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1 2 3 4 6 8 7 8 9 10 tt 12 13 1 14 1 16 16 t7 18 �? <br /> GENERAL NOTES KEY NOTES <br /> BJ(IEMP\PIPENO I E(MW RED) DIV\CIVILCAD\NOTESVJcEYNOTES a <br /> Id 1. ALL PIPING RUNS ARE SHOWN SCHEMATICALLY. THE BEST ROUTE SHOULD BE DIVISION 13 - SPECIAL CONSTRUCTION (PETROLEUM) M <br /> DETERMINED IN THE FIELD AND INSTALLED ACCORDING TO NATIONAL, STATE AND 13.0 (2) 10,000 GALLON AND (1) 12,000 GALLON "TOTAL CONTAINMENT" DOUBLE <br /> LOCAL REQUIREMENTS. WALL STEEL TANKS. <br /> 2. THIS DRAWING DOES NOT INDICATE THE LOCATION OF ALL EXISTING UNDERGROUND 13.1 DOUBLE WALL "ENMROFLEX PIPING', SEE DRAWING F-5 <br /> PIPING, ELECTRICAL CONDUITS AND UTILITY LINES AND THOSE SHOWN ARE NOT <br /> NECESSARILY IN THE LOCATION SHOWN, THEREFORE, IT IS NECESSARY TO 13.2 3' FIBERGLASS VAPOR RECOVERY UNE. SLOPE 1/e" PER,FU07 MINIMUM: - ' <br /> EXERCISE CAUTION IN EXCAVATION FOR TANKS OR TRENCHES TO ASSURE THAT TO LOW GRADE TANK. SEE DRAWING F-5 <br /> EXISTING ONES ARE NOT DAMAGED. '. <br /> 13.3 2' FIBERGLASS PENT LINES. SLOPE 1/8' PER F007 TOWARD TANK. . ` . I <br /> 1 ALL WORK IN FIELD SHALL BE DONE IN ACCORDANCE NTH THE FOLLOWING SEE DRAWING F-5 .1 <br /> APPLICABLE NATIONAL. STATE AND LOCAL CODES, ORDINANCES, REQUIREMENTS, <br /> ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND/OR CALLED FOR IN 13.4 VENT RISERS, SEE DRAWINGS F-5 <br /> L SPECIFICARONS. ALL CODES ARE LISTED AS CURRENT EDITIONS OF THOSE L " <br /> PRESENTLY IN USE BE GOVERNING AGENCIES. 13.5 VAPOR RECOVERY/STAGE 1. SEE SHEET F-3. <br /> II I BUILDING - UNIFORM BUILDING CODE 13.8 FILL RISER WITH 5 GALLON SPILL CONTAINMENT. SEE SHEET F--3: i <br /> ELECTRICAL - NATIONAL ELECTRICAL CODE <br /> MECHANICAL - UNIFORM MECHANICAL CODE 13.7 AUTOMATIC TANK GAUGE. SEE DRAWING F-3. <br /> PLUMBING - UNIFORM PLUM81NG CODE <br /> FIRE - UNIFORM FIRE CODE 13.8 TURBINE, SUMP AND MANWAY. SEE SHEET F-3 <br /> .ACCESS - CALIFORNIA AOMINISTRAnVE CODE, TITLE 24 i <br /> IiEALTH - CALIFORNIA HEALTH AND SAFETY CODE 13.9 GILBARCO VAPOR VAC SELECTABLE MULTI-PRODUCT DISPENSER, DISPENSER 'I <br /> HAZARDOUS - LOCAL ENVIRONMENTAL HEALTH DEPT, REQUIREMENTS SPILL PAN AND FLEXIBLE CONNECTORS. CONNECT PER MANUFACTURERS <br /> S 00' 08' 07" E 261.10' MATERIALSSPECIFICATIONS. SEE SHEET F-4. <br /> AIR POLLUTION - CAUFORNIA AIR RESOURCES BOARD REQUIREMENTS <br /> SOUTH COAST AIR QUAUTY MANAGEMENT <br /> �— DISTRICT REQUIREMENTS K <br /> K I I 4. CONTRACTOR TO PERFORM TANK AND LINE TEST AS REQUIRED BY LOCAL _ <br /> JURISDICTIONS AFTER LAYING FINISH GRADING OR CONCRETE SLABS ON TANKS <br /> AND PETROLEUM TRENCHES. CONTACT HEALTH DEPARTMENT FORTY—EIGHT <br /> L.11I'T'I 13.4 (48) HOURS PRIOR TO TEST. <br /> 13.5 .I I 1 I I I '', 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN /N1 THESE PLANS <br /> O I I I0 I I C L . 13.3 \ ARE BASED ON THE BEST INFORMATION AVAILABLE: HOWEVER, THE CITY AND THE - <br /> ENGINEER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION <br /> 87 I I I89 I ( 32 \ SHOWN, OR FOR THE INADVERTENT OMISSION OF ANY SUCH INFORMATION. THE <br /> ( L 13,7 y CONTRACTOR SHALL COOPERATE PATH ALL UTILITY COMPANIES AND OTHER <br /> ....I mm CONTRACTORS WORKING WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR <br /> SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT <br /> .:�� LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE J <br /> PRECAUTIONARY MEASURES TO PROTECT THESE UTILITES. THE CONTRACTOR <br /> mom• SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN <br /> O I I I P NOTIFIEDTHE FIELD.ND HAVE BEEN GIVEN THE OPPOTUNITY TO MARK THEIR FACILITES IN <br /> 0 I \ `� 6. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, <br /> ELEVATION AND TYPE FORUTILITIES ON <br /> SITE. ACROSS THEASITE AAND AT THE NLDICATEDN ONITSEOFROUND CONNECTION. IF 111E <br /> EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR <br /> SHALL w.. �. <br /> -- -- -I N I I I I _, I Q • _, v - Z EXISTING SANITARYFY TIE AVICE L IMMEDIATELY. TIE CDN TRACTOR SHALL VERIFY THAI <br /> j I THE N TUTY SERVICE WILL MEET THE INDICATED PIPE SLOPES. <br /> ' \ COMMENCEME SEWER LATERAL. CONTRACTOR OP VERIFY DEPTH BEFORE <br /> 1-H _____ __ I O, I I � � � MENTI OF WORK. If IN CONFECT W77H PROPOSED DESIGN, CONTACT 1-1 <br /> E 4T 3 ter\ AND UNION SANITARY DISTRICT, <br /> I I <br /> �(vo/ �.. IJ I ,,.•', PIPING LEGEND - <br /> N � <br /> aVVCVALCAD\LEGENDV0260UatC <br /> 87 UNLEADED PRODUCT, DOUBLE WALL ENNROFLEX PIPING, T <br /> SLOPE TOWARD TANKS <br /> mm <br /> 89 PLUS PRODUCT, DOUBLE WALL ENVIROFLEX PIPING, <br /> SLOPE TOWARD TANKS <br /> I I I 92 SUPREME PRODUCT, DOUBLE WALL ENVIROFLEX PIPING, <br /> SLOPE TOWARD TANKS <br /> —V --- -- VENT, DOUBLE SINGLE WALL F.R.P., <br /> VAPOR <br /> - - - U <br /> SLOPE TOWARt7 TANKS , <br /> _ - - SLOPE TOWARD fSANKS WALL F,R.P., <br /> r <br /> 0 119' 10' 58" <br /> R = 5000' <br /> IV <br /> ._. _. _ - _ - _ _ _ _. _ - _ _ _ _ _ _ T ,. S 59' <br /> / L � 104.01' <br /> CH S59' 4T 35" E <br /> 88.24' <br /> L <br /> y �FLC.:.J 1. <br /> N o0' O8' O7" W 285.00'. . .. <br /> 8N808P1OZ98tl PBIUBLI <br /> � a <br /> o1A1S88S09 <br /> '0 <br /> Jo Pn41'9AtlTegaM'3b0dEdtlH9A H13 <br /> - <br /> IVIN3WNOHIAN3 <br /> KINGSLEY ROAD ? <br /> M <br /> D 304 E.We r Ave.Third Floor <br /> _- ENVIAOt9MENTAL HEALTH DIVISION D e <br /> P, 0. BOX 388,Stockton CA 95201-0388 <br /> - 9 <br /> APProved p - a <br /> Denied [] <br /> o Co <br /> nditions E <br /> y'EbG L�� ut--LL--k'Y ' ' r LU.dltc�i oSfiJ MARK . DATE FlEVKAC+W. INFTIAL J <br /> PETROLEUM PIPING PLAN <br /> jyI <br /> NEW C 7 <br /> O NORTH ARCH ROAD AT HWY 99 FRONTAGE <br /> p LLJs b��LPf ,(iQcce o7 � e. STOCKTON, CALIFORNIA <br /> 0 o zo ao eo ao /v l C� �Br L� 3z4,1 <br /> U (Ar>1�e�r cL1 . <br /> w <br /> o <br /> THE SOUTHLANq CORPORATION <br /> SCALE: 1" 20'--0' ILIY n 7-ELEVEN FOOD STORES PHONE (510) 483-2711 <br /> ppM B ® M20 SIONERIOCE MALL RP•SUITE 310-PLEASANTON, CALEORNIA 945M <br /> E1 <br /> I <br /> t <br /> ROBERT H. LEE & ASSOCIATES, INC. <br /> M - ARG-WrOCTVR1011 RMCNIMERINQ ENVWOPNAEN'FAI. 0ERVI0C8 <br /> - 650 HOWE AVENUE SUITE 504 SACRAMENTO, CA. 95625 (976) 646-400.5 <br /> M^ JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, UVIL ENGINEER <br /> RHE, REVIEW IIVfEIAI. DATE DALE: 160EC96 4 <br /> PRELIMINARY �{ <br /> PLANNING OR. BY: <br /> HEALTH PERMIT <br /> LLBLDG PERMIT <br /> p A GENERAL 810 APPR.: <br /> A <br /> ZRHL 0 3377.10 ,) <br /> PERMIT REVS <br /> .CONSTRUCTION SHEET .I <br /> S TDo not ug Browing _ SD.. <br /> TOT COr1TDIB.1"II 3 <br /> Un1000 tnRt0led <br /> 1 2 3 4 6 Nj 7 8 9 Ip 11 12 13 l4 I6 IB 17 Is <br /> O SOUTHLAND CORPORATION. ALL RIGHTS RfsERVED 1988/ <br />