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115 <br />U <br />0 <br />110 Z <br />Q <br />W <br />W <br />105 (n <br />1 <br />I <br />0 <br />0 <br />APN: 24029006011000, <br />X <br />W $�.. <br />0 I APN: 24029007 <br />m A` <br />W <br />RESTRAINED JOINTS <br />o: *0 W VU <br />N: 2086516.59 <br />E: 6279187.30 <br />PULL JOINTS <br />APN: 24029008 <br />APN: 24029009 <br />A + <br />��u RE AT <br />APN: 24029028 <br />LAMMERS RD <br />APN: 20924005 <br />PLAN <br />0 40 80 <br />SCALE IN FEET <br />WOE <br />PIPE <br />APN: 24029027 1 <br />INTERSECTM <br />PER `TRAFFIC ' <br />SCHULTE ROADU <br />VOLUME 6 <br />-- 1 Z <br />Q <br />12"W 377+a6— 12"W <br />Continue Restrained <br />Joints <br />RESTRAINED JOINTS <br />372-t-UU <br />373+00 374+00 375+00 376+00 <br />PROFILE <br />SCALE: H:1"=40', V:1"=4' <br />377+00 <br />115 <br />L0 <br />d- <br />U <br />0 <br />Z 110 <br />Q <br />f1' <br />D <br />W <br />W <br />V) 105 <br />O <br />00 <br />M 100 <br />W <br />Z <br />J 95 <br />378+00 <br />RW Alignment is to <br />move approximately <br />5' to the west as <br />shown. Minimum <br />clearance to 12" <br />water line shall be 16' <br />to accommodate 2011 <br />future water line. <br />Pothole 12" Water <br />Line prior to <br />construction <br />WEST YOST <br />ASSOCIATES <br />2020 Research Park Drive <br />Suite 100 <br />Davis, Califomia 95618 <br />(530) 756-5905 <br />FAX (530) 756-5991 <br />FILENAME: 40414-1626-c144-c145.dwg PLOT DATE: March 19, 2018 <br />O <br />CD <br />W 00 <br />'J M <br />U. <br />�0 <br />W a <br />Q O <br />J Q O <br />Z + <br />J M <br />CL <br />0) <br />0 <br />w <br />z <br />0 <br />V) <br />Z�� <br />d m <br />O W <br />U <br />Oz_ <br />W <br />-- /-C 120 �C 1 10 -T--T- x C 1 OS <br />101 <br />-24 <br />o <br />UMLE RD - <br />--� <br />U� <br />�y <br />LARCH RD LJ <br />1"'—Y --T-- I VAKP <br />Nj <br />Pi <br />C115 <br />oo <br />Z <br />H <br />C 125-x; ; <br />z�> <br />m <br />ZIw <br />F� <br />Z 0 <br />o <br />Y <br />O <br />LI)(i <br />NOTES FOR WORKING NEAR OR CROSSING PG&E GAS <br />Q <br />GRANT LW RD I <br />TRANSMISSION MAINS: <br />i <br />I <br />V <br />1. ALL EXCAVATION WITHIN 5 FEET OF EXISTING GAS PIPELINES <br />C 130--�?r� <br />SHALL BE POTHOLED AT 300 FT INTERVALS. ANY EXCAVATION <br />v�E. <br />WITHIN 2 FEET OF THE EXISTING GAS PIPELINES SHALL BE <br />DONE USING HAND TOOLS. <br />Q <br />H <br />2. A PG&E GAS TRANSMISSION STANDBY INSPECTOR MUST BE <br />H <br />C 135---1 i <br />PRESENT DURING ANY DEMOLITION OR CONSTRUCTION <br />ACTIVITY THAT COMES WITHIN 10 FEET OF ANY GAS PIPELINE. <br />Fi <br />THIS INCLUDES ALL GRADING, TRENCHING, <br />ELEVENTH ST I I <br />SUBSTRUCTURE DEPTH VERIFICATIONS (POTHOLES), <br />ASPHALT OR CONCRETE DEMOLITION REMOVAL, REMOVAL <br />N <br />OF TREES, SIGNS, LIGHT POLES, ETC. <br />H <br />3. TO PREVENT DAMAGE TO THE BURIED GAS PIPELINE, <br />C140---� <br />WEIGHT LIMITS MUST BE ENFORCED WHENEVER ANY <br />H <br />EQUIPMENT GETS WITHIN 10 FEET OF TRAVERSING THE <br />:11 <br />PIPE. ENSURE A LIST OF THE AXLE WEIGHTS OF ALL <br />Fi <br />EQUIPMENT BEING USED IS AVAILABLE FOR PG&E'S <br />�4 <br />STANDBY INSPECTOR. DUE TO THE COMPLEX <br />RD <br />sHULTE C145 11 <br />f T--T�—TFm C <br />VARIABILITY OF TRACKED EQUIPMENT, VIBRATORY <br />Ll 1 1--1 --?`, <br />�C 1 <br />COMPACTION EQUIPMENT, AND CRANES, PG&E MUST <br />EVALUATE THOSE ITEMS ON A CASE-BY-CASE BASIS <br />C 146-�� <br />PRIOR TO USE OVER THE GAS PIPELINE CONTRACTOR <br />SHALL SUBMIT FOR REVIEW AND APPROVAL A LIST OF <br />ANY PROPOSED EQUIPMENT OF THIS TYPE NOTING <br />MODEL NUMBERS AND SPECIFIC ATTACHMENTS). <br />WEST YOST <br />ASSOCIATES <br />2020 Research Park Drive <br />Suite 100 <br />Davis, Califomia 95618 <br />(530) 756-5905 <br />FAX (530) 756-5991 <br />FILENAME: 40414-1626-c144-c145.dwg PLOT DATE: March 19, 2018 <br />O <br />CD <br />W 00 <br />'J M <br />U. <br />�0 <br />W a <br />Q O <br />J Q O <br />Z + <br />J M <br />CL <br />0) <br />0 <br />w <br />z <br />0 <br />V) <br />� � J <br />x, Q <br />SHEET <br />m <br />C 144 U) <br />0 <br />60 of 93 SHEETS o <br />PLOT TIME: 11:32 AM <br />Z�� <br />O W <br />Oz_ <br />-24 <br />o <br />U� <br />oo <br />Z <br />z�> <br />m <br />ZIw <br />Z <br />Z 0 <br />o <br />Y <br />O <br />LI)(i <br />N <br />Q <br />W <br />LL- <br />i <br />� � J <br />x, Q <br />SHEET <br />m <br />C 144 U) <br />0 <br />60 of 93 SHEETS o <br />PLOT TIME: 11:32 AM <br />O W <br />-24 <br />o <br />oo <br />z�> <br />QAC <br />6U1 <br />4 E- <br />0 <br />0. <br />U <br />n <br />a 04 <br />Cy <br />v�E. <br />< <br />Q <br />� � J <br />x, Q <br />SHEET <br />m <br />C 144 U) <br />0 <br />60 of 93 SHEETS o <br />PLOT TIME: 11:32 AM <br />