I r i ?$ 0 II INV.= 20.49 PUMP BASE ry ryp' •20.29 ELEV. = 24.30 I :R (TYP.) 6p 24" WHITE STOP BAR I II II 3 90 ryryti �� p II INV.= 21.12 N N ryry. INSTALL C.O. TOP = 24.0 ry 20 II p GREASE TRAP II II O� RIM ELEV.=24.00 % 0 24.00 •20.54 L - , 24.5 II 2q 9.0 2RS 0 e 24.30is5° 7.4.8 23.97' n r n1.34 II N 70 4 06 E 23.50 ?q p 24.0 O I.20.49 INV.= 20.17 23.00 CO CONST. FDOT TYPE "C" 23.5 INLET #2 TOP V1 2 V. = 8.5 .18. N. INV. = 19.0 O 22.so d. I II + o" CO 23.0 un I a 10 GAS MAIN. EXACT GAS MAIN DEPTH UNKNOWN CONCRETE CURB 4" PVC HOOKUP 0 2.0% MIN. (TYP.) N Itf) I I II �47 .19.3 108't/15" R.C.P. 0 0.26% Ion I v �• � bo �o �o �h s� �. D •- II r19.0 t,2� N N ryry�� ryry�� ry�n3\ U r1,�,y'�3 V1�0�1 •18.7 Z i •20.63 .. - - - - - - - - - - - _ CONST. FDOT TYPE "P" ALTERNATE "A" 3-1/2" ' 'p 2 I '5 I \ BENCHMARK JUNCTION BOX W/TYPE I STRUCTURE TOP 'x 2 'x �0 2�?gyp SEE CURB INLET DETAIL I oo u SLOPE TO EXISTING GRAD \ 10. 0 2 J 0 SHEET C-3 TYP. RR SPIKE IN POWER POLE ELEV.=20.1' (INDEX N0. 200,201) ( )FROM NEW PAVEMENT 4H:1V MIN. SLOPE\ 22.70 23.30 NN E. INV. = 18.22 TOP = 23.4 - - - 1 II U/M- W. INV. = 18.21 - ----------------- ---- N --4 -� - - .00 ---------_--------- _ __ - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U8.5- FDOT MITERED = _ _ _ - _ _ _ _ _� 16 - - - - _ \ - - T - - - 19 0 '.1ss� - - - - - - s ] � EXISTING 2" GAS MAIN END SECTION 22.60 90 22.60 - - - - - 22. 18.5 FOOT INDEX 273 _ - r1s.4e - - - - - - - - INV.= 16.4 90't/24" R.C.P. ®0.1% - 0.e2 ` .16.4 B B 12" WATER MA{(J (BY OTHERS) / 9 9� " INSTALL 48'f/24" STEEL SLEEVE 0 0p� 0 / I •21.35 (PLUGGED) PER FPUA STANDARDS - - o FOR WATER MAIN (BY OTHERS) / REMOVE EXISTING PIPES AND MODIFY EXISTING SWALE _ ENGINEER WILL SET INVERTS / AT COMMENCEMENT OF _ - - - - - - _ - - CONSTRUCTION. PAVED SHOULDER ry�p - - - - - - -� EXISTING EDGE OF PAVEMENT INSTALL 4 WHITE \� E . -r-r7 ry " EDGE LINE 2 50 T7/ EXISTING SANITARY R1'1`' 1U FORCE MAIN R3-5(R)�_ p 0 x II r21.75 • •B •22.19 WESTBOUND LANE FOOT TYPE "D" INLET EXISTING 4' SHOULDER 24" WHITE STOP BAR TOP= 20.50 -7i-' [20LF] N. INV. = 19 5 1 -W. INV. = 16.5 II E. INV.= 18.7 WESTBOUND LANE EAST INV. IS THE BOTTOM OF A 2.0' WIDE SLOT II •2] na NO.1 REVISION I DATE I BYI NO.I REVISION .2z.n a�j (INSTALL EXTENSION LINE PER F.D.O.T. INDEX 17346) STATE ROAD NO. 70 - 2137 (OKEE CHODEE ROAD) 21.56 EXISTING GRASS MEDIAN Kiml�y■Horn DATE I BY 1 Building client relationships since 1967 c, EXISTING PAVEMENT TO BE REMOVED ti \ ' r21.65 NOTE: CHEVRON "SEDIMENTATION k EROSION CONTROL" THE CONTRACTOR SHALL SOD AND/OR SEED AND MULCH ALL DISTURBED AREAS IMMEDIATELY FOLLOWING CONSTRUCTION TO EFFECTIVELY MINIMIZE AND CONTROL EROSION. SEDIMENT TANGENT PROTECTION MEASURES, INCLUDING SCREENS SHALL BE \ IMPLEMENTED IF REQUIRED. 0 i O .2TE9- y GBB Kimley-Horn and Associates, Inc. -DCA BEINDORF DIVISION NGJWY P. 3885, 20th Street, Vero Beach, Florida 32960 253/255 Tel. (407)562-7981 4-12-90 ,ALE 1"=20' © 1990 VG. NAME XC-PGDP.DWG CHEVRON ST. LUCIE CROSSROADS PAVING, GRADING, AND DRAINAGE PLAN 30080.01 MET ^ 2 OF 14 ` w 11 I INv.-20.2e (19d6, 327.0) TOP-19.93 INv.-1e.2e r �\'` PROPOSED Z'x2' HOSE BOX W/GATE VALVE �,aykY _Z 11 I 194.5, 328.8 INV.-24.5* INV. 19.5 202.5. 411.2 .. 200 J 1, INSTALL 3/4" GV u198.8, 3STALL 37 �) (194.5. 362.5) \ 3 ". Z AND 3/4" HOSE BIB INSTALL WYE \ I q II i I t O 11 IN 2'z2' HOSE _ / a INV.-19.37 / • PROPOSED GATE VALVE W BOX STORAGE BOX 198.6 402.4 \ +, s; Q 1 177.5. 321.3 I _ - 1 _ II INSTALL 45'f 4' SCH II PROPOSED WATER LINE („` ( (n I INSTALL WYE 40 PVC O 1% SLOPE II 1 198.6, 365.3) INSTALL TEE YI �. F = INSTALL 3/4' I I ISLAND MARKETER "IM-3" LEFT I INV.- 21.57 I II II PROPOSED SEWER LINE +w"' ~ II COPPER WATER LINE 1 180.3 375.1 I� ,k; 9 I FOOD CONVENIENCE STORE I - .� O II I I 1-1/2' TO 3/4' REDUCER (182.3. 375.1) IpS pyC 01X4SLSCH OPE Z I INSTALL 90' BEND I INSTALL GV AND BOX I PROPOSED AIR LINE r / INV.- 21.43 I I SEE BLD. PLANS 180.A 373.7 INSTALL WYE INSTALL 2-WAY C.O. II 177.7, 360.2) I pQ EXISTING OFFSITE WATER VALVE TOP=24.25 INV.-19.75 INSTALL 1-1/Y WAR INSTALL C.O. 177.7 37},g COPPER WATER LINE LINE TOP-24.25 O I - - - - - EXISTING GAS LINE / INV.-19.67 INSTALL TEE INV.-21.57 175.E 378.1 INSTALL GV (162.3, 372.0) INV.- 21.25 - 162.3 3.1 EXISTING WATER LINE 75- - - - INSTALL INSTALL 1-1 II EXISTING GAS VALVE / COPPER WATER LINE I COPPER WATER LINE II _____ ASPHALT 1-1/Y T03/4"REDUCER (162.3, 373.0) PAVEMENT � - - - - - - INSTALL 45' BEND I INV.- 21.5 EXISTING SEWER MAIN //-J---------_L--� 150.7 375.1 �ll NV. -TALL TEE zmm�PROPOSED SEWER MAIN INSTALLED BY FPUA INSTALL 1-1 /2' IN20.16 1 • // I` COPPER WATER LINE 131.1 383.2 - _ - INSTALL GV (129.0, 381.0) 1-1/2• TO 3/4• REDucER (130 3e2.o) PROPOSED WATER LINE INSTALLED BY FPUA // INSTALL 46' BEND - - - - - r II I - // Nv.= zO.00 `J I Da EXISTING SEWER VALVE 128.0 308.8 INSTALL 225' BEND 1-1/Y WATER PETER / / COPPER WATER LINE INV8. �.11 INSTALLED BY FPUA (200, 300) STATION LINE OFFSET VALUES (NORTH, EAST) eoroo' CONCRETE CUR 1ze.o 375.8)5.5 3694) I I - - - - - - - - - - - �� // --____-____-'� INV.-19.80 II II .. EAST STATION LINE /� WATER METER U II [I EXISTING WATER VALVE BOX / 100 //J FO4"IRRIGATION ONLY INSTALLED BY FPUA .. At I I - - - - - - - -/- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - -i -- - - - - - - - - - - - - - - - - - - - - - - - - - - 100 I. 200 300 4 (SEE SHEET C-3) �� DD 500 \ - WATER SERVICE \ INSTALL 48't/24" STEEL SLEEVE PROPOSED WATER MAIN BY OTHERS - \ BRICK AND MORTAR ENDS SHUT o PER FPUA STANDARDS \ - - EXISTING EDGE OF PAVEMENT _ - - - - - / II- - - - - - - - - - - - - - - - - - - - - - - - - ------------------- II SEE SHEET C-2 AND C-3 FOR PAYING AND DRAINAGE AJ 1 A i E ROAD NO. O. 70 0 II \ SEE SHEET C-5 FOR UTILITY DETAILS AND CAR WASH DETAIL SEE SHEET C-6 FOR PRODUCT PIPING PLAN II � (OKEE C�IOBEE ROAD) SEE SHEET C-7 FOR PIPING OVERVIEW II 31 I PRE -CONSTRUCTION MEETING REVISIONS 10-15-90 WES DESIGNED BY GBB / DATE DRAWN BY Kimley-Horn and Associates, Inca SCALE3-19-90 CHEVRON wEs, MJA / DCA BEINDORF DIVISION 1"-20' ST, LUCIE CROSSROADS CHECKED BY Jwy 3885 2Oth Street Vero Beach Florida 32960 ©1990 N0. REVISION s° DATE BY NO" REVISION DATE BY Buildingclient relationships since 1967 FIELD BOOK NO. P. z ' DWG. NAME UTILITY PLAN P 253/255 Tel. (407)562-7981 XC-UP.DWG k.. ♦ l � NM1rtx k 30080.01 IEET C-4 OF 14 s OF /- VAULT COVER ,.. ..,..�. ._ c rVVnUH I�^ry .r. < ,c,rV e , 4y F ka iI».: :'.r-k .•:.' _-: PH LT GRADE QP Q� 3 4" LINE TO EX . v SAFETY VALVE SE ANON -HARDENING COMP m .'_':.. • m q Np p0 SAND TRAP 1� O -DRAIN UNF_ TO PROJECT' AT 185 P.S.I. -' 4¢ >.. I ,ti • QJ k V-1-111„.� THROUGH BUILDING FOUNDATION , a +„ J _,,,---- Yc OPENINGS TO BE 45 ' • � rn Q p \ _ 13.61' INVERT ELEVATION - 20.65. PRESSURE GAUGE----�,� ✓-mil FROM FRONT OF RECEI, 1/2" EXPANSION JOINT' n '� pwil O' 50' i a N - SEE STEEL FABRICATER DRAWINGS ` �- `Z' 'v� AROUND SAND TRAP o ip 11.45' :> - `' 2" INSPECTION OPENINGS' a'a"GLOBE VALVE �„ > TRENCH DRAIN 5p _W ISEALAGIT FOR FOUNDAT ON DETAILS. COMPACTED 1" COPPER WATERLINE (UNDERGROUND) "� Yo" RISER AND GLOBE lh" GLOBE VALVES FlLL F TO RECLAIMER UNIT FOUNDATION OUTLINE. FOR DETAILS w VALVE. CRANE 212-P OR 1/2 DRAIN LINE ((UNDERGRO ND -SEE STEEL FABRICATORS DRAWINGS. W`,? LUNKENHEIMER FIG. 73-P. c MANIFOLD VALVES ,> z N VACUUM BREAKER 5.00' 2 1/2" COPPER AIR LINE TO WASH BAY }UND RGROU D.) INV=19.30 , MAKE ACCESSIBLE FROM TO BE CRANE J7 WITH: , g ~"• , � �• '•% < •' IN LINE HOSE BIB BY JOSAM INV=19.70 l AIR COMPRESSOR 0.625' �T FRONT OF RECEIVER. J f_ y6 DISCS. SIZE AS SHO GATE VALVE n 6 PLAN;n22 r FASTEN TO WALL OR OR EQUAL s L 51� V� .9 -�{ 0.725'TOP ELEVATION v " UR. STORAGE ROOM 75 2 F PIPE SUPPORT BRACKET. K z r 51fTO BE DETERMINED r,g + r �I ., BY CHEVRQN.th" DRAIN UNESEE FLOOR PLAN. BUILDING FEED LINE 22.90# PLANTER 2 9 SEE NOTE 1LI 5.50' r H" OPENING / ( ) AREA 6 ' " r-'h" CONCRETE ANCHOR OR .r �" ,, ,t ,,; ,+ ,,, r» 14" AIR TO CAR WASH E , .n •, w w # ''h ` v+ '„ EXPANSION BOLT ®ER. SUPPO.. o 0 I II a 3^ GI nna pRnh�i _r a IRRIGATION 38'c 4 o 0 5.00' O TOP=22.80 io in O M+ rt It" AIR TO OPTIONAL ® o a� PLANTER AREA n J SLEEVE '�" y '1n - N N acn r v�' AIR & WATER UNIT grn o INV-21.72 0 m g - z 3< w» I, go 0 N �b, o.� aa. `-, I. MAINTAIN 4YS" MINIMUM CLEARANCE BETWEEN BOTTOM OF TANK AND FLOOR GRAVEL (TYP.) _\\ a0 N - - - - - - - - - - - 90 BEND j• 3' _- 7: CHEVRON TO FURNISH AIR COMPRESSOR, AIR RECEIVER, 2 SAFETY VALVES (70p ;° y 8.72' x5 ",5AFETY VALVE ON INTERCOOLER BETWEEN FIRST AND SECOND STAGES OF K, lr „ kt ,",' 53.78' ;', i` COMPRESSOR , PRESSURE GAUGE, PRESSURE SWrTCH, CHECK VALVE AND BE Y' 22.31 22.25 ; <s��.-; NOTES:` 1. HOSE BOX SHOWN IS FOR ISLAND MARKETER. FOR CARWASH BUILDING, ) REPLACED WITH TEE AND BUILDING FEED LINE TO CONTINUE • `g�' °' " 22,61 22.75, SLOW DIRT OUT OF AIR SUPPLY LINES AND TESL' LINES BEFORE CONNECTING m -• 90' BEND TO BE WATER HOSE BOX AND GATE VA ) �' TO.THE CONTROL VALVES. INTO CARWASH. 1/2 COPPER AIR LINE aka sr' WATERLINE TO BE 2' BELOW THE TOP OF THE BOX. VERTICAL DEFLECTION CONCRETE CURB TO AIR/WATER UNIT , ' H-;,4 IR LINES SHOWN FROM MANIFOLD ARE TYPICAL. MANIFOLD AND PIPING ,.�;:_ REQUIRED BEFORE AND AFTER BOX TO AVOID BUILDING FOUNDATION. (UNDERGROUND) k 1" DOUBLE CHECK BACKFLOW PREYENTER IN BOX. - r^ , rntT, ', < '1• Y GENERAL CONTRACTOR. - 'r..h24>', NV=19.30 ' DOUBLE CHECK SHALL 8E HERSEY MODEL FDC �_� 2" SCH 40 PVC RECLAIMER LINE` EDGE OF CONCRETE .°` "T' ' , OR EQUAL, SEE BACKFLOW PREVENTOR DETAIL (UNDERGROUND) _ INV=19.40 _ , M. a HOSE B O X DETAIL RECLAIMER BY OTHERS CAR � A I A� H FLAN V I C W BUILDING FOUNDATION �" v : �I �/ (� LINE. TYP. , , I 'TI 0 N ` NTS AIR COMP. INSTALLA Ip a " 1 i i r a �» � ", , " ,,. " _. , v `� , .... ;, as ,• . . , > � ,_ N.T.S. I c ,_ .... PLUMBING NOTES � z ,, I SHOWN ONLY TO ILLUSTRATE NOTE. .AIR COMPRESSOR UNIT S WN 0 L LL ` „ 3 W NCR TE SLAB. +•;: ?, h MANNER IN WHICH AIR LINE PENETRATES SLAB. i4'`w, ,a �.,,, •„, 1. NO JOINTS IN COPPER PIPING BE 1 RECLAIMER,. �F • ,,. NSTAL A POLYETHYLENE INSULATING „.� R,- I L ,.: a a � '� °" , :. DOUBLE CHECK BACKFLOW : 5�, , i .... Il ..6.:.a§,h ,FI, . ,..! .... ,Ml.. {+. < Y. r„4t fP .v.,,4 .. .^ y.:ry• I 0 CTS THROUGH } ",. -' �'� a. �, ., 4; e , , ., ,; , . , .,.•- COPPER LINES WHERE PIP NG PR JE ft.._ a ., R V NTOR. HERSHEY v.. <. ¢.e ,.....,,.:,r , ,;� -: , , .,. 't.#"4 .._., .,.. ,. ?'$v' ....- . 3�-. P E E ...4.a ,... r r',x.,. , . „ -: a`. , :kP. , -., .,,. ,..,. , ,,.. ..'a . ...,. ....L t,' , .asT°. , r'.' .: r= swl. • a. "OTHERS. + 1 s ' # „ >.� ,, , CONCRETE FLOOR SLAB. , a,. , � PLANTER AREA MODEL FOG OR EQUAL. ,,a a. >:. " ,,:, : s.,, d " ,'- .e.:r. # <:f ,." , ,r";a , ;. t: "`, rsr: UNIONS ., •,.:.. ;:., ,- r ,.,.,..: ,. `....., THREADED FERRULE. COUNTER SUNK ...,. 3 O s a . .,. <,af,,,, .,•. µ I A OR N... .a R .. <... ,... s,.. ",. VAULT COVER � = �� .•,k ,. ,.,,, 3. ALL PLUMBING SHALL BE INSTALLED N CC DA CE II ,. x•' _ ,,, . rF, �s-a 4' '�'' � . : BRASS SCREW PLUG. FERRULE TO BE H A NATIONAL. STATE AND LOCAL CODES: 4 x , ;�,6; , + .; . �V ,. ^ � •, .WIT ALL NA L, � � ,� FLUSH WITH CONCRETE PAD. >r�, a •� b+� � , � `T" ' � 30" MIN. ,., 2' 0 c, 1`t `.�,ao. ,u.'a �. `".:.':,.' t';'"., t,,. i"::+ '. " x, " .: tti <<', AIR MANIFOLD, .- , ', a ;, . , 2'-6 SQ ±z$ y A: FLOOR DRAIN TO BE 3 JOSAM jj30000A WITH 5 _ k - r.>- B. ..,;,,,� ,�`r".,,'; TRAINER AND 3" IRON PIPE "P"TRAP. �'1,.> s'*:... w':,. >, . 3 GRADE -'' +cM,:r SE NOTE t m r1 0. / s,: BRONZES . -- I IT 1 S. INSTALLER OF RECLAIMER UNIT TO INSTALL UNIONS III it , . ,.. Ji ,a 'xr , J, , ,„.`. BETWEEN RECLAIMER UNIT AND ALL WATER SUPPLY. ,:,aY ���;` 4� ""� -,- .. w• � .A : ... �. .' ....b,.t,.:.';e' I ,.� ;t� +`. . ;� - io ? g €. RECLAIM LINE AND DUMP LINE PIPING.,•.,# a a 1 SCH 40 PVC DUMP LINE TO SAND. TRAP * . 2" RECLAIM LINE, 1 2" COPPER AIR LINE TO AIR WATER . , COPPER RIR LkNE TO AIR/WATER UNIT 1 :�, " / / ,z ,_'4 - - - - - - z' UNIT, 1 /2 COPPER AIR LINE TO WASH BAY, 7 /2 4' p y - - �y - - - - - ''," -�F�I 2 :SCH 40 PVC RECLAIMER LINE FROM EXT. TANK 1/2 COPPER AIR LINE TO CAR WASH EQUIPMENT, COMPRESSOR DRAIN LINE TO SAND TRAP, 1" WATER FEED FROM EXTERIOR HOSE BOX TO RECLAIM UNIT 1" COPPER WATER SUPPLY 1/2" SCH 40 PCV DRAIN LINE TO SAND TRAP ?'* "" TO BE DEFLECTED AS NECESSARY TO AVOID CONFLICT 'y, " - f _ WITH PROPOSED BUILDING FOUNDATIONS. AT LEAST 6 t ,. r ^ 2 TO HOSE BOX s, .�CLEARANCE BETWEEN PIPES AND FOUNDATION SHALL , , '"'A S„ ;o - .,; ELEVATION CAR WASH BAY ®ELEVATION UTILITY ROOM w- ;�" ;,� ,�� ;�. BE PROVIDED. "' - GRADE ^ -x� .:.`., :... s,*.. M., '.,�::' ,..,.:: v, ..'T "�€ ;. .,.: ..._: '"^. �•,� _ � INV=19.30 _ - NTS 4.: ,,x ,...':. ,, -: -�., . ; x ,,, �tr � y� .,.,t . ,�; rINV. - 19.60 III -III --III � ' , A€ . r NTS. I"•1;, ;';� `�` S „ a.•. -.. : .g.. , . .. ,..,. ..., r- ...tom. . r . ...... .. .. .... ... ..: -. s i. .. .a" k -Dr Jyi: . ,U�f • t'' " v ' Sr•:�I"k' " ���'. - �. 1T C 3 FOR EXTRUDED CURB AND ASPHALT DETAIL. NOTES: 1. SEE SHEET ::n. f, _. , ,. r q BROOKS 700 SERIES OR EQUAL. ,- .. k . „ , a.. ?S r :... n 2. VAULT TO BE B 0 Q „ .. : II... a ... r m, a '°`.x., .. ,,.. h wA�a: 1 . �° , ,r- r � - .- a .a .... ..:. r ..,, .... ,. ,. , W "�x,.. , ,. `?� 1 aL .:. a .. o. ,,.. ,d rb:. ... 4,.,. ,".7k�" #f .;. ,m �, , `'... s .ti A , ', B 3 DRAIN LINE FROM UTILITY ROOM a �. a,.:. ' •+. .,i .. ,.,-,.... ... �... : a r <„�� �.., � , •.� r � , CLEANOlJ7� ETAiL B,ACKFLOW PR E TOR DETAIL .. �+ ,p,. • .:c9� , } .p,-.1,. 1 2 DRAIN LINE FROM AIR COMP. ,. / , ,I* +r ,,, : •+ ra - s„,; '*c . , *, ,-., six r �, �v.. .-,.: 5a�,. .. rt.: ., , :: ., 0.r,. :�. ..,:;' >a �-x..,:. :�. � •S.. N:T.S. 'k T+,,.. >, ,_ , _ a: .,.. t ?. ... . • •�" >, a r F, s ;' �. { ,., � NTS 1LINE FROM RECLAIMERWEIR a i > HOLE ,rv.{✓,x .. +.. ,.... .,. t [ ELEVATION 22.46 .. O i :. -.) ,..... a .. ... ,. ,,_.. , ... r,.,+. _.. .... ,,.•`z ., „ .,. ,.. ,,: . a y„E,::.�-ADJJSTMENT BRICH.S OR � . .., t•,a.-: ..,,•"., � u: _ SOIL COMPACTED 0 8 RAMS AND COVER OR EQUIV. O SEE SLAB . ,..,... ,, ,.--'�5t•.,�,., .. , _,:,. ...._ -, . �.... ,,.. CONC. ADJUSTMEN R GS , r- l.. ,, ..».m. 1:+»+ ,:. , ,. „-.. ,r. n a�i , . ,v,. e. „ T-1 = ;z "'-, -.. ;,, F. ., +, - ,. •, ... "..,., ':., .,.: , MAX. DENSITY AASHTO 80 TO BE SET AT SLAB GRADE. TYP, ELEVATION 22.3 CROSS SECTION s, ,..., ", «. ,,v, r,a.t`; # ,xf,'r ':s TYP: \ (TYP.) u 3 00 3.00 --�1 +, � �, -. �, ,` - �,«. ` ( ) ,, ycma ,. ...,:, z t " .... (� ,. DETAILS, SHEET C-3 b - - • �,I w. �,., , SAND TRAP SECTION B-B EN, ,:., a, ., �., a -:-: NTS 3.:,. �§,. ,;:r5 . � , .+.� h ,.,, ...,.,. . �t. 'ra - - 6y {�.� L. i0 ,t�.+.. .X.m�ry .,^. s:':: ,,., m� .,.,.,. c... ,-� n"0. �S;ry y�y�r*'7, -.. �. ,.:.J�."'&,'k,:r . .' ..'...,..:,. /. ,'�. 4" SCH 40 NO.1 REVISION I DATE BY I NO. REVISION a DESIGNED BY CBB DRAWN BY OES-DCA •, CHECKED BY' JWY DATE BY Building client relationships since 1967 FIELD BOOK N0. ' x PIPE HANGER ATTACHEDC s ;•a TO INSIDE OF MANWAY 7 6SS y 2" PVC TO RECLAIMER RECLAIM LINE SPRING LOADED SOFT INVERT - 19.70 F. SEATED FOOT VALVE °p 7:AT TANK EXIT ° W/STRAINER (GRANGER. OR EQUIV.) EXTERIOR TANK NO. 2 FROM ( SAND TRAP r 4"(TYP.) (TYP1..) - 4%4%4" TEE W/4" PLUG I 1'6" -+ = (TYP.) - I'F 19.65 (Typ') INV = 19.90 X O *' ¢ m Co g N M N EXTERIOR TANK NO. 1 30080.01 IEET C-5 OF 14 I r � ------------------ LEGEND ® PROPOSED 2'x2' HOSE BOX W/GATE VALVE • PROPOSED GATE VALVE W/BOX PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED AIR LINE DQ EXISTING OFFSITE WATER VALVE - - - - - - - - - EXISTING GAS LINE - - - - EXISTING WATER LINE EXISTING GAS VALVE -� --I - ' II I -I ii= _ . = _ . EXISTING SEWER MAIN J.__ —�I lOy_1 fI PROPOSED SEWER MAIN INSTALLED BY FPUA J I PROR.OSED WATER LINE INSTALLED BY FPUA _ ------------ l PROPOSED PRODUCT PIPING LINE CONCRETE CURB ii --------- PROPOSED PRODUCT PIPING VENT LINE EXISTING SEWER VALVE ( I /// /// 1';" £. '.'., ❑ EXISTING WATER VALVE BOX I, Mil Zia, F "NOTE: THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY TO SHOW AREAS WHERE PIPES WILL BE CROSSING EACH OTHER SEE OTHER SHEETS FOR DETAILS ON EACH SPECIFIC UTILITY, PRODUCT PIPING, OR DRAINAGE PLAN. 3ll f 3::.i r. c .•...:r ♦ , . � ... a 'i ,.. ..' 'Y i ... � 1 M1e .. d.:.� 3, ,�}� i.... + L. .r i... ... .. y.. o.. v. . . ......,. ... . k ... ...:. .. .. .v. r.... a ! .. i . n a.... rF' .. ... .:i ..... � a . �.r' , n5 ., v r.. Y... v.+ - .. .. ... .. .-.. .v..:.: Mbµµ� e 4 ) . II .<. tt ...,'3 n X :.. . .::�.. aS`." t.. : 'i.. ...... �. . - .�. . r'. } �,. d m 1r PRE -CONSTRUCTION MEETING REVISIONS �o-��eo WES Building client relationships since 1967 DESIGNED BY",�` GBB `r' Kimley Horn and Associates, Inc. BEINDORF DIVISION 3885, 20th Street, Vero Beach, Florida 32960 Tel. 407 562-7981 DATE �+ CHEVRON ST. LUCIE CROSSROADS UTILITIES OVERVIEW PROJECT NO., 30080.01 DRAWN BY WES, MJA / DCA SCALES-19-90 1"=20' SHEET C-7 °F 14 CHECKED BY My ©1990 , NO. REVISION DATE BY N0. REVISION DATE BY FIELD BOOK NO. P. 253/255 DWG. "'°'"E XC-UO.DWG A