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CONSTRUCTION NOTES <br />O PL. 332'4-4" DUCTS <br />PTS 77 OR EQUIV. <br />PM 4 DU 332' <br />VIA BORE <br />O PL. 103'4-4" DUCTS <br />PTS 77 OR EQUIV. <br />PM4DU103' <br />VIA BORE <br />3O <br />DIG 4'X4' BORE PIT <br />® <br />PL. 1344" DUCTS <br />SURFACE EQUAL To OR DREATER <br />PTS 77 OR EQUIV. <br />THAN EXISTING AS PER AS EN CY <br />PM4DU13' <br />STANDARDS AND APPROVAL OF <br />VIA TRENCH <br />O <br />DIG 11'X7' PIT <br />CITY, COUNTY OR STATE INSPECTOR. <br />& PL. (N) PTS 65 MH <br />© PL. 20' 14" DUCT <br />PTS 77 OR EQUIV. <br />PM 1 DU 20' <br />VIA TRENCH <br />EXIST. POLE #110277066 <br />a TOP VIEW <br />Lu <br />° <br />PL. 1-4" DUCT <br />741 <br />O POWER GROUND <br />Lu <br />J <br />NOTE: FOR PTS 65 MH DETAILS SEE SHEET #131 1 NOTE: FOR TYPICAL TRENCH BACKFILL DETAILS SEE SHEET #12 <br />TYPICAL TRENCH DETAIL <br />PROPOSED EXCAVATION <br />REPLACE BASE AND FINISHED <br />SURFACE EQUAL To OR DREATER <br />THAN EXISTING AS PER AS EN CY <br />STANDARDS AND APPROVAL OF <br />Existing Grade <br />CITV, COUNTY OR STATE INSPECTOR. <br />L <br />Cement Slurry Backfill <br />48"Be Cover <br />eelow EHning Gaae <br />44"DUCTS <br />&T7 2 <br />TYPICAL CONDUIT DEPTH DETAIL (DIRT) <br />NO SCALE <br />~ U <br />9240 S HARLAN RD d W <br />M o w <br />co <br />o + o <br />' o h <br />1 0 <br />R_3 '3 <br />EXIST. POLE ' L=5' 4 L,51 DRIVEWAY <br />Q I 3 13' <br />�I t° 5 <br />9' <br />lq' <br />-�30 6EXIS1:PpLE#110277066 <br />tr WATER METER <br />I 1 <br />^ <br />v`rn � <br />J O <br />1 M 9240 S HARLAN RD <br />2 <br />W <br />o co j TREE <br />Fill <br />TYPICAL TRENCH DETAIL <br />PROPOSED EXCAVATION <br />REPLACE BASE AND FINISHED <br />SURFACE EQUAL TO OR GREATER <br />THAN EXISTING AS PERAGENCY <br />STANDARDS AND APPROVAL OF <br />Existing Grade <br />STANDARDS AND APPROVAL OF <br />L <br />CITY, COUNTY OR STATE INSPECTOR. <br />Cement Slurry Backfill <br />48" Min Cover <br />Below Existing Grade <br />14 DUCT --0 <br />AT&T) <br />TYPICAL CONDUIT DEPTH DETAIL <br />(DIRT) <br />No SCALE <br />TYPICAL TRENCH DETAIL <br />PROPOSED EXCAVATION <br />REPLACE BASE AND FINISHED <br />SURFACE EQUAL TO OR G7TER <br />THAN EXI ST NG AS PER AG EN CV <br />STANDARDS AND APPROVAL OF <br />Existing Grade <br />CITY, COUNTY OR STATE INSPECTOR. <br />L <br />Min Cover <br />Cement Slurry Backfill ------ I I BelowwExisting Grade <br />TYPICAL CONDUIT DEPTH DETAIL (DIRT) <br />No SCALE <br />iWillN161_0a 101Va91ar_1 I I <br />Fisting Grade <br />48" Min Cover <br />Below Existing Grade <br />44 DUCTS <br />(AT&T) 1-12 <br />TYPICAL CONDUIT DEPTH DETAIL (DIRT) <br />NO SCALE <br />Call USA @ 811 <br />48hrs prior to start of work <br />SAFETY NOTE <br />WORK AREA WILL INCLUDE LANE <br />CLOSURE ON ROAD WITH VERY HIGH <br />TRAFFIC VOLUME. PLEASE PROVIDE <br />COMPLETE WORK AREA PROTECTION. <br />M.O.P REQUIRED <br />CATEGORY - 3 <br />FOLLOW PROCEDURES AS DETAILED IN <br />NORTHERN SECTOR PLAN FOR PROTECTION <br />OF UNDERGROUND AND BURIED CABLE <br />M.O.P. DATED <br />GENERAL NOTES: <br />1. CONTRACTOR SHALL REQUEST LOCATION OF <br />UNDERGROUND FACILITIES BY USA <br />2. CONTRACTOR WILL COMPLY WITH ALL <br />SAN JOAQUIN COUNTY REGULATIONS FOR SPLICE <br />PIT & SURFACE COMPACTION <br />3. CONTRACTOR WILL RETURN WORK AREA BACK <br />TO ORIGINAL OR BETTER CONDITION PRIOR TO <br />START OF WORK <br />A nn AIKITAlnl AR" nnlnllnnl Inn nnvoo <br />0' 1/2" 1.. <br />0' 20' 40' <br />