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i EXISTING PAD MOUNT TRANSFORMER o\ oo E \ \ 6-60. SERVICE FOR SPRINKLERS TO ORIGINATE FROM THIS POINT. \ \ --------------- -----------------__ __--_ - --------- -- - ----- --------- - -- - - P ------------- ------------------ _ _ _ _ _ - - ----------------------------------------- - - _ — — — — — CON UIT & MAIN LINE FRO MED AN IS — _ -- — — — — — DIAG AM ATIC 3 - _ - _ W OODHAV EN I-ANE 138+00 0 _ — P . O . 139+00 uj 2" SLEEVE W/WIRE PULL CID 00 137+00 o W FOR ELECTRICAL. Lu r ' . 0 4 +0 135+00 136+00 ; 3' FROM 11 PAVERS TO RCV WIRE CONDUIT RCV WIRE CONDUIT - AL 1011w 0 --� s"ss 2" CONDUIT . . .; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q 10"�^� �� W/WIRE PULL ~ 1 - - - - - - e„ W . . . . . . . . . . . . . . . . . . . . . _ — — — — — ---- - - 0 — — — — — — 0_-- -------------------- — — - - — — — ------- _ — TELEPHO "GAS - U - - - - - - - - - - - - - - - - - - - ---- --- sv� .,e SERV OX5 --------- IC B 8 Z -- ---— ----- ------ SV°J„E '0` ”GASI' I Sv! „E I J l I I cr , IRRIGATION MAIN LINE SYSTEM LEGEND ,' L w l I W I I -15-3/4" . . . . . . . . . . . CROSSOVER MAIN LINE - DR -11 HDPE PIPE W/ PULL BOX - SIZE AS SHOWN D \ RCV WIRE CONDUIT CROSSOVER - 1-1/2" DR-11 HDPE PIPE W/ PULL BOX. �•�,� Q ELECTRICAL & TELEPHONE CONDUIT CROSSOVER - 2" DR-11 HDPE PIPE W/ PULL BOX. INTERLOCKING PAVERS P,p,C. POINT OF CONNECTION - CAPPED WATER CONNECTION IN THIS MEDIAN BASALITE "CLASSIC" �5 OR APPROVED EQUAL --60 mm P, 11)!' LINE FROM WATER MAIN TO MEDIAN - CAPPED CARMELCOASTAL"COLLECTION COLOR 2/ C. O. L. STD. PLAN - SEE PLANS (1-1/2" - STD. PLAN 412, CITY LAY EDGESTONE PAVERS IN A WILL INSTALL, RUNNING BOND PATTERN. & FULL PAVERS IN ALTERNATING NOTE: ALL PIPING AND CONDUITS ARE DIAGRAMMATIC AND SHALL BE SOLDIER COURSE. O BETWEEN MEDIANS PLACED BY DIRECTIONAL BORING. PAVERS SHALL HAVE A 2% II I TSLOPE HE MEDT HARD THE CENTER OF m / Q INTERLOCKING \ W EDGESTONE PAVERS LO 141+00 WOODHAVEN LANE LO \ ROADWAY \M \ CURB 142+00 1 + 144+ M„o4 143+00 �� r � 4 = 2% SLOPE Q 10"W SAND BASE - 1" - 1-1/2” DEEP IIII 1/4" ABOVE CURB. W RCV WIRE CONDUIT ROADWAY _ IIII� _ _ CURB • GRAVEL (3/4") SUB GRADE J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4" BASE MIN. - COMPACTED - - - - - - - - ILII • , TO 90%. EXTEND Q F- — — 1,- - - - - — — — — — -- --' � AGGREGATE BASE MIN. 4" N PAST PAVERS. __________________________ ------------------ n NOTE: VED "£ • SEE SPECIFICATIONS. HEAVY DUTY PVC EDGE ❑ ❑ \ O I (EdgePro Paver Restraint) O • INSTALL AS PER MANUFACTURER'S W/LAND. STAKES - 12" x 3/8" C RECOMMENDATIONS & INSTRUCTIONS L I • ALL PAVERS SHALL BE SEALED WITH FORSTRAIGHT RUNS RIGID SECTION I WHITE MOUNTAIN "SEAL-LOCK", FOLLOW ( I I W W I I MANUFACTURER'S INSTRUCTIONS FOR (J� > I I — APPLICATION. INTERLOCKING PAVING (MEDIAN EDGES) = c C) I I �� N.T.S. LS-1 O'GPPE AROh,l F BEFORE EXCAVATING Revision Description Date BY p r Ve ? DAVIDNo. By O� CALL U.S.A. HARRLA ON DEPARTMENT OF PUBLIC WORKS UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES D C A 946 NORTH YOSEMITE STREETAN JOAQUIN COUNTY, CALIFORNIA TOLL FREE $TOCKTON, CALIFORNIA 95203 FOR REDUCED PLAN C 0 n S t r u C t i 0 n 9T SI D TE E $Qo-227-2800 2e 2 WORKING DAYS BEFORE ALL 0 1 2 3 a r c h i t e c t u r e T209.462.2873 • F209.462.8308 FDF F0 E w w w . d c a a I a . c o m cA`\ PLANNED WORK OPERATIONS DRAWN BY DATE DESIGN DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL DCH 6/4/02 COUNTY OF SAN JOAQUIN SCALE: 1 " = 20'-0" MAIN LINE LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON NO. SHEETS DCH 6/4/02 LIVID 6/4/02 IRRIGATION PLAN WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 32, ye L (P54 ��OO