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1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 16 1 17 1 18 <br /> GENERAL NOTES PLAN NOTES <br /> DIVISION 2-DEMOU ION <br /> M R=20'-0" 1. THIS DESIGN IS BASED ON INFORMATION PROVIDED BY THE OWNER. EXISTING SITE -2.1 SAWCUT AND REMOVE PORTIONS OF TANK SLAB AND YARD PAVING AS m <br /> A=28' 27' 14" CONDITIONS HAVE NOT BEEN FIELD VERIFIED BY RHL DESIGN GROUP. IF EXISTING NECESSARY FOR THE REMOVAL AND INSTALLATION OF TANK VENT LINES. <br /> L=9.9 CONDITIONS IN AREAS OF PROPOSED WORK VARY GREATLY FROM THAT SHOWN, <br /> CH=S 74 21' 05" E - CONTACT THE OWNER AND RHL DESIGN GROUP. 2.2 REMOVE PORTIONS OF LANDSCAPING AS NECESSARY AND EXCAVATE FOR <br /> .83' FOR THE REMOVAL OF TANK VENT LINES. <br /> 2. NEW AND EXISTING PIPING RUNS ARE SHOWN SCHEMATICALLY. EXISTING PIPING <br /> 2-3 REMOVE AND PROPERLY DISPOSE OF PORTIONS OF UNDERGROUND TANK VENT <br /> LOCATIONS TO BE FIELD VERIFIED BY CONTRACTOR. LINES. <br /> APPROACH PLANTER AREA <br /> 3. ALL NEW MATERIALS SHALL BE COMPATIBLE WITH THE PRODUCT STORED. 2,4 REMOVE AND SALVAGE EXISTING TANK VENT RISER ASSEMBLY AND SET ASIDE <br /> FOR REINSTALLATION. <br /> TRASH ENCLOSURE 4. ALL NEW MATERIALS SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS <br /> 2.4 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PERFORMING ALL DIM"3•-SITE PAWIWSRE WORK <br /> TESTS. REQUIRED BY LOCAL AGENCIES, PIPING.MANUFACTURER AND OWNER'S <br /> L REQUIREMENTS. 3.1 BACKFILL USING APPROVED MATERIAL AS NECESSARY, FORM AND POUR PORTIONS L <br /> OF TANK SLAB REMOVED BY WORK PERFORMED. MATCH EXISTING SLAB <br /> 13.3 6. UNLESS INDICATED, ALL SITE IMPROVEMENTS ARE EXISTING TO REMAIN. THICKNESS, GRADES AND REINFORCING. DOWEL INTO EXISTING SLAB AS <br /> 13.4 <br /> 7. THIS DRAWING DOES NOT INDICATE THE LOCATION OF ANY UNDERGROUND CONDUITS NECESSARY. <br /> 13.5 OR UTILITIES. ITIS NECESSARY TO EXERCISE CAUTION WHEN EXCAVATING. <br /> O 3.2 BACKFILL USING APPROVED MATERIAL.AS.NECESSARY AND REPLACE AC PAVING. <br /> 3.3 5'-0" IN AREAS REMOVED BY WORK PERFORMED. MATCH EXISTING PAVING <br /> " AC PAVING MIN. THICKNESS AND GRADES. <br /> a <br /> 13,2 >I I 3.3 RESTRIPE ANY PAINTING AND PARKING STALLS DAMAGED BY NEW WORK. ADA <br /> 2.1 <br /> >I STALL SHALL MEET CURRENT REQUIREMENTS. <br /> - - <br /> 3.2 I I I I 3.4 BACKFILL PIPING TRENCH WITH APPROVED SOILS AND COMPACT TO 90% RELATIVE" <br /> DENSITY. REPLACE LANDSCAPING TO MATCH EXISTING CONDITIONS UNLESS <br /> K _ 2 3 DIRECTED OTHERWISE BY OWNER. K <br /> 2.9 <br /> DMSION 13-SPECIAL CONSTRUCTION O EfROLEUWO <br /> ... _. 13.1 EXISTING UNDERGROUND FUEL STORAGE TANK. (TYP. OF 4) <br /> 01 <br /> � / \ HGH PERFORMANCE "92" � 2 2 13.2 INSTALL FIBERGLASS FITTINGS ASS NECESSARY AND CONNECT NEW 2"4 FIBERGLASS <br /> _ _ TANK VENT LINES TO EXISTING. NEW PIPING AND FITTINGS- SHALL MATCH <br /> Q�P� \ °°° ° 3.4 EXISTING PIPING MANUFACTURER. SLOPE LINES 1/8" PER FOOT MIN. <br /> / \ 92 TOWARDS TANKS. <br /> \ 13.3 REINSTALL TANK VENT RISERS AND SUPPORTING ASSEMBLY. REPAINT VENT RISERS <br /> PER C.A.R.B. AND CONOCO PHILLIPS REQUIREMENTS. .l <br /> \ - / " I _ 13.4 CONNECT-NEW SECTIONS OF VENT PIPING TO RELOCATED VENTRISERS USING <br /> ' \ FACILITY BUILDING PERFORMANCE PLUS 89" - 2"0 FLEXIBLE CONNECTORS WITHIN ISOLATION BOOTS. SEE DETAIL, THIS SHEET. r~ <br /> cINSTALL NEW HUSKY <br /> / \ <br /> FILL <br /> I j 13.5 RISER. INSTALL OPEN PRESSURE/CAPVACATUDIESUM EACH GASOLINE <br /> \ �• -� / 93.6 RELOCATE EXISTING YARDLIGHT. RECONFIGURE ELECTRICAL CONDUITS AS <br /> Z: NECESSARY. <br /> \\ \\ UNLEADED PLUS "87" \ N <br /> \ \ X <br /> \ \ W <br /> H \ \ FILL l N H <br /> 87 <br /> DIESEL \ w y <br /> 00N w W <br /> \ \ FILL _a o z <br /> _ LO N Q <br /> \\ \\ 13.6 W <br /> F \ \ F <br /> \ <br /> ASH �/' CANOPY <br /> BOLLARD \ OUTLINE <br /> ABOVE LEGEND <br /> (TYP.) \ ' <br /> / solL <br /> ASPHALT <br /> _ \ ' PROPERTY R.O.W. DEDICATION TO <br /> c \ <br /> CONCRETE-\, - THE CITY OF STOCKTON <br /> U <br /> 0 ac <br /> E 2 AC PAVING \ / - _ ro T.C.E. EASEMENT <br /> oa E \ APPROVED <br /> of / DISPENSER \ - �/ P��P - BACKFILL : _- -V- _ NEW 2"0 FIBERGLASS VENT LINE - <br /> o AND CONCRETE \ _. - - 2"0 VENT LINE TO REMAIN <br /> ov ISLAND (TYP.) \ S�� NATIVE SOIL - - - - - 2"0 VENT LINE TO BE REMOVED <br /> FIBERGLASS PIPE . - - <br /> d (TYP.) 4 MIN. PMIN. <br /> E CONCRETE CURB (TYP.) ID/PRICE SIGN,. L� <br /> CONTRACTOR TO ATTACH COPPER LOCATING <br /> o a ryh' WIRE TO TOP OF PIPE. <br /> a YARD LIGHT (TYP.) <br /> 't 6D r D <br /> Co <br /> A13 TYPICAL TRENCH CROSS SECTION <br /> N E " S. - MARK DATE REVISIONS INITIAL <br /> o _ <br /> dOD <br /> 89 8 6 E 3.61 (N ) S� N.T. <br /> CS <br /> UNDERGROUND PIPING PLAN <br /> N � <br /> ry <br /> x Fy <br /> EXISTING VENT RISER SERVICE STATION #5447 <br /> PRAND <br /> WRAP <br /> 1469 E. HAMMER LANE <br /> Cq a o VENT RISER 12' <br /> rn CALIFORNIA <br /> ) z \ ABOVE FINISH <br /> GRADE WITH STOCKTON <br /> i m <br /> CATHOTIC TAPE <br /> o FINISH GRADE <br /> x <br /> o N 89' 05' 20" W 146.49' (EXISTING) <br /> oM <br /> 57' 52" -- -..- ocoP -f� <br /> L-10.11' SIDEWALK <br /> N N EI CH=N 14. 36' 24" W 2" BELLxFEMALE - 2"0 STEEL COUPLER <br /> 10.0 11 ps 0 B <br /> FIBERGLASS � <br /> THREADED ADAPTER <br /> N N -- ---- �-L1nPjARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES <br /> M <br /> NORTH H 650 HOWE AVE. STE. 504 SACRAMENTO, CA 95825 (916) 646-4003 <br /> s 3"X36" ISOLATION BOOThrww�����Iuuu1 GROUP INC BRIAN F. ZITA, ARCHITECT JAMESH. RAY, CIVIL ENGINEER <br /> is 0 5 10 20 30 40 2"0 FIBERGLASS WITH REDUCER DONUTS-ENVIRON <br /> I- TANK VENT UNE- <br /> OR APPROVED EQUAL RHL REVIEW INIITAL DATE DATE: 24JAN03 <br /> w MATCH EXISTING PRELIMINARY <br /> m a CONNECTOR-TITEFLEX PLANNING DR: BY- <br /> o a MANUFACTURER 2'X24' MXMS FLEXIBLE -Y <br /> Li. IL <br /> E. HAMMER LANE BLDG PERMIT OR APPROVED EQUAL STEEL BID <br /> APPR.: <br /> .4 A it <br /> ° SCALE: 1"=10'-O" GENERAL BID <br /> Z RHL.q 3997.20 <br /> C, A13 PERMIT.REVS <br /> CONNECTION AT VENT RISER CONSTRUCTION SHEET <br /> Q Do not use drawing <br /> f A 1.1 <br /> � NTS for construction <br /> unless initialed <br /> 1 2 3 4 '' 5 6 ' 7 8 9 10 11 12 13 14 15 16 17 18 <br />