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C A M B R I D G E D R I V E m <br /> z � <br /> m <br /> z <br /> -- - -- -- - <br /> w u <br /> �nma <br /> -- <br /> - -_-,---- - -- — W <br /> EXIST. DRIVEWAY z r <br /> Z m Ul <br /> m r <br /> L 3j42 EX'ST ANDSCAPE, -f't P �� �i/�i �! ,�' �/ / /,� / <br /> /� / , L // // / ///// ' �/ // ///: ;// %,� Qom <br /> / � / �/ 5 QQ000 <br /> L4 <br /> -- / G1�� " <br /> �- - j1 <br /> u40do i- <br /> i� N <br /> f, i IU <br /> - KEYNOTES <br /> 1. EXISTING UNDERGROUND STORAGE TANKS (UST6), TO REMAIN. DOUBLE-WALL STEEL TANKS W/ FIEENZ31-ASS REINFORCED PLASTIC (FRP.) JACKET BY <br /> MODERN WELDING. THREE (3) 20K GALLON TANKS W/ UNLEADED GASOLINE AND (I) 12K GALLON TANK W/ DIESEL. <br /> f - 2. EXI8TfNG (E) TANK VENT RISERS AND HASSTECH VAPOR RECOVERY SYSTEM, TO REMAIN. INSTALL NEW PCV VALVES AS REQUIRED ON GASOLINE <br /> TANK VENT RISERS. ju <br /> II i9 3. EXISTING PRODUCT, VENT AND VAPOR RECOVERY (VR) IN THE TANK AREA, TO REMAIN. PIPING IN THE TANK FIELD NOT SHOWN AND NOT PART OF z � _l <br /> TX <br /> W `9 <br /> THIS. WORK SCOPEQ <br /> Q <br /> LL <br /> 4,4. SAWCUT AND REMOVE PORTION OF TANK SLAB, A5 REQUIRED. REMOVE EXIST. FILL AND PHASE I vR DRYBREAK ASSEMBLIES, TYPICAL OF 3. W W = U ? N Q U <br /> / I i� J XZ3onW) <br /> F F 11{ <br /> STORE 5. INSTALL NEW F.RP. TANK COLLAR AND SUMPS AS REQUIRED ONTO EXISTING LISTS TYPICAL OF 4. � m U <br /> 7 PAVING, TY i CO <br /> EXIST. P NG, P � a_ O <br /> i z <br /> EXISTING i '� W 'j' m W � - 1-- <br /> �I I N <br /> 6, NEW TANK FILL ASSEMBLY W/ 5 GALLON (MIN.) FILL CONTAINMENT (4) AND PHASE I VAPOR RECOVERY AT GA50 IN TANKS (3 / NEW U ' � r .+ <br /> R L E J W IN E SMP W/ c� U <br /> F <br /> I// d EXIST. PAVING, TYP. ��/ NEW FLOAT SWITCH SUMP PROBE, AND LID ASSEMBLY. V { m "; q �I <br /> 4 IL <br /> 1, EXISTING TURBINE SUMPS, TO REMAIN, TYPICAL OF 4. <br /> 5. EXISTING AUTOMATIC TANK GAUGES W/ MANWAY, TYPICAL. UPGRADE GASOLINE ASSEMBLIES AS REQUIRED BY E.V.R STANDARDS. S mq <br /> m � <br /> B. EXISTING INTERSTITIAL MONITOR W/ MANWAY. REPLACE MANWAY AS REQUIRED TYPICAL. <br /> 0) iju <br /> v I/ y { ' !I j. 10. REPLACE PEA GRAVEL BACKFILL AND REPLACE CONCRETE TANK SLAB REMOVED FOR PROJECT. SLAB SHALL MATCH EXISTING (5" MIN. E z <br /> �/ THICKNESS) W/ 04 REBAR AT 15" BOTH WAYS, TYPICAL. W <br /> A/W / _U <br /> ,/ I /A 11. EXISTING VEEDER-ROOT MONITOR CONTROLS AND ALARM, W/ V15UAL 4 AUDIBLE ACCESSIBILITY. INSTALL NEW SYSTEM COMPONENTS FOR ADDED -� <br /> L-------- ---- ----- - -- - -- <br /> - - - <br /> - ----' SUMP PROBES, AS REQUIRED- <br /> i <br /> 12. SAWCUT 4 REMOVE PAVING AS REQUIRED. TRENCH AS NECE58ARY AND PROVIDE AND INSTALL NEW "HOMERUN" CONDUITS AND CONDUCTORS FROM <br /> EACH DISPENSER TO WIREWAY AT BUILDING, 3 CONDUITS PER DISPENSER, TYPICAL. BACKtILL CONDUIT TRENCHING AND REPLACE ASPHALT <br /> PAVING TO MATCH EXISTING, <br /> O I I . f 13. 5AWGUT 4 REMOVE EXISTING ISLANDS, BOLLARDS, DISPENSERS, UNDER DISPENSER CONTAINMENT (UDC), PIPING (PRODUCT 4 VAPOR), PORTION OF <br /> DRIVE SLAB AND DISPENSER CONDUITS IN THE ISLAND AREAS, TYPICAL. LU W <br /> 0 I / / - '�•� 14. INSTALL NEW CONTAINED PIPING (PRODUCT AND VAPOR) IN ISLAND AREA. SLOPE PIPING 1/5" PER FOOT, MINIMUM, BACK TO EXISTING PIPING W <br /> '� RI <br /> MANIFOLDS (NOT SHOWN). CONNECT EXISTING LOW AND MID GRADE GASOLINE MANIFOLDS IN THE ISLAND AREA. MINIMUM PRIMARY PIPING SHALL <br /> '4 MANIFOLDS <br /> BE 2"41 PRODUCT, 3"0 VR (21'6 OK TO SINGLE DISPENSER). <br /> 15. INSTALL NEW UNDER DISPENSER CONTAINMENT (UDC'S) AND SHEAR VALVE SYSTEMS, INSTALL NEW DISPENSERS. INSTALL SEAL-OFFS AS REQUIRED F- <br /> AND WIRE PER MNFR'S. INSTALLATION REQUIREMENTS. TYPICAL OF 12 (SAT 3-0, 4 AT 3.1). = Q m W <br /> T� / IS. INSTALL NEW BOLLARDS, TYPICAL. �- <br /> �� <br /> 11. INSTALL NEW ISLAND FORMS AROUND EXISTING CANOPY COLUMNS. MODIFY CANOPY DOWNSPOUT :i6 4EoUIRED. TYPICAL. - <br /> i� T f _ _N 0.21' E 26288' —�y-- < -- � . �. " �:d3 '3'� j �, / 15. REPLACE CONCRETE ISLAND AND DRIVE SLAB. COMPLY WITH ADA AND STATE ACCESS REQUIRE"'1ENTS. SLAB SHALL MATCH EXISTING, W/ 04 �......�® A.�.,�.,..�. <br /> �'i - - �' '� REBAR AT IS" BOTH WAYS, TYPICAL. <br /> 19. REPLACE EXISTING DISPENSER MANAGEMENT SYSTEM W/ NEW, AS REQUIRED. W <br /> /i ,. <br /> I _ <br /> i <br /> a0 GENERAL NOTES 02 z <br /> O O r' (' :3m <br /> A. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH UFC STANDARD 10-1AND A OTHERWISE U <br /> D RP ND S 7 ERWISE REQUIRED BY ARTICLE 19 ,Q <br /> I O 14 a ; '� IS 9 ` \` 1�-7" /'. (UFC 7901.5.3). MAINTAIN AT LEAST TWO PORTABLE FIRE EXTINGUISHERS (FE.) W/ A MINIMUM RATING OF 4-A,40-5,C AS SHOWN. THESE EXTINGUISHERS Q (L U <br /> 101 �/� TO BE AFFIXED TO A LOCATION ON A MOUNTING BRACKET OR IN A FIRE EXTINGUISHER CABINET. U -� <br /> / 1 lY <br /> 3 , B. A CLEARLY LABELED, MANUALLY OPERATED PUMP MASTER SWITCH SHALL 8E PROVIDED IN AN APPROVED LOCATION WAN 100 FEET, BUT NOT Qi :r Q <br /> NEARER THAN 20 FEET TO, ANY DISPENSER WHERE SUCH MASTER SWITCH 15 NOT VISIBLE FROM A;_L DISPENSERS THE LOCATION THEREOF SHALL '- I'- ,j) Q <br /> BE INDICATED BY APPROVED SIGNS. SIGNS IDENTIFYING THE PUMP MASTER SWITCH A <br /> GH 6H LL BE LABELED "EMERGENCY FUEL SHUTDOWN DEVICE". <br /> i <br /> A 13 15 (�' THE MASTER SWITCH ON ALL INDIVIDUAL PUMP CIRCUIT SWITCHES SHALL BE SET IN THE "OFF" POSITION BEFORE CL051NG THE STATION FOR BUSINESS <br /> I { <br /> AT ANY TIME. (UFC 5201-5.3) <br /> FUELING C. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND TESTED PER MANUFACTURER'S INSTRUCTIONS, APPLICABLE CODES AND STANDARDS, <br /> EXISTING, UPGRADED <br /> � /j m THE PLANS AND SPECIFICATIONS, AND LOCAL AGENCY REQUIREMENTS. <br /> I <br /> EXIST. PAVING, TYP. W D. TANK 4 DRIVE SLAB CONCRETE SHALL BE CAPABLE OF PASSING A MINIMUM COMPRESSIVE STRENGTH OF 2500 Dai AFTER 28 DAYS. EXPANSION <br /> r; <br /> � JOINTS AT DRIVE AND TANK SLABS SHALL BE SEALED W/ FUEL COMPATIBLE MATERIALS. <br /> .rte/ <br /> E. G.G. SHALL PAINT ALL EXPOSED METALS, UNLE58 PREFINISHED, W/ SUITABLE PAINT, APPROVED COLORS. <br /> 42 <br /> —2:77-7 <br /> ,71i <br /> j � <br /> A/W AIR / WATER UNIT <br /> 9 r F <br /> /. <br /> CO. SEWER CLEAN OUT PETROLEUM SHEET INDEX w <br /> CEJ EXISTING > <br /> ETR EXISTING, TO REMAIN <br /> EXT. EXTERIOR <br /> H A w RH. FIRE HYDRANT FET- PETROLEUM 51TE PLAN, NOTES <br /> �'7 ^ J.P. JOINT (POWER, PHONE) POLE w <br /> (N) NEW <br /> R ® 1 W w�mF v <br /> A D TYP. TYPICAL FET-2 PETROLEUM SYSTEM DETAILS J W Z O <br /> �Qh3W <br /> �_ XFR. ELECTRICAL TRANSFOF23 1I F- O F Q ' g ww , <br /> w _ <br /> 517E PLAN DEVELOPED FROM ASSESSOR MAPS AND FIELD Q. wp '� <br /> REVIEW. THIS ISNOT A SURVEY. 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