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MEASUREMENTS ARE TAKEN FROM <br />THE INTERSECTION OF N PERSHING <br />AVE AND S TUXEDO AVE <br />THE NEW CABINET DIMENSIONS ARE: <br />EXISTING: 68"(H) x 40"(W) x 12" (D) <br />PROPOSED: 68.75"(H) x 44"(W) x 18" (D) <br />DELTA: 75"(H) x 4"(W) x 6" (D) <br />EXCAVATION DATA: <br />SURFACE <br />ASPHALT <br />CONCRETE <br />TRENCH <br />38'X 1'= 38 SOFT <br />6'X 1'= 6 SOFT <br />TOTAL <br />38 SOFT <br />6 SOFT <br />N <br />C/L ���------ <br />LOG <br />EOP <br />BOW <br />ROW <br />u� <br />T <br />W W <br />00 <br />0 0 <br />+ + <br />0 0 <br />------------- <br />6' SDWK <br />4' SDWK <br />) <br />' l <br />d I <br />x <br />m <br />Q <br />w <br />II <br />s <br />T <br />3- <br />11 <br />U <br />11 <br />a <br />OD <br />TRENCH & PL (N) 44' 14" CPC= FOR TELCO <br />C/L <br />M <br />V <br />SE19152 e' <br />6' SDWK <br />BOW <br />4' SDWK <br />-- -- ROW <br />- 0-40 SIGN <br />- 0-43 (N) RETROFIT PFP-576 CABINET/EX. SAI CABINET <br />---�--PROPOSED RETROFIT PFP-576 CABINET <br />I- 0-47 VALVE <br />- 0-50 VALVE <br />- 0-55 EX. CABINET <br />/ SEE DVVG#3 OF <br />FOR DETAIL <br />CALL, NA TOLLFREE <br />48 HRS PRIOR TO DIGGING <br />FOR ALL SUBSTRUCTURE <br />LOCATIONS <br />800-227-2600 or 811 <br />GRAPHIC SCALE <br />(IN FEET) <br />20 0 10 20 <br />(1 in =20 ft) <br />SCALE: 1"i <br />at&t <br />ISSUE 1 0DATE <br />LEGEND <br />UE73 <br />EXCH. <br />SAI CABINET <br />d� <br />GRAD CABINET <br />m <br />SUB BOX <br />GIGAPOWER <br />STREETLIGHT <br />�-0 <br />TRAFFIC LIGHT <br />(STANDALONE) <br />Do <br />MONUMENT <br />DWG. 2 <br />FIRE HYDRANT <br />® <br />JOINT POLE <br />MANHOLE <br />ROAD SIGN <br />• <br />BOLLARD <br />POTHOLE <br />FENCELINE <br />TREE <br />HEDGE '<' <br />ROW <br />RIGHT OF WAY <br />FOC <br />FACE OF CURB <br />BOO <br />BACK OFCURB <br />LOG <br />LIP OF GUTTER <br />FOW <br />FRONT OF WALK <br />BOW <br />BACK OFWALK <br />EOD <br />EDGE OF DRIVEWAY <br />EOW <br />EDGE OF WALKWAY <br />SW <br />SIDEWALK <br />PS <br />PARKSTRIP <br />DW <br />DRIVEWAY <br />CSL <br />CENTERLINE <br />U T <br />I L I T I E S <br />W <br />WATER <br />T <br />TELEPHONE <br />ELECTRIC <br />SS <br />SANITARY SEWER <br />—SD <br />STORM DRAIN <br />—(— <br />GAS <br />WV <br />WATER VALVE <br />WM <br />WATER METER <br />DA #130101 <br />COUNTY OF: SAN JOAQUIN <br />'CJ IPN FRASTRUCTU RE <br />PLANS PREPARED BY: J5 iNFRATRUCHIR PARTNERC <br />GEO/CO <br />UE73 <br />EXCH. <br />SKTNCA01 <br />ENGR. MATT OCHS TEL. 707-428-2343 <br />ENGR ARC <br />VOKDLEE00 <br />TYPE OF CONST. <br />GIGAPOWER <br />PROJECT <br />RO/EST. NO. <br />AO1Z241 <br />DWG. 2 <br />OF 4 P504 <br />