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J <br />I <br />e <br />c <br />NOTES. <br />THE GRADING AND DRAINAGE P CANOPY LIGHTS 12 110 V <br />`. 1. A PORTION OF .THIS PLAN WAS DESIGNED BY WONG ( ) / 48 AMPS <br />ENGINEERS INC. OTHER IMPROVEMENTS (I.E. LANDSCAPING WELL, FIRE LOCATION AND SPECIFICATIONS <br />PROTECTION, IRRIGATION, SEWAGE DISPOSAL, BUILDINGS ETC. NOT SHOWN PER RANKIN AND RANKIN, INC. <br />PERTINENT TO THE GRADING AND .DRAINAGE OF THE SITE ARE NOT TO BE CANOPY PLAN <br />1 CONSIDERED AS THE RESPONSIBILITY OF WONG ENGINEERS, INC. , <br />2. CARD LOCK FUEL ISLAND PAD MUST BE PLUMBED THROUGH SAND\OIL 17.19 J 7.63 <br />SEPARATOR APPROVED BY THE ENVIRONMENTAL HEALTH DIVISION. <br />JAY R. SMITH <br />6" CONCRETE PAD WITH #4 REBARS <br />I „ <br />9812 `HIGH CAPACITY 12 O.C. <br />C <br />PRESLOPED FIBERGLASS <br />TRENCH SYSTEM <br />�i <br />81, INTERNAL ) /� <br />x X X X X WIDTH TOP OF GRATE=17.34 <br />i I I <br />18.301 18.30 18.73 181-4" SDP 24 <br />16.60 S=0.02 WITH °n' 17 43 <br />I AREA j 18.55 C.O. (TYP.) p N p X. <br />5' GRAVEL 1I <br />45' PRIVATE ROAD <br />o 17'FL 17.65 RIM <br />=13.29 <br />5 3• 10• , 4"= 13.65 <br />1 FL 6" <br />175 17.19 17.63 .or <br />J1 .I 17.75 r� CARD READER <br />EXIST. LEACH 40' Oo x - x x x 17.59 RIM 110V 2 AMPS <br />o FL 4"= 13.5 POWER OUTLET <br />FIELD WITH I 16.60 °� ;n v FL 6.. =13:22 <br />& WATER SERVICE <br />SEPTIC SYSTEM i TURNAROUND FOR <br />FIRE DEPARTMENT 10' GATE ---------------------- <br />I i 16.30 i ELEV. 6.75 � � <br />3" FUEL PIPE IN 4" CONTAINMENT <br />SD CB i X = PIPE (FIBERGLASS PIPE) <br />RIM ELEV. 15.58 20' 60' ,, 1 .32 RIM <br />FL ELEV. 10.25 L 4 = 13.42 <br />4' GATE--._ I I 16.30 <br />--- 58'- oll( ; <br />30 20 __ __ <br />_ FL 6 13.06 <br />1 &35 18-35 18.35 __ <br />18:35 -- _. _ I' <br />74' <br />20 16.50 I ( , � O O ' 20 <br />Y I I DRAINAGE SWALE ,(TYP.) <br />�� BLDG. 2 'qGATE E } <br />LDG. 2 FINISH FLOOR W w e ,� I L X <br />ckfv7 I I , <br />WISH FLOOR � o -C) CO ELEV. 18.45 �- a 100 AMP SERVICE 1 i 17,10:RIM <br />LEV. 8.grJ ¢ ao co ao co z ¢ PANEL I I Ft 4 - 13.26io 00 <br />3 = o SEE DETAIL I I " <br />j� 3/4" ELECTRICAL CONDUITS <br />N ¢ w I FL 6 =12.90 <br />w w cii 1 <br />O WATER SERVICE <br />20' 18.35 20' 74' <br />-� GRADE BREAK - <br />CARD READER <br />18.35 1=W-18.35-.J_ao---------------------- POND X io 110V 2 AMPS <br />WER OUTLET IIOV-5AMPS(TYP) <br />TO BE DESIGNED 11.25' DEEP 116.88 RIM &WATER SERVICE <br />BY OTHERS I I FL 6" =12-74 <br />FL 4"= 13.10 <br />x I 305,298 C.F. I 72' 6" SDP SLOPE =0.0 <br />REQUIRED CAPACITY <br />o r PROVIDED CAPACITY i <br />co I v 315.267 C.F. I O <br />10' 22.5 I TO THE HGL ELEVATION 122.5' 10 <br />210'-18" SID I o OF 12.5 Cl- FL 6" & ,. <br />® S= 0.0015 1 ~ I x 0 12.58 <br />o _ GRATE 2-3/4" CONDUITS <br />IM BOTTOM 144' X 33T <br />0 16.21 16.50 TO CARD READER <br />I u� I 11 26' 6" SDP LP POWER DATA <br />16.48 RIM i \( ER/DATA) <br />FL 4"= 12.94 JUG MASTER" <br />X I FL 6" .10 2.32 I o OIL DISPENSER <br />w FL=7.51 1IOV-2 AMPS <br />1 FL INTERSECTION 6" ° O S OM 4' X 5' PAD <br />12:21 <br />r E <br />r` X I x 30' 0 3/4" COND. JUG MASTER POWER F� <br />5' T0, - <br />I 16.50 GRATE 0 TRENCH DRAIN <br />24 SID X I 15.82 - E FL TRENCH 15.05 E p <br />- - - <br />SD CB l ~�- 16.06 - rn-E <br />RIM ELEV. 15.45 195. 24" SD I RIP RAP FL 6"= 12.26 16.30 <br />FL ELEV. W 8.27 0 S=0.0026 I FL 6 PIPE= 15.00 3/4" DISP. CONTROL CONDUIT <br />FL ELEV. E 8.02 I 35' 6" SDP 10'-,-6"` JSDP ®(S=.01 q <br />SD CB = 9 DIP w i <br />x FMELEV58 0.25 JENSEN PRECAST E ;To too AMP PANEL <br />FL ELEV. N 9.76 x S-0.10 FL 6" SDP-14. <br />FL ELEV. 6"=11.91 OUTLET 20,000 GALLON DIESEL +TANK <br />STRUCTURE FIBERGLASS D. WALL TANK , <br />IES WITH ITH CONCRETE <br />ALL <br />JENSEN PRECAST 3 VENT To �ENce <br />ID f�N ii ALL CJ RESPONSIBLE WATER OIL SEPARATOR p HOLD DOWNS n <br />a1 I �F MODEL WATER/OIL <br />v <br />F UIQ I 10;;iNI I LO TI01 OF ALL E <br />at_'s °Ise i c - a _i ;_._.-- <br />� � � �Y I�.I L �, EASE , _ <br />E 3/4" GOND: FOR TURBINES <br />2- 1.5 HP SUBMERSIBLE TURBINES <br />® EBWIRCNWENTAL HEALTH (31VISION <br />IN CONTAINMENT SUMP WITH SENSOR ? <br />44a I�I.So 'c, Air, S*.. (208V 10.6 AMPS PER TURBINE <br />c',¢U I:D. l 1u: <br />) <br />- A "rs to FILL SPILL CONTAINER <br />_ ❑ <br />ELECTRONIC TANK GAUGE <br />- <br />2. <br />Fe 0 ,a; 3 ANNULAR SPACE MONITOR <br />3 R� k.°, 13�e 14.5' X 42' TANK SLAB. 8" THICK <br />SEE DETAILS PROVIDED BY FILLNER CONSTRUCTION <br />Date 11. -123---25 by - .�1" <br />DETAIL <br />SCALE 1 "=10' <br />PU4NNINPA DWIIS6ON <br />110 L ,1� �J':a�n Ave. ALL FUEL PIPING SLOPES <br />P o„ <br />-s 1810 <br />1 a �i MNcd as sho n. QROFESS/QN TO TURBINE PUMP <br />I40 c1a r1 ..W cr mod;tications may be �O aPp10E 9! ® MASTER/SATELLITE COMBO <br />r s41s ra zt oat Wrrtan approval from G <^ DIESEL DISPENSERS (TYP.) <br />to s dtvis on. y�' Z --- 3" FUEL PIPE IN 4" CONTAINMENT <br />2SQ5 B cD �^ PIPE (FIBERGLASS PIPE) <br />u.a N0. 14,269 m <br />Date y <br />9l OIV11. ��---- 2" FUEL PIPE IN 3" CONTAINMENT <br />/ OF CP1�E� PIPE (FIBERGLASS PIPE) <br />O 8" CRASH POSTS <br />REVISIONS JOB NO. 2959 LATHROP, SHEET " <br />WONG .ENGINEERS, INC. BENETO TANK LINES <br />NO. DESCRIPTION DATE BY . PLANNING ENGINEERING SURVEYING DATE MAR 1995 CALIFORNIA <br />STOCKTON, CALIFORNIA SCALE 1"=40' <br />Q <br />DRAWN ZCW CARD LOCK FACILITY <br />"3q <br />OF ONE <br />• o, R.C.E.14269 DESIGN WE S.A. N 0. 94- 31 <br />CHECKED CCW 11FILE <br />