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<br /> UTILITY LEGEND KEY NOTES
<br /> M DW DOMESTIC WATER LINE TYPE AND SIZE AS NOTED.
<br /> CIMSION 13- gr&IA rvrv.o m
<br /> STORM DRAIN, SDR-35 PVC. SIZE AS NOTED.
<br /> 13.1 (N) 20,000 GAL. & (N) 15,000 GAL. 'XERXES" ORE. WALL FRP
<br /> SS SANITARY SEWER, SDR-35 PVC. SIZE AS NOTED. UNDERGROUND STORAGE TANK WITH (N) 2 H.P. TURBINE PUMPS, SPILL
<br /> CONTAINMENT AND MONITORING SYSTEM. REFER TO F SHEETS
<br /> 13.2 VENT RISER: REFER TO SHEET F-4 FOR RISER SUPPORT DETAIL
<br /> A AIR LINE. TYPE 'L' COPPER LINE. 13.3 PRODUCT PIPING SCHEMATIC. REFER TO F SHEETS
<br /> YW YARD WATER. TYPE AND SIZE AS NOTED 13.4 (N) MULTI-PRODUCT DISPENSER (TYP. OF 6), REFER TO SHEET F-4
<br /> 13.5 EMERGENCY SHUT-OFF SWITCH
<br /> L
<br /> IE INVERT ELEVATION
<br /> TG TOP OF GRATE OR COVER ELEVATION �� L
<br /> TO CO CLEAN OUT TO GRADE U
<br /> 1 O DS DOWN SPOUT
<br /> MW 0 MONITORING WELL.
<br /> P.O.C. ♦- POINT OF CONNECTION
<br /> K
<br /> MULTIPRODUCT DISPENSER
<br /> K
<br /> ® VENT RISER
<br /> 4- SHUT-OFF VALVE
<br /> DROP INLET
<br /> e, jj 'ta e M WATER METER
<br /> •ENVIRONMENJAQIA.LTM,QIVISION }
<br /> J 30�E WeberAve ThirdFlopr
<br /> 4 I - O Ba11388.Sla�ttdn GA 9=1-0388 BACKFLOW PREVENTOR
<br /> 1 p, q ,ApPROVE0SU8J C 0 FIRE HYDRANT
<br /> al, ❑ I � J
<br /> '.. .B OC1'21 vrel InpM I
<br /> G StIDnGe .. le . ., ❑ I
<br /> 3_ENBEOPAR ._0 l ... . _ . ._.._. _
<br /> UTILITY NOTES
<br /> Oat .;..0 so . o at
<br /> H
<br /> YOSEMITE AVENUE n<+d nsreQ b,
<br /> r •„t L IZe of approve an n- -
<br /> X 1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL RUNS. Hc L .t.I dl, '6tt Y gWfbrtiOnlS qt 51a}k +a
<br /> LCCaWS J. 2. INSTALL IRRIGATION SLEEVES MIN. 12" FROM BACK OF CURB AND MIN. 18" DEEP,
<br /> dilTancE3. - CAP ENDS.
<br /> $;;F!JJ.'tuJl14 G',jl,Yl f 3. PLUMBING DESIGN BASED ON MIN. PSI OF 58 PSI AT BACK OF EACH METER. W
<br /> .9
<br /> $89'59'49"E SIDEWALK ENVIRONMENTAL HEAL 1711 DIVISION PRESSURE TESTED AT THE BACK OF METER IS LESS THAN THE MIN. DESIGN VALUE
<br /> a 175.44 ., NOTED, CONTRACTOR SHALL IMMEDIATELY NOTIFY CLIENT REPRESENTATIVE
<br /> I
<br /> 304 E. Weber Ave.Turd Floor PIPING NOTES AND CONSULTANT
<br /> 'I° P.O. Box 3&° Sincn;vn,CA SS UI-0383
<br /> nm PLANTER ACCESS DRIVE PLANTER
<br /> 3 i / PhONa. (2G9)4W3-1420 4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE AN
<br /> APPROXIMATION OF THEIR ACTUAL LOCATION AND HAVE NOT BEEN INDEPENDENTLY
<br /> ❑Approved VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL
<br /> CO111&u. t6N/-1 1. PETROLEUM, SEWER, AIR AND WATER PIPING SHOWN SCHEMATICALLY: CONTRACTOR DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING Q
<br /> NmQ
<br /> 6 m WORK, AND AGREES TO 8E FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
<br /> us J iIyWppro ed: ;ieB ROR1aIk3 SHALL INSTALL PIPING PER FIELD CONDITIONS WITH CHEVRON REPRESENTATIVE'S WHICH MAY OCCUR DUE TO THE CONTRACTOR'S FAILURE TO PHYSICALLY LOCATE
<br /> y ❑Di;>NpprOYBd: See Renta;k3 APPROVAL. AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
<br /> 2. FOR BID PURPOSES ONLYCONTRACTOR IS TO ASSUME A NEW TANK BURIAL 5. THE CONTRACTOR SHALL CONTACT THE FOLLOWING, AS APPROPRIATE. TO INDICATE
<br /> m DEPTH OF 7'-0" HO TOP OF TANK, CONTRACTOR TO DETERMINE ACTUAL EXISTING UTILITIES AT LEAST 48' HOURS PRIOR TO BEGINNING WORK.
<br /> z� Hemark9--- „_.. -__._
<br /> ,
<br /> ELEVATIONS R U
<br /> NORTHERN CALIFORNIA. NEVADA AND HAWAII
<br /> 2a
<br /> GUIDELINES PRIOR OCONSTRUCTION BURIAL DEPTH WITHIN CHEVRON UNDERGROUND SERVICE ALERT (USA); (800) 842-2444
<br /> j, - - - -M- 3. ALL PRODUCT, VENT AND VAPOR RETURN LINES SHALL SLOPE 1/4" PER
<br /> Uaie Wry. --kir FOOT TOWARD TANK. LONE NOTIFICATIONS; (800) 245-4545
<br /> E v / \ 13.3 Y 4. SEE SHEET SEE IRRIGATION DRAWINGS FOR IRRIGATION PIPING PLAN. DIG TEST; (800) 344-8377
<br /> mm 00 O U - Approval Ot If12SB plans e?CtPinfI! On ;' t0 t ?t 5, SEE BUILDING DRAWINGS FOR BUILDING PLUMBING. TEXAS ONE; (800) 669-8344
<br /> UNLWED
<br /> i p I _ _ _ / ------�--- ---------- which Is showrt and de:S ;lbr d hereon hu'
<br /> I
<br /> x I r�-� I I I does not authorize Or IporoVo BOY P C. 6. A7 THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION,
<br /> ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON P
<br /> o F a or deviation ofre uiremonts of Staia luwa o:
<br /> Ct SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE
<br /> I 1 I LOCs11 Ordlnc'411i.35. EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR
<br /> g v o0 o p�EE} S I I su�( PIPING LEGEND
<br /> m r I� VR I I `�-� SHALL NOTIFY RHL IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE
<br /> �^ ^I I I ---I- lU I I 13.5 NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES.
<br /> uy AI V �__ ---VR-------- IJ V %t
<br /> 7. ALL WORK SHALL BE PER OSHA AND ALL NECESSARY APPLICABLE FEDERAL, STATE
<br /> I. Please provide FHS-EHD with the name O} AND LOCAL CODE REQUIREMENTS.
<br /> 8. THE CONTRACTOR SHALL SECURE ALL ENCROACHMENT PERMITS FROM ALL
<br /> S i Fl I �1 i the COtttfaCt01' t0 be ttSpr prior t0 U UNLEADED PRODUCT, DOUBLE WALL F.R.P. APPLICABLE AGENCIES BEFORE THE COMMENCEMENT OF WORK,
<br /> i I I II commencing work. The list provided with
<br /> 13.2 I I p PRODUCT PIPING
<br /> i& MIN.5'-0 - L_ �_ the permit includes Savidge COt75tl'llCtiott 9. THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE
<br /> MIN. which does not have an active Contractor's S SUPREME PRODUCT, DOUBLE WALL F.R.P. DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER
<br /> license. The contractor closed ninst have PRODUCT PIPING FIVE FEET IN DEPTH.
<br /> E B 134 - I an active license and active wor'ker's - - V - - VENT, SINGLE WALL F.R.P. PIPING 10. ALL WORK WITHIN THE EXISTING DRAINAGE DITCH SHALL BE SCHEDULED WHEN THE B
<br /> compensation insurance. FIVE DAY FORECAST DOES NOT INDICATE RAIN. THIS WORK SHALL BEGIN AND BE
<br /> 2. The tank system will be installed with -----VR-____ VAPOR RETURN LINE SINGLE WALL F.R.P.PIPING COMPLETED PRIOR TO ANY RAINFALL.
<br /> 0 0 pressurized Piping, not suction piping. If SLOPE TOWARDS UNLEADED TANK
<br /> 12 N I suction piping is to be used, additional F.R.P. FIBERGLASS REINFORCED PLASTIC
<br /> n
<br /> submitt
<br /> will be
<br /> r„ 3. All new submittals supercede the previously
<br /> i
<br /> a w wnaH submitted ones.
<br /> m 4. As buills of project most be provided before
<br /> o O a final permit to operate will be granted.
<br /> -E2- D Ir 23.5 I 5. Submit state form C for each tank system to
<br /> m 1.1. EIiD upon job completion. p
<br /> G. Automatic pump shutdown most satisfy all
<br /> J�
<br /> u
<br /> W^
<br /> Q \c:�' conditions listed in Title 23 763G IP VJ ® (g) of CCR
<br /> W I PARKING (TYP ) 7 +^
<br /> r Or at171tlal hue tightness testing will be 5/17/00 ISSUED FOR PERMIT
<br /> S „, _ requited. JRS
<br /> o -n O MARK DATE
<br /> o 7. All inspections to be scheduled at least 48 IREVISONs INIAL
<br /> N, Pleas `'tad"a't`e. YARD UTILITY AND FUEL
<br /> a n U N _ ____� S. Please contact the local Fire Department for
<br /> W f I G p g q PIPING PLAN
<br /> ernuttin re uu'enteuts.
<br /> 9. Attachments are part Of the plan and must
<br /> accompany plans on site.
<br /> mN I I N IO.Any changes in the information provided SS# 20-9167 C
<br /> k in must be submitted to EIID for approval YOSEMITE AND SPRECKLES
<br /> 4 o prior to commencing work. MANTECA, CA
<br /> ri o
<br /> o ` 'J = PLANTER CONVENIENCE STORE
<br /> ii TRASH 0 9. The tanks will require hold downs as
<br /> a; �ENCLOSUFR rn specified in the bouyancy calculations.
<br /> i --,>.;, IO.The overspill buckets for the product fill
<br /> must be a ntiniunan of 9 gallons and allow
<br /> Nfree product drain into the lank.
<br /> �\ I D I I.Please contactct the City Manteca for
<br /> 6 m B J ® approval of the oil/waterr separator attd Chevron
<br /> clarifier. B
<br /> 3 I I 12.This permit expires at the end of the
<br /> m I �\ calendar year.
<br /> =/ ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES
<br /> n m
<br /> C
<br /> s o _ SCALE: 1^=20'-D^ 7TPHL 1137 N. JOHNSON,
<br /> BLVD. PETALUMA. CA H. R , CIVIL
<br /> 765-1660
<br /> p PLANTER OPAw INC JOHN W. JOHNSON. ARCHITECT JAMES H. RAY, CML ENGINEER
<br /> 589'59.49"E RHREW
<br /> I- EVIINIAL DATE DATE: 21OCT99
<br /> - - 206.00 _ _
<br /> 4
<br /> a.' PRELIMINARY
<br /> i u
<br /> PLANNING
<br /> o p
<br /> ZSTEEL el0
<br /> BLDG PERMIT APPR %
<br /> GENERAL BID A
<br /> ZPERMIT REV'S RHL p 8165.31
<br /> 5
<br /> Q
<br /> CONSTRUCTION HET
<br /> Do not use drawing ��]
<br /> for construction V
<br /> unless initialed
<br /> d S R 7 R A 1r1 t1 19 9A 14 'IS 1R 17 1R
<br />
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