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1 2 1 3 4 5 6 1 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 16 1 17 1 18 LEGEND o o KEY NOTES --X y(-- -X F:\CPD\84721\LEGEND 40.00 w N000, 21' 36" W 127.95 T . TOP OF GRATE DIVISION 2 - SITE WORK LE. .INVERT ELEVATION 2.1 (E) WATER 1" METER TO REMAIN. (N) .NEW 2.2 FEBCO 825 - i" REDUCED PRESSURE BACKFLOW TO CITY STANDARDS (E) EXISTING 2.3 FEBCO 765 - 1-1/4" PRESSURE VACUUM BREAKER. . 2,4 POINT OF CONNECTION FOR IRRIGFATION SCH 40 PVC - 1-1/4" SIZE. 1 ® PROVIDE GATE VALVE TO LINE SIZE IN SEPARATE BOX. .UTILITY POLE 2,5 RECONNECT TO (E) WATER LINE. L 0WSOFOR (E) WATER SERVICE 2.6 WATER LINE PROTECT IN PLACE. 2.7 FOR CONNECTION TO WATER. SEE SHEET L-2. L CO .CLEAN OUT 2.8 COPPER AIR LINE FROM COMPRESSOR TO AIR DISPENSER. ® - 2.9 (E) SEWER LINE. PROTECT IN PLACE. .CATCH BASIN/TURNING STRUCTURE 210 (N) SCHEDULE 40 PVC IRRIGATION SLEEVE BY GENERAL CONTRACTOR. SEE SHEET L-2. A A I U - .UNLEADED PRODUCT LINE OIVI511'M 11 - EQUIPMENT COG P PLUS PRODUCT LINE 11,1 (N) AIR/WATER ISLAND. K � K _ A S SUPREME PRODUCT LINE DIVISION 13 - SPECIAL CONSTRUCPON G _ 13.1 (N) FRP UNDERGROUND FUEL STORAGE TANK (TYP. OF 3) - V VENT LINE 13,2 (N) PRODUCT PUMP (TYP. OF 3) , 15.4 I 28 _ - _� _ - - VAPOR RETURN LINE 13.3 (N) ANNULAR SPACE MONITOR (TYP. OF 3) (E) NATURAL 13.4 (N) TLM PROBE, FILL AND STAGE It VENT AND VAPOR RISERS GAS METER G - SD STORM DRAIN, 54E AS NOTED. 13,5 (N) VENT RISERS TO REPLACE (E) SEE SHEET F-i. J W z A -. G (E) GAS LINE BE REMOVED. 13,6 (N) WAYNE VISTA 390 MPD (TYP OF 6) FOLLOW ALL SAFETY ETY STANDARDS �J PER PG&E W 15 - MECHANICAL '(E) WATER LINE DIVISION- -'I ® 0 15.1 (N) PRODUCT PIPING SCHEMATIC ISEE "F" SHEETS FOR I . INSTALLATION DETAILS. '(E) SEWER LINE 15.2 (N) SINGLE WALL VENT PIPING. SS A (E) 1/2" AIR LINE COPPER TYPE "L" 15.1 (E) CANOPY COLUMN DOWNSPOUTS TO DRAIN ONTO (E) STORM _ 23 DRAIN SYSTEM. SS (N) SANITARY SEWER PIPING 15.4 (N) MECHANICAL UNIT. SEE SHEET BM-1, BM-2. 0 H ® ® 2 t0 H _ _ _ ___ C _ _ _ - � ' - 2" SCHEDULE 40 P.V IRRIGATION __ SLEEVES (STUB OUT 18" INSIDE PLANTER) i 0 CONTACTS N POWER\ELEC.\CAS COMPANY TELEPHONE COMPANY PACIFIC GAS & ELECTRIC PACIFIC BELL O Q W 55 EAST 10TH STREET 44 W. YOKUTS AVE. TRACY, CA 95376 STOCKTON. CA 95207 2.8 ATTN', BILL BRIDGES ATTN: SYLVIA SIMUNS I PHONE: (209) 836-0440 PHONE: (209) 474-4742 I I WATER COMPANY PUSUC WORKS SS CITY OF TRACY FINANCE DEPT. CITY OF TRACY PUBLIC 'WORKS 2 9 325 EAST 10TH STREET 520 TRACY BLVD. TRACY, CA 95376 TRACY, CA 95376 ATTN: KAREN SILVA ATTN: MR. ZABIH ZACA G 'a PHONE, (209) 835-2211 PHONE: (209) 836-4420 e SEWER FIRE F P I LE. 14,611 I E. 14.72 E 14.89 E 1506 ( in CITY OF TRACY PUBLIC WORKS CITY OF TRACY FIRE PREVENTION CO m 520 TRACY BLVD. 325 E. 10TH STREET _SD 34y4�® .005- SD 34' 4" ® ,005 CO (E) NATURAL 1 TRACY, CA ABIH TRACY, CA 95376 ROBIS I ATTN: MR. ZABIH -44 ATTN: BILL 9) 8 36- ' GAS PIPING PHONE: (209) 836-4420 PHONE: (209) 836-8059 I NI of I I _ _ PIPING NOTES I o I 1nI CO i CO I ®I CO 15.1 DIV/SP/DiL5/NOTES/0260NO2C E a) 50 15'3 ' I I 1. PETROLEUM, SEWER, AIR AND WATER PIPING SHOWN SCHEMATICALLY. CONTRACTOR E SHALL INSTALL PIPING PER FIELD CONDITIONS WITH CHEVRON REPRESENTATIVE'S U I VRI U( I APPROVAL mI I I P I S ( UI I P I 2. FOR BID PURPOSES ONLY, CONTRACTOR IS TO ASSUME A TANK BURIAL P N DEPTH OF 7'-0" TO TOP OF TANK. CONTRACTOR TO DETERMINE ACTUAL LE. 14.86 I IE. 1503 I I I.E. 15.20 ' S I G ELEVATIONS AND GUIDELINES RIORRTOUIRED TANK CONSTRUCTIONRIAL DEPTH WITHIN CUSA I I I 3 ALL PRODUCT, VENT AND VAPOR RETURN LINES SHALL SLOPE 1/4' PER Z I CO I CO I CO I FOOT UPWARD FROM TANK (1/8" PER FOOT MIN.) m oI I I 4 SEE SHEET L-2 FOR IRRIGATION PIPING PLAN, ®I I f>} 136 I I 5, CONTRACTOR TO PROVIDE SEWER SYSTEM AND STORM DRAIN LINES 'NTH dp I �I I I fat I I CLEAN-OUTS WHERE REQUIRED BY LOCAL MUNICIPALITY. D N 15S 6, STUB UP PVC'. IRRIGATION SLEEVES AND STUB UP & CAP IRRIGATION WATER _ - - - VR - - - - - - - 13.5 LINES MIN. 121" FROM BACK OF CURB AND MIN. 18" DEEP. 5 p S P i5.2 U U 7. SANITARY SEWER PIPING UNDER BUILDINGS (NEW OR REPLACED) AND TO 5' BEYOND I / \ I -< V BUILDINGS SHIALL BE HUBLESS CAST IRON AND FITTINGS IN ACCORDANCE WITH MARK DATE REVISIONS INIAL 1 - V IAPMO-IS-6A2. SDR-35-PVC SHALL BE USED UNLESS OTHERWISE NOTED. MIN. SLOPE ON ALL PIPING IS 1/4" PER FOOT. PIPING nI`^,: p n' to SO 13.2 S ! I I P I I I U Iyl W 8, STORM DRAIN PIPING SHALL BE SOR-35-PVC UNLESS OTHERWISE NOTED, YARD 1 II '1 •41 1 LA1 Y I/ I PROVIDE TWO WAY CLEAN-OUTS AT ALL CANOPY AND OR BUILDING DOWNSPOUTS. Ln I 9 PLUMBING DESIGN BASED ON 55 TO 65 PSI AT CITYS WATER MAIN, IF o C 13 a 21 I a / I KI j I DISCREPANCY EXISTS BETWEEN WATER PRESSURE TESTED ON-SITE AND 9_8284 C ,Jj I v ] VR VR Z VR THAT NOTED ON PLANS, CONTRACTOR SHALL IMMEDIATELY NOTIFY CHEVRON � I I o 1 REPRESENTATIVE AND ROBERT H. LEE AND ASSOCIATES, INC. 3775TRACYBLVD, V I I V I G 10, SEE SITE PLAN FOR DETAIL CALLOUTS. TRACY, CA. p1 131 I I I I ® I 71. SEE SHEET 3P-1 FOR BUILDING PLUMBING. o I j I i I 13.4 TG. 15 50 I S/ Chevron CO 0 I I (E) 4"� W 2.10 (E) I.E. NORTH Northwest Region - B LE. 73.73 1„ T.G. 14.75 Il B ` I.E. 13 83 I SS TO G. 115.50 Al - 2.3 G IE. 13.36 0 ^-} A-3 =-- ---------------- ROBERT H. LEE & ASSOCIATES, INC. 2 q ARCHIRECTIJRE ENdNEERINCi ENVIRONMENTAL BERVICEB 2d'b, SD 1137 NORTH McOOWELL BOULEVARD PETALUMA CA. 94954 (707) 765-1660 F JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CML ENGINEER 40.00' --- 00' 21' 36" E 127.95' RHL REVIEW INIAL DATE DATE: 10JUL95 LE. 13 36 SD PRELIMINARY d SO 2.1 (E) STORM DRAIN < -- (E) STORM DRAIN Al 01 22 LINE. CONNECT TO i 0 5 10 20 30 40 PLANNING OR, BY. N�"C y LINE. CONNECT TO Aq A-1 (N) CATCH BASIN STEEL 81D .� (N) TURNING STRUCTURE. APPR. 00 BLDG PERMIT Z A GENERAL 610 RHL 8740.10 PERMIT REVS A u SHEET TRACY BOULEVARD 9 Q CONSTRUCTION for col n r oleo w n P-1 SCALE' 7"=10'-0 uN construction a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18