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n n —POWER POLE NQTESi <br /> w <br /> EQUIPMENT AREA QI Atl .ark .-Nhr parFerned n accordant. <br /> (S..0.1.4 A-!) •Itfi oU CaIlfOrila nM local budding codes <br /> OContraCtar shall b. r..pan.ate for i.c-hg <br /> canal uct+en s agnln.t trrsprssers and <br /> cover" all open excavations at the end of <br /> each.arkmq day <br /> Oj Contr•etor shall be e.ponsage far veriFytp <br /> all Field dnr.slon.before broh+sng work <br /> MW-2 0 Contractors oust assure futl...P...ibf[ty and <br /> take such necessary preceations to <br /> pr otfct the facl[Itbs as oatlned N sector <br /> FORMER 9 Igo 4.)p)of the Crnstrmtan Safety Order. <br /> Sone 0 Coafarnin Adn.sautpraadon Code Sectan <br /> MW-5 STATION f--- 14n01[hcStondard Board V5'DnQoatSaffethe and <br /> to <br /> BUILDING Z CStFp n 90ceupatk;-I Safety and Health <br /> LA Ld0 a <br /> Q O b.ltt�p 1-0. t,a concrete <br /> hht I.. a toslclhafli <br /> Z 9 n 'Q pr r nava <br /> Q Q O andc.aM ..(avatar <br /> © Alt construcnan debris sh.#be --dIL � Fran site by the contractor upon canpletw <br /> of asphalt/concrete repay <br /> MAIN LINE TRENCH— y Contractor shop backfat uts[t trehes •Ith <br /> {S..d.lad A - 4) Q O clean sand n accordance .Ith Cncaltrans Standard <br /> Specifications(Caltrans)Section 10-312311 <br /> Native noterwl nay be used if approved <br /> by Engaeer Loose theck—S of each layer <br /> of materat before Corpactian Shall t <br /> VP-1 #.Geed 0 Inches Sand shall have a rrlativr <br /> conpoct,on of net lase thou 91 percent <br /> QB Aggregate Shall he in accordant. .ithi <br /> Caltrans Section 26 far class P 3/4-tach <br /> mw-3 nasin-aggregate Aggregate ba.r shalt hove a <br /> relative cohpactldn of not re/S than 70 percent <br /> VP-3 VP-5 VP-6 @ Surfac" shall be replaced to hatch..i:trop <br /> r sterol and color <br /> COMMON TRENCH) \\ ® ASpvlalt v in <br /> (Sao dtloM A- S S `SfANIFOLO BOX Cth <br /> ol transPSactge 39F 11°rb4yp a11e asphalt cordance iancrrte <br /> Sn.cut edge of ewisthg ..Pu Pavenrnt shall <br /> {Sw d.holl A - e) he Cleaned and Shall hour a coat of tiquid <br /> lill VP-2 asphalt opP+Wd price to construction of new <br /> asphalt pavement Paver.nt steps shot[be <br /> VP-4 restored to e.[.ttp or better condition. <br /> hatt <br /> MW-1 to Engww rwithin2. .ks of c a�a,�nos <br /> of work .+p[.kion <br /> 0 top of eoncra• vaults eta[[ he o ita w <br /> Sen <br /> MW-4 of I/2 Inch above eastng grade <br /> 0 Alt electrical Bork .ithn treatment arra <br /> shall be installed a minun of Is mch.. <br /> above grade <br /> 0 Contractor Shall miatt a ProSasition 65 sogn <br /> en tr.atnrnt facelty frncsp[.pours Shalt <br /> Furwsh signs <br /> ® All octan extraction ppl Shn11 br peas Sure tasted <br /> PLANTER rq <br /> be S psp far 70 rvmtrs Ro pressure drop .nt <br /> hr altered <br /> LEGEND <br /> B GROUNDWATER MONITORING WELL HAMMER LANE VACCUM EXTRACTION SYSTEM 010-40,V Anda ab,,, J.1, Obar <br /> 1 FORMER EXXON RS 7-1050 <br /> t�r GROUNDWATER }AGNITORING WELL TO BE USED AS 909 WEST HAMMER LANE Cbck.d br Dat. 7/6/90 <br /> VACCUM EXTRACTION WELLt t STOCKTON, CALIFORNIA ya,a,.d air(See detail A - 1) 0 3 O 6 <br /> 260 M0VNi HERM0r1 RD SUITE 101 F14 <br /> i TEMPORARY VAPOR EXTRACTION PROBES SCOTIS VALLEY CA 95001 0125ODDI Qara na"'ba� 1 <br /> PERFORATIONS AT 20 - 35 FEETSCALE PRONE(446)4315-7511 FAM (406)439-7515 ria dela <br /> (Sae derail A — 2) 1E*rrC11N0L0G[ES, INC 7/6/90 <br />