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I <br /> - NDTESI <br /> J~' QI 11:14-k .hell be Rerforhed n.[tarda.[. <br /> POWER POLE wOlt CallFornq and local budding Codes <br /> ' EOUIPMENT AREA Q Contractor sh•IIbe responsible for src mg <br /> i (Sw detail A - e) `'� construction are. 0gnnst trespassers and <br /> Cover Ing all open ewCavalms at the red of <br /> eachworking day <br /> ..t,ac <br /> tar shall be rupmebte far verlFyw* <br /> .11 Field dv,rnsions before b.gnning work <br /> O4 Contractors oust 650-0 full r.spanabANy and <br /> take such necessary precouttans to <br /> i protect the facdItl.s as wttn.d n %action <br /> MW-2 <br /> '`� 1450(.)(1) F thxr Constructxxl S.f•ty Orders <br /> \ (Title 9 California AdtnNsir.tlon Cada Sectlon <br /> e FORMER1540) Issued by the Occupationol Safety and <br /> O <br /> al <br /> STATION <br /> \ Heth Standards 6o.rd Pursuant to the <br /> MW-5 1 fi I I V I`I \� C64 cel. Occup.twn.l Softly and Health <br /> / t act of 1973. <br /> ' BUILDING Z Q Excstng asphalt and concrete surfaces shall <br /> W LJJ 0 't be cut along. str.lght line prior to renov.t <br /> tt and sol .scavatkim <br /> L �`t,` © ALL constrmWn drbrls shall be renoved <br /> I Q Q ,�` from site by the Contractor upon carptrtx)n <br /> , ,` of aspholt/cancrete repair <br /> ,� ( 1 `\ Oj Contractor shall tackfal utlllty trenches with <br /> i MAIN LINE TRENCH— �! I ,\ clean sand In otcordonta with Caltrans Standard <br /> i (Sar Wall A- /) Q tt �\ NSpecifications <br /> tNe�ra r'lat eyrbes)Section u d IF o pro ad <br /> V) ) by Engneer Loose tWc4n... of ..ch toyer <br /> i OFmaterial before corMctlgn shall not <br /> rxCeed 8 aches Sand shall have a relative <br /> I conp.ctwn of rat less than 90 prrCrnt <br /> r VP-1 Aggregate .holt be n occordancr &Pth <br /> I C.ttr... Section 26 for class 2.314-nch <br /> xn <br /> I <br /> 1 Iwxaaggregate Aggrega to base shall have n <br /> MW-3 relative conpactlon of not less than 70 percent <br /> 9 Surfacing shall be reptnced to match omstng <br /> VP-3 <br /> VP-5 VP-6 cover tntorkil and color <br /> I COMMON 1RfNCH— <br /> Asphalt pSocti—t shell be n accordance •Ith <br /> Caltrans Src bon m for type a asphalt concrete <br /> I SOrcut rdpr of *ostia asphalt pavement shall <br /> 1 (Su d.ldl 1 - !!) be h.1, . and shill have a coni of liquid <br /> . <br /> I MANIFOLD 1301( <br /> 1 15.4 d.lo0 A-6) asphelt applied tenor to conatrPps sh of neo <br /> 1 asphalt pa venial Payment .trips shall be <br /> l VP-2 restored to existing or better ContAtior <br /> ( VP-4 ® Contractor shall subrlt record drawings <br /> I to Engineer w(thn 2 works OF COrpletlon <br /> %( of .ark <br /> MW-111 ® Top of concrete vaults shall be a Aaxwn <br /> of 1/2 Inch obey* exhting grade <br /> �t MW-4 ® All electrical cork within treatment area <br /> u chop be Installed a inw+n of 18 Inches <br /> _ abow grade <br /> I <br /> ® Contractor ifa facility <br /> a ngL ti Proposition,63 sill <br /> \ ppinn trginent focdlty fantsnp Cnpnern %hal <br /> \ Iurnish Signs <br /> tt ® At; vocCusi exiroctbn pylnq stroll be presslrr tested <br /> t at S palg for 30 Antes Ra pressure drop .Int <br /> PLANTER law atla•ad f <br /> , h <br /> , <br /> , <br /> I <br /> , <br /> LEGEND �'` i <br /> ' HAMMER LANE VACCUM EXTRACTION SYSTEM ae—+r Jib—b.. <br /> d GROUNDWATER MONITORING WELL CAPTURE RADII AT 28 TO 58 DEPTH INTERVAL i801250 <br /> FORMER EXXON RS 7-1050 Ch.tk.d air Qat. <br /> GROUNDWATER ..MONITORING WELL TO BE USED AS 909 WEST HAMMER LANE 7/6/90 <br /> VACCUM EXTRACTION WELL \ Q z O t 0 t STOCKTON CALIFORNIA Aoaroad y <br /> (Sae d4lail A - 1) J <br /> 2fi4 MOUNT HERMON RQ 51117E 101 fik nom. 01250Dp4 Rix.nur�.c //' <br /> `'` tt <br /> • TEMPORARY VAPOR EXTRACTION PROBES `\ 5COTT5 yALLEy CA 950$8 <br /> PERFORATIONS AT 26 - 35 FEET SCALE , PHONE (448)438-7511 FAX (408)435-7515 n.d . 7/6/90 Paa. <br /> (So* detail A — 2) TECm <br /> 11NOLOGIFS INC at <br />