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1 -- PIPING LEGEND KEYNOTES 73.7 30,000 GAL, DOUBLE WALL FIBERGLASS UNDERGROUND (REGULAR IJ REGULAR - DOUBLE WALL NUPI PRODUCT PIPING UNLEADED) TANK WITH BRINE FILLED INTERSTITIAL SPACE. 13.2 20,000 GAL. 10' DIA. DOUBLE WALL FIBERGLASS UNDERGROUND (14,000 GAL. _ I S SUPREME - DOUBLE 'NALL NUPI PRODUCT PIPING SUPREME/6,000 GAL. DIESEL) TANK WITH BRINE FILLED INTERSTITIAL SPACE O D DIESEL - DOUBLE WALL NUPI PRODUCT PIPING 13.3 PRODUCT LINE: 1 NG PRIMARY WITH 2 1 SECONDARY NUPI 1 "SMART FLEX" PIPING. SLOPE 7/4" PER FOOT BACK TO TANKS. 1 -V - - - V NT PIPING - DOUBLE WALL NUPI PIPING 13.4 MULTI-PRODUCT DISPENSER (TYP- OF 8), SEE F6 r 611 -VR - - - VAPOR RETURN LINE - DOUBLE WALL SMITH 2 FIBERGLASS PIPING 13.5 2" DOUBLE WALL SMITH FIBERGLASS VAPOR RETURN PIPING. SLOPE 1/4" - "" " - - - - - - '------- "-" -------------- PER FOOT TO LOWEST OCTANE TANK. MULTIPRODUCT DISPENSER 73.6 3° DOUBLE WALL SMITH FIBERGLASS VAPOR RETURN 13.15 L- ® VENT RISER 13.7 MULTIPORT MANHOLE AT RLL, VAPO & TLM RISERS, SEE Q F-3 13.8 ANNULAR SPACE MONITOR DISPENSER NUMBER # E U ' Oa� 13.9 2" DOUBLE WALL FRP VENT PIPING. SLOPE 1/4" PER FOOT TOWARD TANKS, 13.10 FREE STANDING VENT RISER W FIBERGLASS SUMP WITH REMOTE E50, SEE it VP CL VAPOR RETURN CENTER LINE / PP CL PRODUCT PIPE CENTER LINE 13.71 NOT USED f 4 "a 13.12 INSTALL VERGER ROOT TLS-350 MONITORING PANEL. EXACT LOCATION TO o'o UDC UNDER DISPENSER CONTAINMENT BOX BE DETERMINED BY CHEVRON ENGINEER. 13.13 8" THICK REINFORCED CONCRETE TANK SLAB, SEE THE GRADE POINTS SHOWN HEREON r �� 13.14 SUBMERGED TURBINE PUMP N SUMRNI P. sEE F33 ARE BASED ON THE CIVIL IMPROVEMENT DRAWINGS WITHIN THE \ 13,15 EMERGENCY SHUT-OFF SWITCH. MAX. 100' TO PUMPS. PLAN SET ISSUED FOR CONSTRUCTION ALL GRADES TO BE VERIFIED IN FIELD. �, 13.16 CROSSOVERS MIN 4" 0/C FOR PRODUCT/PRODUCT AND 5" 0/C FOR VAPOR/PRODUCT CROSSING IF A DISCREPANCY / CONFLICT EXISTS, THE CONTRACTOR SHALL STOP WORK - IMMEDIATELY AND INFORM THE ;` JJ PIPING NOTES APPROXIMATE TANK BURIAL DEPTH 1 TS 89.59 ARCHITECT/ ENGINEER OF RECORD TO I DISPENSERS AT GRADE - 1� OBTAIN CLARIFICATION / DIRECTION, TS 8880 „ 1 PETROLEUM SEWER AIR AND WATER PIPING SHOWN SCHEMATICALLY. CONTRACTOR - .- ® ( SHALL INSTALL PIPING PER FIELD CONDITIONS WITH CHEVRON REPRESENTATIVE'S r APPROVAL. FOR BID REFERENCE ONLY NOT FOR CONSTRUCTION USE. -- - -- - � 2 SEE IRRIGATION DRAWINGS FOR IRRIGATION PIPING PLAN. 14 13 7 11 ' C 136 \4j \J/ 3, SEE BUILDING DRAWINGS FOR BUILDING PLUMBING. EST ISLAND TS-89 11 \/ / y 1. ELEVATION AT BASE OF DISPENSER 16 �TMg9.2fi FT. - - - - - _ - - - - - - - - - - - - - - - - - �_ =�- \ 4. COPPER AND GALVANIZED PIPE MUST MAINTAIN TAIN A MINIMUM 12 SEPARATION TO /pp VR R PREVENT CORROSION WRAP GALVANIZED PIPE WITH AN APPROVED PROTECTIVE 2. PIPING FALL t--Ns--- a� --__ ---,--`p --------VI\--m-- - -T-e--- ----------V \--- _---s --�---� �'V 1 TAPE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS OF "POLYKEN 930" (PP CL LENGTH - 233'-7° FEET, FALL ® 1 4 PER FCOT SLOPE VR 2% I _ _ __-----I -- , MIIN.x BEND RADIUS ��J TAPE WHENEVER IT IS WITHIN 12" OF COPPER, EACH WRAP TO HAVE / ) -J PP 8726 PP GL 8254 SLOPE 2% I L I HALF-WIDTH OVERLAP OF PREVIOUS WRAP. USE DIELECTRIC COUPLINGS WHEN _J I I J � - �_-- PIPE DIA, = 233' 7" + .0208 = 4.8b FT. MIN. BEND RADIUS- V IS S I 4-0 JOINING WITH DISSIMILAR METALS. 3. 24" DISPENSER SUMP 1.66 FT. ,) 4' x PIPE DIA. = 1 1 I 13.5 I 5. UNDERGROUND PIPING: ALL LINES TO BE 2'-0" BELOW FINISH GRADE, AND 6" 4'-0" I I I PP CL 86.93 - �� PP CL C 8 I 1 TANK CONNECTIONS 12 IN. 1.0 FT. BELOW FROST LINE AS DETERMINED BY CHEVRON REP. VPt UDC 89.26 UDC 89.54 j®i \ 'I 13.3 UDC 89.23 �®' � /Ir' UDC 88.92 �®'i \ AI I'I'I' I VII I - I Vfl \ I I I V(A 6. BRING CLEANOUTS TO GRADE IN YARD. CONTRACTOR TO PROVIDE AN APPROVED TOTAL 9 ' _� ; °� I �--� 1 •�-A i ^� I l 133 CLEPILLANOUTOX S INET OR YARD. SETEFIDTHE LLBOX NSPECIFICATIONS 0F A CHRISTY Fl OVER N CLEANOUT OCCURS IN 2.66 FT. ' I I I ASPHALTIC PAVING. CLEANOUTS IN PIPING SHALL BE INSTALLED SO A MINIMUM 4, GRADE DIFFERENTIAL I CLEARANCE IS MAINTAINED IN FRONT OF CLEANOUT AT 12" FOR A 2' LINE AND 18" (#2 + #3) 7.476 FT. 1 13.5 US ¢-� 13.6 FORA 3" LINE AND 24" FORA 4" LINE. I 10 135 I I 5. TOP OF TANKS 80.61 FT. w I� 7. SEE F2 FOR PETROLEUM PIPING NOTES. 1 I a 1r Cs. SLOPE 2% �wUDC 88.66 1j UDC 88.52 1 UDG 89.14 I � �,I �I� I,� } IY �,I 8. SITE IS DESIGNED FOR ELD WITH TRACER TITE TESTING. 6. TOP OF TANKS (LOWEST POINTS) I0 133 la PP CL 86.53 `® Ila PP CL 85.92 ' ( 1 7. TOP OF SLAB ELEVATION ABOVE TANKS `\ 1 9. MINIMUM BEND FOR NUPI PIPING = IS x LAMETER cf 4'-0 Y ® LOWEST ELEVATION 1 U Jm - Jo SLOPE 2% ' 10. MAINTAIN MINIMUM 4" CLEARANCE AT SD/: 'IPI CROSS OVERS 87.61 FT. PP CL 87.14 S U - _ -- I B. DEPTH OF BURY (#7 - #6) 7.0 FT.VR 87.2 V S S ,•-J 11. PER SOILS REPORT BY KORBMACHER ENGINEERING INC. 06/21/04. I PP 86.5 1 Q PP CL 83.76 �) TS 88.48 16 15 UDC 88.8G 1 U 13.4 1 p, TS 86.77 �MM9 I TS 88.14 0 PP GL 00.00 13.16 J / o TS 88.92 13.13 13.2 � S S D � 1 E n �� O "�_'1 O J-n ut 1 o°P r 1 i �J i 13.9 a \ I v 1 N r 13.94 13.8 PP CL 82.51 L---__ r-_a---- c__ ____ _ �__ / - - - - - - - - - - - -i- - _�-- -- --- � - --- - --(. 1 O I UV�- ' 13.10 A ✓t / J a`rn \ - - - - - - - - - - - - - - - - (/ o Q TS 87.61 '\ o t \ 1VR CL 81.34 Y.Y\` TS 87.63 13 Car y-� 13.1 .7 3 ��• Io (. •( �� 1 -' 'a, Chevron Products Company, a division of Chevron US.A. Inccopy 9 Inc , owns the co rights to the design of the herein described "Extra Mlle" morket building as embodies in any tangible or electronic medium of expression Including a � A � building, architectural pions, or drawings. The copyrighted material includes the overall form as well as the arrangement o' and composition of spaces and elements in this Extra Mlle" design, but does not include individual standard features O �-( \ 13.15 or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have N= �$1 ❑ " - written permission of Chevron Products Company. ca'P p 3i 02003 Chevron Products Company, a division of Chevron US.A. Inc. All rights reserved, so 02-23-05 ISSUED FOR BID CBS 2 . : f y r, o j /� � y m \ 1 Ot-14-OS REVISED PER FIRE DEPT. INW 10/29/04 ISSUED FOR PERMIT CBS 2 05-12-05 REV'D TO SMITH FIBERGLASS VR JLW 3 MARK DATE REVISIONS INITIAL MARK DATE REVISIONS INITIAL 2905 WESTSTOCKTONBENJAMIN CHA LT DRIVE REM 2918 DAYPART - WOOD o K o. \ l� pj-ELARCHITECTURE ENGINEERING PETROLEUM n n my VI�• '� �T' � �-� -ENVIRONMENTAL SERVICES P�P�� PL/"i� y \ E_M 4ggyp Ipq 11}J N. Mc00WELL &W. PETALUMA, CA (IO]) ]65-1660 1 I \ PROJECT JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIWL ENGINEER G \ VL �_ A 0 5 10 20 �0 10 SSk 9-4275 p n /dr - L INITIAL DATE i m ® t._f,)' --.--_-_--- .. NORTH SCALE: AS NOTED PRELM NARY LL BLDG PERMIT 8 27/04 ®�/� DATE / JOBN 8392.31 BLDG PERMIT GENERAL BID CH. IW SHEET PERMIT REV'S cONSTRUCTON DR. PJO F-0 SCALE: 1"-10'-O" r Do not use drawing for construction APP, CBS unless initialed