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CONSTRUCTION NOTES <br />O <br />DIG 4'X4' BORE PIT <br />2O <br />PL. 42' 14" DUCT <br />SHADED AREA <br />PTS 77 OR EQUIV. <br />PM 1 DU 42' VIA <br />RIGHT OF WAY <br />BORE <br />O <br />DIG4'X4' RECEIVE PIT <br />® <br />PL. 34'1-4" DUCT <br />m <br />m <br />PTS 77 OR EQUIV. <br />PM 1 DU 34' VIA <br />AND CLARITY, ES STOP SIGN <br />BORE <br />5O <br />DIG4'X4' BORE PIT <br />© <br />PL. 51'1-4" DUCT <br />A� <br />PTS 77 OR EQUIV. <br />PM 1 DU 51' VIA <br />PRIVATE PROPERTY ROD EDGE OF PAVEMENT <br />BORE <br />7O <br />DIG4'X4' RECEIVE PIT <br />OWNER <br />COUNTY OF <br />SAN JOAQUIN <br />SEE DWG #3 FOR TYPICAL TRENCH & BORE DETAIL <br />SEE DWG #3 FOR TYPICAL TRENCH BACKFILL DETAIL <br />EXIST. POLE#45 <br />I <br />up <br />N <br />PL. 1-4' <br />D 2 <br />UCT y <br />4r <br />A <br />yL <br />EXIST. <br />TELCO m a <br />EXIST. POLE#46 <br />O <br />up <br />N <br />APL. 1-4" <br />yG DUCT <br />01 <br />ASPHALT <br />BORE PIT <br />(1) 4'X4'=16 S0. FF.. <br />RECEIVE PR <br />(1) 4'X4'=16 SO. FT. <br />DIRT <br />BORE PR <br />(1) 4'X4'=16 SO. FF. <br />RECEIVE PR <br />(1) 4'X4'=16 SO. FT. <br />PSV <br />MP��goX <br />1625S SINCLAIR AVE gX�gT POVg#A5 1 w \ <br />O <br />PSV <br />NN PS <br />0 <br />x <br />4343 SECTION AVE A <br />m <br />2� <br />m � <br />i <br />CONCRETE <br />1 111/18/2021 <br />LEGEND <br />0 <br />POLE <br />FOC <br />0 <br />SHADED AREA <br />PROPOSED CONDUIT <br />x <br />RIGHT OF WAY <br />o <br />CENTERLINE <br />w <br />o <br />N <br />O <br />'o <br />m <br />m <br />� <br />MP��goX <br />1625S SINCLAIR AVE gX�gT POVg#A5 1 w \ <br />O <br />PSV <br />NN PS <br />0 <br />x <br />4343 SECTION AVE A <br />m <br />2� <br />m � <br />i <br />CONCRETE <br />1 111/18/2021 <br />LEGEND <br />0 <br />POLE <br />FOC <br />FACE OFCURB <br />SHADED AREA <br />PROPOSED CONDUIT <br />Om <br />RIGHT OF WAY <br />i <br />CENTERLINE <br />ORtvgn PY <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 . P. DATED <br />\ GENERAL NOTES: <br />\� 1. CONTRACTOR SHALL REQUEST LOCATION OF <br />UNDERGROUND FACILITIES BY USA <br />x 2. CONTRACTOR WILL COMPLY WITH ALL <br />/L SAN JOAQUIN COUNTY REGULATIONS FOR SPLICE <br />\ Q PIT& SURFACE COMPACTION <br />O 3. CONTRACTOR WILL RETURN WORK AREA BACK <br />TO ORIGINAL OR BETTER CONDITION PRIOR TO <br />START OF WORK <br />/ L/ �IMAINTAIN 48 MINIMUM COVER <br />N <br />GEG / CO UE73 <br />EXCHANGEi SKTNCA01 <br />SG j 0' 10' DDENG. STEPHEN CHIGTTI <br />EID 707-260-0463 ENG.ARC VOKDLEE00 <br />(#0 CHC Consulting TYPE OF CONST. UG CONDUIT <br />PLACEMENT <br />1845 W. Oran9 CXX Aw. ,RUIN 300 RO /EST NO. A0279X7 <br />O.n9e, CA 92868 <br />(949) 250-0004 /FAX (949) 250-0005 DWG 1 OF 3 P <br />SHADED AREA <br />1622 S SINCLAIR AVE <br />SHOWN FOR SCOPE BOS BACKOF AKEwON <br />f <br />AND CLARITY, ES STOP SIGN <br />w. <br />LOCATED ON csw comcRErESIDervALK <br />A� <br />0 <br />PRIVATE PROPERTY ROD EDGE OF PAVEMENT <br />Y'�) <br />rl� <br />G <br />QL�FENCE <br />TRgg y O <br />�� <br />TRgg <br />�PUg Ca"USA " <br />48hrs prior to start of work <br />SAFETY NOTE <br />WORK AREAWLL INCLUDE LANE <br />.4 <br />CLOSURE ON ROAD WITH VERY HIGH <br />TRAFFIC VOLUME. PLEASE PROVIDE <br />N< <br />A� <br />1648 COMPLETE WORK AREA PROTECTION. <br />o <br />ORtvgn PY <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 . P. DATED <br />\ GENERAL NOTES: <br />\� 1. CONTRACTOR SHALL REQUEST LOCATION OF <br />UNDERGROUND FACILITIES BY USA <br />x 2. CONTRACTOR WILL COMPLY WITH ALL <br />/L SAN JOAQUIN COUNTY REGULATIONS FOR SPLICE <br />\ Q PIT& SURFACE COMPACTION <br />O 3. CONTRACTOR WILL RETURN WORK AREA BACK <br />TO ORIGINAL OR BETTER CONDITION PRIOR TO <br />START OF WORK <br />/ L/ �IMAINTAIN 48 MINIMUM COVER <br />N <br />GEG / CO UE73 <br />EXCHANGEi SKTNCA01 <br />SG j 0' 10' DDENG. STEPHEN CHIGTTI <br />EID 707-260-0463 ENG.ARC VOKDLEE00 <br />(#0 CHC Consulting TYPE OF CONST. UG CONDUIT <br />PLACEMENT <br />1845 W. Oran9 CXX Aw. ,RUIN 300 RO /EST NO. A0279X7 <br />O.n9e, CA 92868 <br />(949) 250-0004 /FAX (949) 250-0005 DWG 1 OF 3 P <br />