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GENERAL NOTES - KEY NOTES - a
<br /> (E) YARD UGHT PROTECT (E MONITORING OIMION S2 -� SITE WORK
<br /> WELL IN PLACE 1. ALL PIPING RUNS ARE SHOWN SCHEMATICALLY, THE BEST ROUTE SHOULD BE O
<br /> PP W/ GUYS (Z) DETERMINED IN THE FIELD AND INSTALLED ACCORDING TO NATIONAL, STATE AND 2.1 REMOVE AND DISPOSE OF (E) GASOLINE (SAND, DISPENSERS, LIGHTS, AND CL "1
<br /> LOCAL REQUIREMENTS, VENT RISERS. O a�
<br /> \ 2. THIS DRAWING DOES NOT INDICATE THE LOCATION OF ALL EXISnNG UNDERGROUND p SAWCOT, REMOVE AND DISPOSE OF (E) TANK/DRIVE SLAB, FIELD VERIFY IPIPING, ELECTRICAL CONDUITS AND UTILITY LINES, AND THOSE SHOWN ARE NOT V
<br /> a Q NECESSARILY IN THE LOCATION SHOWN, THEREFORE, IT IS NECESSARY TO LOCATION OF (E) SLAB.
<br /> d EXERCISE CAUTION IN EXCAVATION FOR TANKS OR TRENCHES 70 ASSURE THAT AGE
<br /> 23 RANKS (TYP OFOVE AND 3) AND ALLOSE OF )RE AGED PRODUCTEVAPOR RECOVERY,UNDERGROUND d
<br /> r - EXISTING LINES ARE NOT DAMAGED. _ Z `a
<br /> PIPING, AND APPURTENANCES.
<br /> 3. ALL WORK IN FIELD SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING
<br /> APPLICABLE NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REQUIREMENTS, 2.4 REMOVE (E) 138° DRIVEWAY. INSTALL 338 L.F. CONCRETE CURB. GUTTER py
<br /> ETC. ARE SPECIFICALLY SHOWN ON ORAWINGS ANq/OR CALLED FOR IN AND SIDEWALK. MATCH (E) GRADES.
<br /> SPECIFICATIONS. ALL COO LISTED A5 CURITEN7, EDITIONS OF THOSE 2.g REMOVE (E) 138' DRIVEWAY. INSTALL (N) 30' DRIVEWAY PER CITY STANDARD O .
<br /> PRESENTLY IN USE BY GOVERNING
<br /> G AGENCIES, DRAWING N0. 38.
<br /> (N PUMP u.,3 _ `�-( es 7-ELEVEN BUILDING - UNIFORM BUILDING CODE 28 INSTALL (N) 138 L.F, x 8' CONCR€7E BARRIER CURB. SEE DETAIL, THIS co
<br /> I 13.7 13.8 v , ELECTRICAL - NATIONAL ELECTRICAL CODE SHEET.
<br /> 4501 N, PERSHING AVE, MECHANICAL - UNIFORM MECHANICAL CODE
<br /> Wr j STOCKTON, CA PLUMBING - UNIFORM PLUMBING CODE 2.7 REPAIR/REPLACE (E) CONCRETE VEE-GUTTER AS REWIRED BY (N) WORK
<br /> 1 31' FIRE - UNIFORM FIRE CODE, CITY FIRE DEPT. MATCH (E) GRADES.
<br /> Z I (N) VENT RISERS 13.14 8.1 ACCESS - 1994 UBC
<br /> ' I , I I HEALTH - CITY HEALTH AND SAFETY CODE
<br /> (N) GUACE 13.2 (E) SERVICE RISER 18.3 _ HAZARDOUS - LOCAL ENVIRONMENTAL HEALTH DEPT. REQUIREMENTS NOTE: SEE SOUTHAND ENGINEER FOR DISPOSITION OF EXCESS EQUIPMENT.
<br /> 92 1 F(OA7 ON ROOF MATERIALS - LOCAL FIRE DEPT., COMMUNITY DEVELOPMENT DEPT,
<br /> 1 1312 1 I t I AIR POLLUTION - CITY HEALTH AND SAFETY CODE Dills" 3 - CONCRETE
<br /> (E) ELEC. PANEL , 4. CONTRACTOR TO PERFORM TANK AND LINE TEST AS REQUIRED BY LOCAL F
<br /> L^ JURISOICTONS AFTER LAYING FINISH GRADING OR CONCRETE $ABS ON TANKS 3.1 INSTALL DOG BONE ISLANDS 1WTH RAISED ENDS. SIZE 4'-0" X 8'-0'
<br /> O S I I AND PETROLEUM TRENCHES. CONTACT HEALTH DEPARTMENT FORTY-EIGHT (TYP OF 2) SEE SHEET G-8
<br /> .4, I S 1 �� ;tt i (E EMS 20 (48) HOURS PRIOR TO TEST. 3.2 INSTALL 8' THICK REINFORCED CONCRETE DRIVE SAB W//3 REBAR 0 18"
<br /> 13.5 . I MONITOR G SYSTE O.C. EACH WAV (1676S.F.) SEE SHEET q-G FOR SLAB DIMENSIONS.
<br /> S. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS
<br /> W N) FILL 13.8 I
<br /> ARE BASED ON THE BEST INFORMATION AVAILABLE; HOWEVER. THE CITY AND THE 3.3
<br /> INSTALL 8' THICK CONCRETE TANK SAB W/M3 REBAR O 12' 0.C(11251S.F.)
<br /> ENGINEER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION REFER TO SHEET G-2 FOR CONCRETE DETAILS, AND SLAB DIMENSIONS.
<br /> Q
<br /> SHOWN, OR FOR THE INADVERTENT OMISSION OF ANY SUCH INFORMATION, THE _1
<br /> (E) E.S.O 18.4 CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES AND OTHER 34 PATCH NEW ASPHALT AROUND NEW CONCRETE SLAB AS NECESSARY TO CL
<br /> t CONTRACTORS WORKING WITHIN THE LIMITS OF THIS PROJECT, THE CONTRACTOR MATCH EXISTING.
<br /> SHALL CONTACT UNDERGROUND SERVICE ALERT USA) AT (800) 642-2444 AT 3.5 BACKFILL, COMPACT AND INSTALL (N) ASPHALT CONCRETE PAVING PER
<br /> LEAST TI HOURS PRIOR TO O PROTECT
<br /> 'WORK. TH CONTRACTOR SHALL TONE SOU THAND SPEgFlCATONS IN AREA OF EXCAVATION. SEE DETAIL, THIS W
<br /> 4 PRECAUTIONARY MEASURES N PROTECT THESE EN TIES, THE CONTRACTOR SHEET. MATCH (E) GRADES. I-
<br /> Q M O I I 1311 _
<br /> SHALL 00 NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN
<br /> NOTIFIED AND HAVE BEEN OVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN 3.6 DOWELLED EXPANSION JOINT, SEE DETAIL THIS SHEET. 0
<br /> 0! 1 THE FIELD.
<br /> i� m 6. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, !
<br /> ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON 'A" 8 - METALS
<br /> O '�'/ 13.338 g•j SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE
<br /> EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR 5.1 INSTALL (N) 24'x24' CANOPY. SEE SHEET Oil AND CANOPY DRAWINGS.
<br /> Y 9.3 10.2 3.2 3.4 SHALL NOnFY THE ARCHITECT IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT
<br /> W 3.1 VRUJI
<br /> HE NEW IInUTY SERVICE WILL MEET THE INDICATED PIPE SLOPES. w" g- nNIISHEs -J
<br /> 10.1 16.2
<br /> + _ 7. GASOLINE TANK. PUMP AND SERVICE AREA SHALL COMPLY WITH APPUCABLE
<br /> -- - SECTIONS OF THE UNIFORM BUILDING CODE AND ODE. 9.+ PAINT ISLAND, MANHOLES, LIGHT POLES AND AREA LIGHTS -CITGO BRONZE-.
<br /> �JJ Q COLUMN RE-STRIPE PARKING AS NECESSARY Y NEW WORK.
<br /> 3.1 9.1 CIN FIRE C
<br /> 9,2 E E 0 L~1J
<br /> 3.5
<br /> 2 1 9.3 PAINT CITGO LOGO CANS 'POLAR WHITE' BEFORE INSTALLATION. CL
<br /> 3.5
<br /> E�`p 7 X \\
<br /> - r 22 (E) a aMsoN To- SPECIALTIES
<br /> N - 1 - - - _ I YARD LIGHT
<br /> (E) AIR/WATER / 2.3 \ 10.1 INSTALL MERCHANDISE SPANDRELS (TYP OF 2). SEE SHEET Gil.
<br /> ' � -,.,y' 1 Y TYPE '8' A.C. OVER 3'
<br /> P _ - _ - _ - CLASS II AS 102 INSTALL 3TGO LOGO SIGN CANS (TYP OF 4), SEE SHEET Gil. \�i
<br /> - - - FUNR R/W
<br /> IS DIMS ION 113 - SPECIAL CONSTRUCTION (PETRI ItW)
<br /> (E) PLANTER 13.1 INSTALL 38" GILBARCO SUMUNE MULTI-PRODUCT DISPENSER WITH DISPENSER O 0 LL
<br /> 1 I (E) YARD LIGHT
<br /> I SUMP AND INTERNAL BLENDER UNIT. CONNECT TO PRODUCT AND VAPOR
<br /> )I RECOVERY PIPING PER MANUFACTURER'S SPECIFICATIONS. (TYP OF 2) SEE 2 d 4/
<br /> (E) PRICE SICK LJ •� t SHEET G-8 �JX�'b RPh
<br /> TO REMAIN - - - - - - - - '" _ _ (E) PLANTER (V a 13.2 INSTALL (2) 10,000 GALLON DOUBLE-WALL TOTAL CONTAINMENT TANKS, '
<br /> "-� - - - - -_- INSTALL DEADMAN ANCHORS REGARDLESS OF GROUNDWATER PRESENCE.
<br /> . SEE SHEETS G-g AND FSP-2. NOTE 3.7.
<br /> 2 7 ' ENGINEERED FILL PER +33 1-1/2" DOUBLE WALL ENVIROFLEX PRODUCT PIPING. SEE SHEET G-11 ,t W
<br /> (E) PHONES II 2.8 F( SOUTHLAN9
<br /> 1,.SPECIFICATIONS
<br /> M
<br /> SANJQst2C6fdC0tiN i T9 3.4 2• FIBERGLASS STAGE 11 VAPOR RECOVERY PIPING. SLOPE 1/8" PER FOOT
<br /> �I TOWARD REGULAR UNLEADED TANK. SEE SHEET G-11. n IJ
<br /> ENVISONMENYALHEALTHDTVI 10�) h. ( "L 3.5 INSTALL (N) 2 S SINGLE-WALL VENT UNES.SLOPE 1/8" PER Q W
<br /> 304 E. Weber Ave.Third For FOOT TOWARDS TANKS.NKS, SEE
<br /> SHEET G-11.
<br /> P.O. Box 333,Stockton,CA 95201-0388 V -- A.C. PAVING SECTION
<br /> PhonB: (209) 4 8-3420 NTS J.8 38"'SUBMERGED PUMP MANHOLE AN%SUMP. (TYP OF 2) SEE SHEET C-7 V :E 0
<br /> 2.4 a 13 7
<br /> SEE SHEET HP SUBMERGED PUMP AND SUMP SENSOR. (TW OF 2) IQ W U
<br /> 11,2, ^` �tOv, SL 3 „�}. G• 2
<br /> f.- Rpproved With changes: See Remarks (E) 38° DRIVEWAY \ .�r,})V 13.8 42' SUMP AND MANHOLE (TYP OF 2). SEE SHEET G-5. W Q
<br /> t5 (E) 38' DRIVEWAY q
<br /> L.V D15:lp;JrOVed: Bee Roma S ) a TO BE CLOSED O 13.9 DUAL POINT STAGE I VAPOR RECOVERY. SEE SHEET 0-5 L1 Z
<br /> -L-•LY/_Y,�/��1us¢.p w TO REMAIN 10 J 0 �-
<br /> 13FILL RISER ASSEMBLY WITH OVERFILL PROTECTION AND OVERSPILL I O W
<br /> •` V t1 , 1.�• jw w CONTAINMENT. SEE SHEET G-5 n V) Fa_
<br /> -- $ 00 '� REIN ORCED CONCRETE DRIVE 13.11 TANK INTERSTICE MONITOR. SEE SHEET G-5.
<br /> --.e-75.r1[� .._._fly V v1 SLg W/ AW BARS
<br /> Daw
<br /> � � X 18' O.C, EACH WAV 3.12 AU AT1C TANK GAUGE WITH 24' MANHOLE, SEE SHEET G-S
<br /> PTI Iroval of these plans extends only to that � � 3 N) ECTRONIC LINE LEAK DETECTORS AND CONNECT T (E) E
<br /> V f IC 1 IS Sl1C+Sv 11 SITU' CI8 1'flli^1Vhoraon but fVAJ o EP UM NG SYSTEM. FIELD-VERIFY EXACT LOCATION (& +
<br /> 1r5/1 B /f4' OE PEIRCLE O MONIT OF E TOEING
<br /> d i net a 1011 IIZO OT al^UrOV , , / f`I^ '=»Utl - C'/I- UNE FLEX
<br /> g• `- g' RESISTANT SEALANT, BURKE S
<br /> ,
<br /> IJ7 MIH. MIN. U-SEAL ,y3204 OR EQUAL 13.14 INSTALL 2 (N) VENT RISERS. CONNECT TO (N) VENT S WITH
<br /> Local Or :inanC.,S. TOOLED TO 1/4" RADIUS IF CONNECTORS AND FLEX BOOTS. SEE SHEET G-11.
<br /> N P E R S H ING AVENUE PACKER INSERT IS NOT USED
<br /> BACKER ROD PER aN5104 Id - ELECTRICAL
<br /> y MANUFACTURER'S SPECS.
<br /> 3t, 78.1 INSTALL (N) ELECTRICAL CONDUITS FROM PUMP ISLANDS, CANOPY COUMNS
<br /> E i_ I-, t4 STEEL DOWELS 0 1B' AND TANKS TO WIRING TROUGHS IN BUILDING. PULL (N) CONDUCTORS FROM
<br /> DISPENSERS TO ELECTRICAL PANEL AREA. CONNECT TO (E) PANEL AND
<br /> I-• - I =TI I - O.C. CORE DRILL INTO -1LEAK DETECTION SYSTEM. SEE SHEET FE & FE-2
<br /> (E) SLAB AND SECURE
<br /> NORTH DOOWEL VATFI EPDXY 18.2 INSTALL 3M INTERCOM SYSTEM WITH 2 SPEAKERS. SEE SHEETS FE-1 & Gil.
<br /> � 0 5 10 20 30 40
<br /> WHERE
<br /> OCCURS AND FE-2.
<br /> E-
<br /> E C SAB 16.3 HOOK ALL EXTERIOR LIGHTS TO SINGLE PHOTO-CELL. SEE SHEETS FE-1
<br /> PIPING LEGEND WHERE OE-2.
<br /> INDEX OF DRAWINGS
<br /> p COMPACTED SUB-BASE
<br /> N 16.4 (E) EMERGENCY SHUT-OFF SWITCH. INSTALL (N) COVER AND SIGNAGE
<br /> %:7=mr7 SD-3 PETROLEUM SITE PAN AS NECESSARY. SEE SHEET FE-1.
<br /> B Gil CANOPY AND FUEL ISLAND
<br /> G-2 SLAB AND TANK DETAILS ----87 REGULAR UNLEADED PRODUCT PIPING NOTE: ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C. ARTICLE 514 (1993
<br /> EDITION)
<br /> SCALE 1•-10°-O" G-5 TANK DETAILS
<br /> N G-8 ISLAND/DISPENSER DETAILS TYPICAL DOWELLED EXPANSION JOINT DETAIL
<br /> G-11 PIPING LAYOUSS FOR BALANCE SYSTEM AND VAPOR VAC (RETROFIT) 89 MIDGRADE UNLEADED PRODUCT PIPING
<br /> �,. •! ++ FE-1 ELECTRICAL DETAILS NTS
<br /> FE-2 AUTOMATION DETAILS
<br /> {..,:, 92 PREMIUM UNLEADED PRODUCT PIPING
<br /> O
<br /> DIVISION 16 - ELECTRICAL TESTING
<br /> oa �999 CS-1 CANOPY FOUNDATION - PLAN & SPECIFICATIONS
<br /> JUN � T\4;ALCYt CS-2 REFLECTED CIEUNG PLAN & ROOF FRAMING PLAN
<br /> 0
<br /> z G�vvku�l E 5ERv1G�' CS-3 CANOPY ELEVATIONS & CROSS SECTIONS - V - - VENT, SINGLE WALL F.R.P.
<br /> 1. TEST THE EXISTING CURRENT DRAW FOR THE MAIN SERVICE AND RECORD.
<br /> CS-4 CANOPY FRAMING DETAILS - -
<br /> FSP-1 SPECIFICATIONS - VR - - - VAPOR, SINGLE WALL F.R.P. 2. LEST THE , AND G CURRENT DRAW FOR THE MAIN SERVICE WITH ALL EXTERIOR
<br /> SECTION I - GENERAL CONDITIONS �` 8' 2" LIGHTS ON, AND RECORD. DATE:
<br /> SECTION 11 - INSPECTIONS /.GENERAL TESTING -' _-�'� 3/15/98
<br /> NEW CONCRETE 3 LOADS BENGUUSED UPON ARPANEL AND RIVAL. THE CURRENT DRAW BASED ON THE ACTUAL
<br /> FSP-2 SPECIFICATIONS PROJECT NOt
<br /> SECTION III - EARTH WORK 4. IF SUBPANEL CURRENT DRAW INDICATES THAT ADDITIONAL LOAD MAY BE APPUED,
<br /> (E) A.C. 'y R=1/2' 3010.20
<br /> SECTION IN - TANK INSTALLATION THEN USE SPACE AVAILABLE, iF SPACE IS NOT AVAILABLE, INVESTIGATE INTO
<br /> FSP-3 SPECIFICATIONS NEW A.C. PAVING RELOCATING EXISTING CIRCUITS TO MAKE SPACE AVAILABLE, IF UNABLE TO
<br /> SECTION V - CONCRETE RELOCATE CIRCUITS, PROVIDE COST 10 ADD ADDITIONAL PANEL AND FEED FROM DRAWN►SUBPANEL. KBB
<br /> SECTION N - PIPING PLACE EPDXY BETWEEN
<br /> SECTION VII - ELECTRICAL WORK PPS- POWER POLE (E) A.C. AND (N) CURB. 5, IF MAIN PANEL CURRENT DRAW IS AT THE MAXIMUM RATINO. THEN PROVIDE COST
<br /> TO UPGRADE SERVICE.
<br /> FSP-4 SPECIFICATIONS - _ APPRQVED:
<br /> A4 LONGITUDINAL BAR
<br /> BECTON NII - PAINTING 73MLH
<br /> SECTION IX - CANOPIES 0-p. TRAFFIC SIGNAL - - 84 DOWEL AT 4° O.C., r�t� II������ I� (�
<br /> FSP-5 SPECIFICATIONS - MIN. LENGTH 8' UV UV p LS D DRAWING
<br /> SECTION IX - CANOPIES (CONTINUED) BARRIER CURB DETAIL D D I
<br /> SL t ) STREET LIGHT ;.
<br /> /"� N,T.S
<br /> .0. FIRE HYDRANT JUN 4 199$
<br /> SD-3
<br />
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