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<br /> — — PIPING NOTES KEY NOTES
<br /> —' DIV\SR\SHEETS\PIPING\PIPENOTE19951024.125057 \0IV\5R\SHEETS\PIPING\P1-KNOTE
<br /> 1. PIPING SHOWN 5CHEMATICALLY. CONTRACTOR SHALL INSTALL PIPING 0.0 M
<br /> M PER FIELD CONDITIONS NTH CHEVRON REPRESENTATIVE'S APPROVAL.
<br /> 2. ANY UNDERGROUND UTILITIES CROSSING SITE SHALL NOT CROSS OVER UNDER DNIBION 13-BPE IN.CONBif%1CTION
<br /> PRODUCT, VAPOR OR VENT PIPING. IF A CONFLICT IS ANTICIPATED NOTIFY
<br /> CHEVRON REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. 13.1 (E) 10,000 GALLON DOUBLE WALL FRP FUEL STORAGE TANK (TYP. OF 3)
<br /> WITH
<br /> BENJAMIN HOLT DRIVE 3. ALL PRODUCT, VENT AND VAPOR RETURN LINES SHALL SLOPE 1/4' PER WAY (N) MONITOR SYSTEM, SEE F SHEETS
<br /> FOOT UPWARD FROM TANK (1/8' PER FOOT MIN.) 13 13.3 VENT.2 VENT VISTA MPD 590 MULTI FOR RISER SUPPORT DETAIL
<br /> 4. SEE SHEET L-2 FOR IRRIGATION PIPING PLAN,
<br /> 5, CONTRACTOR TO PROVIDE SEWER SYSTEM AND STORM DRAIN DNES NTH
<br /> CLEAN-OUTS WHERE REQUIRED BY LOCAL MUNICIPALITY,
<br /> 6. STUB UP PVC IRRIGATION SLEEVES AND STUB UP & CAP IRRIGATION WATER
<br /> L LINES MIN. 12' FROM BACK OF CURB AND MIN, I8' DEEP. L
<br /> 7, SANITARY SEWER PIPING UNDER BUILDINGS AND TO 5' BEYOND BUILDINGS SHALL / ' ��e-'--
<br /> BE HUBLESS CAST IRON AND FITTINGS IN ACCORDANCE WITH IAPMO-IS-6A2.
<br /> SDR-35-PVC SHALL BE USED UNLESS OTHERWISE NOTED. MIN. SLOPE ON ALL !L� `
<br /> pGE PIPING IS 1/4' PER FOOT. - X7 P
<br /> ❑ --_ _ _ --_ _ __ --- 8. STORM DRAIN PIPING SHALL O SOR-35-PVC UNLESS O TS AT
<br /> NOTED. MIN. I" c` U� _
<br /> 171 .65 R=30.00' SLOPE IS 1/4" PER FOOT, PROVIDE TWO-WAY CLEAN-OUTS AT ALL CANOPY AND
<br /> - N 69' 35' 30'�E \ ,=92'31 '30 OR BUILDING DOWNSPOUTS.
<br /> \ L=48.45'
<br /> m 9. FOR BID PURPOSES ONLY, CONTRACTOR IS TO ASSUME A TANK BURIAL
<br /> _ �.. DEPTH OF 7'-0* TO TOP OF TANK CONTRACTOR TO DETERMINE ACTUAL I 1
<br /> ELEVATIONS AND REQUIRED TANK BURIAL DEPTH WITHIN CUSA (� T�.S �U7 �J-
<br /> GUIDELINES PRIOR TO CONSTRUCTION. �I�Viw.-{ ),T YT e- , K
<br /> 10. PLUMBING DESIGN BASED ON . PSI AT CITY'S WATER MAIN. IF DISCREPANCY
<br /> EXISTS BETWEEN WATER PRESSURE TESTED ON-SITE AND THAT NOTED ON /
<br /> - - - - - - -` - - PLANS, CONTRACTOR SHALL IMMEDIATELY NOTIFY CHEVRON REPRESENTATIVE
<br /> TF( AND ROBERT H, LEE AND ASSOCIATES, INC.
<br /> 1 ®
<br /> 11. GENERAL CONTRACTOR SHALL PROVIDE ALL PLUMBING CONNECTIONS BETWEEN
<br /> PREFABRICATED MODULES CT DESIGNED IN THE STEEL FABRICATORS DRAWINGS
<br /> AND ALL PLUMBING CONNECTIONS OF THE MODULAR BUILDING LINE.
<br /> I I�S/�rz:fVl+. Yw IP
<br /> 12. ALL NEW AND EXISTING MONITORING WELLS SHALL BE FITTED WITH A MONITOR
<br /> L - - i WELL PLUG BY SHAW AERO DEVELOPMENT, INC.
<br /> J I I ® (813-643-3310 OR 800-997-7429) d V
<br /> 150)
<br /> 1 7, v
<br /> O, FF1 ,O a� � ' L a4r
<br /> I 1 u 5 I RECEIVES
<br /> — - - - - - - - R - - - -
<br /> I � NOV 2 4 199
<br /> I I ENVIROWENTAI.HEALTH
<br /> 3.1 RI: ES
<br /> RPAIT/SERVIC
<br /> U
<br /> S
<br /> SAN JO ,�t"TCU'UAY ` a
<br /> Q n 1 I ^ co W ENV.RONAIEtJ f AI HEALTH DIVISION
<br /> A O 304 E. Vlab rA o. T`?,1 Fluor f
<br /> / P.O. Box 388, SIDCklon, CA 95201-0388
<br /> o I /
<br /> / I Z Phone: (209) 4cd-3420
<br /> t E3 D2 W
<br /> OA�P vad
<br /> — — Q PIPING LEGEND m'AAProved with Changes: See Remarks
<br /> C O � �� O ❑Disapproved: See nornaTka
<br /> U- — — DIV UVLCA@ LEGEND\0260L01C 19960342.0]4328 "T'(
<br /> fl,. . U \ \ Remarks_ . ` zt_ ��'.
<br /> Z I 1 O � f / %/ �N,o / /j ^ \ - - - - - - - S � i!T`c„(�y: ` �---�� ' F
<br /> F i I ® / J��,P / / - U U UNLEADED PRODUCT, DOUBLE WALL F.R.P., --
<br /> SLOPE TOWARD TANKS
<br /> / / u s Dy —/.
<br /> - VR- - ' -J P PLUS PRODUCT, DOUBLE WALL F.R.P., Date_, -Z° /�
<br /> 1 Q / SLOPE TOWARD TANKS
<br /> O 0 J / Pogo / / I o Approval of these plans extends only to that
<br /> s SUPREME Wwhich is shown and do:,cribod hereon but
<br /> �
<br /> w SLOPE TOWARDARD TANKS Do eLE WALL FR.P, does not authorize or approve any omission
<br /> J qD DIESELSLOPPRODUCTTADOKSLE/ SINGLE WALL F.R P or deviation of requirements of State laws or
<br /> I — — — — — — — — 0 \ // /� oTOWARD Local Ordinances.
<br /> DO
<br /> I / �\ VR O - -V - - VENT, DOUBLE/SINGLE WALL F.R.P.,
<br /> d I / �� / / sl SLOPE TOWARD TANKS E
<br /> E E / \ / U I - - - VR - - - VAPOR, DOUBLE/SINGLE WALL F,R.P.,
<br /> ` I / SLOPE TOWARD$ UNLEADED TANK
<br /> I / V O - - T) (r� •O I N A 1/2" COPPER TYPE 'L' AIR LINE
<br /> RAllL — —
<br /> / ® L - - - _- __ - VR - - - _ DW COPPER TYPE 'L' DOMESTIC WATER LINE, SIZE AS NOTED
<br /> I 013.3 / U S
<br /> YW COPPER TYPE 'L"YARD WATER UNE. SIZE AS NOTED - -
<br /> SD STORMDRAIN, SOR-35 PVC, SIZE AS NOTED
<br /> U 1
<br /> N 55 SANITARY SEWER, SDR-35 PVC. SIZE AS NOTED D
<br /> SCH 40 PVC IRRIGATION SLEEVE a ---
<br /> i STUB UP 18'
<br /> BEHIND CURB. SIZE AS NOTED - —'--- -_-
<br /> MARK DATE REVI810N8 INRIAL
<br /> IE INVERT ELEVATION
<br /> 0 1 TG TOP Of GRATE ELEVATION
<br /> N PIPING PLAN
<br /> oi — — — r — — — _ — — S 72- 07' 00" IN 197.03' — — —�— — — — — _ — — — - TS TOP OF SLAB
<br /> CO CLEAN OUT TO GRADE 9_6171 C
<br /> 72.700"E 15.7 10- 1 0 DS DOWN SPOUT 6633 PACIFIC AVENUE
<br /> — 1 STOCKTON, CALIFORNIA
<br /> MW 0 MONITORING WELL.
<br /> � P.O.C. �- POINT OF CONNECTION
<br /> I s e 4 .1
<br /> MULTIPRODUCT DISPENSER Ch t
<br /> V
<br /> 3 � VENT RISER
<br /> o E -►-h SHUT-OFF VALVE 6
<br /> N
<br /> N
<br /> ® CATCH BASIN/DROP INLET ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES
<br /> 00
<br /> 1137 N. MCDOWELL BLVD. PETALUMA, CA 94954 (707) 765-1660
<br /> N TURNING STRUCTURE 0I ? INC JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER
<br /> M
<br /> WATER MAIN I RML REVIEININRIAL ' DATE OA1F: 20NOV97
<br /> PRELIMINARY
<br /> BACKFLOW PREVENTOR PLANNING OR. BY: Y
<br /> NORTH 0 5 10 20 30 40 © STEEL DID
<br /> i
<br /> 0 ,A Q F.R.P. FIBERGLASS REINFORCED PIPE GENERAL BID .
<br /> \\\V\ BLDG PERMIT APPRA
<br /> Z
<br /> �/ L
<br /> (\\�%...J SHL T 8493.217
<br /> PERMIT REVS SHEET I'
<br /> Z coNsrRucnoN
<br /> Do not usa Crowing
<br /> Q SC�At F: 1"= 10' 0" for co Irlrucllon
<br /> for conedtla!ed
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