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� �� i i � i i ■■� � s � ■mss �� �� � <br /> )vor>rsl <br /> —POWER POLE Q All .eek shall be perferhed In accordance <br /> M EOUIPMENT AREA .1th.11 California and Local buAdng codes <br /> U V (Srs d.%N A_6) © Contractor shall be resPons61. for securing <br /> -- _ c.nstr4 tloo area a99nst trespassers and <br /> _ cover" all open rve.vallo s •t the end 0( <br /> / each.orking day <br /> Contractor shall be responllble for vrrlfyng <br /> .I1 field d—ion.before beginning work <br /> / ... A Contractors .P+st assure full responsibility and <br /> MW-2O take ouch necessary Precpntiens to <br /> protect the Facdltie-as a tllnrd a sectnn <br /> Q FORMER ~' N50 (1f or the Consiructlon Safety Ordars <br /> ~_ (Tltlr 0 CollFarna Adnaystrotim Code Seetioh <br /> Mw—s STATION 1140, i-wed by the Occupntieaal S.F.ty end <br /> `� Health StoM9rds /Pard Pursuant to the <br /> BUILDING a[troe.1971 <br /> ;&Occupational Safety and Health <br /> Cilconcrate <br /> be scut alOng Ila r ght We Prior toerenol rat <br /> Z O \ end eaa ♦sca_ de <br /> All -Srit ru[tIn debris shalt be removedonpt <br /> d Z \ fron site by thr c#repair ar upon conpletbn <br /> ` of asphalt/contest♦erase <br /> MAIN LINE TRENCH— LtJ \ Contractor shall backfill utflty trench's Pith <br /> {Sea 4.1.11 A-4) ` 0 cteaa send n accordance .Ilh Caltrans Standard <br /> Q 3pecifKetlon-4Coltrensi Satan 10-30251 <br /> QQ No tive notarial may be used IF approved <br /> 0 by Engmeer Loose tlrckness of each toyer <br /> of eaterlat before c=Ctan shall not <br /> r , e.ceed i rrMs Sand stha " o relative <br /> YP-T V conpaCtlan of Mt 111E than 40 Percent <br /> \ Q © Aggregate shall be h accordance with <br /> Colleens Section 26 For class 2,3/4-Inch <br /> r Mw-3 o ierne tvr coons cS. 11 <br /> t an of •than 70percent <br /> ! VP-3 VP-5 VP-6 9@ SirFaneg shall be rrptac.d to Hatch ■Klst.q <br /> cover Mtlral and color <br /> COMMON TRENCH--- ® Asphalt povemnt shall be n accordencs Pith <br /> (Sea ddall A- 3S) O Caltrans Section 39 for type I asphalt concrete <br /> MAHIPOLD BOX Sevcut edge of txlstn0 asphalt poveexnt shall <br /> (Sae 4.1.11 A- 4) be cl'.ned and shall hove a coot PF .qui <br /> aspholt applied prior to Construction of MP <br /> 41 VP-2 aFPhatt pavrnent Pevenrnt strips shall be <br /> VP-4 restored to • lst.g or beltrr Condition <br /> ®j Contractor shallsubNt record drawings <br /> Engineer to within 2 reeks of coilpleti.n <br /> MW-I of .ark. <br /> MW-4 ® ofPof I /2 nchcoIac rw a.I.Amg Groh a ivswn <br /> 0 All electr"I .ark .ithn treathenl area <br /> shell be installed a'-Anhui of 10 Inchts <br /> above Grade <br /> ® Contractor shall nste0 a Proposition 65 sVn <br /> `\ f treatment facility lrnenG Engineers shall <br /> rp!I.rNeh signs <br /> f ® All ocevi eietre[tlon piping shall be pressure tested <br /> PLANTER / ,// at aNawd For 30 Newt.- o Press,'. drop Linn <br /> LEGEND J YACCUM EXTRACTION SYSTEM <br /> a. <br /> e GROUNDWATER MONITORING WELL` HAMMER SANE CAPTURE RADII AT 20 TO 35' DEPTH INTERVAL �'iy�ea Arid. xb 01250 <br /> c Y y FORMER EXXON RS 7-1050 Cnse.rd ar oa1. 7/6/90 <br /> GROUNDWATER MONITORING WELL TO 9E USED AS _ 909 WEST HAMMER LANE I <br /> YACCUM EXTRACTION WELL O Z O T L`O I STOCKTON CALIFORNIA App—d M <br /> �- <br /> (See detail A I) .JJ [� 269 MOUNT HERMON RD Sate ml rk nae.. p12501- Fig..n"nnb" 3 <br /> TEMPORARY VAPOR EXTRACTION PROBES ( SCOTIS VALLEY CA 95066 <br /> PERFORATIONS AT 20 - 35 FEET SCALE �/. )PpHO�/N3E (�1'01/8�)43�9+-[7'�511 FAX (406)438-7515 �e dot, 7/6/90 P.ge ce <br /> (See detail A - 2) Telil �l!*[/LVVfli 1i INC <br />