Laserfiche WebLink
V. <br /> k <br /> GENERAL. NOTES IcOR S01EDULE :9 '" <br /> ,ExistinContractor <br /> shall /17sta// n — /)A// areas where existli� pavement is cut or dsfu.-bed sha// be repaired as shoivh <br /> g Roadway m <br /> Unafergrounc( Electrical I detai/s for Pavement RepairA.dJacent to Structures, Typical Trench Baekfi//" or as d�sected <br /> Service to scale house for by the Engineer <br /> all instal/ed eui A.- Scale mens` <br /> 2) Compensation Araloha/t concrete repa/rs around structure excavation EQuiolnent <br /> Under Schedu/e�q Sea/ehovse Is/and, ticket booth concrete pad and other areas as detected by the Engineer, <br /> Shall be inClvded %n the items /paid Por by Force Account under Schedule ',4." <br /> 3.)A/1e1n0t1ve P'oe shallhe Poly-vinyl Chloride (PYC•) Storm Sewer Pioe� Cast Iron P/oe, <br /> Reinforced Concrete Pipe, Asbestos Cement P/pe, or Structural Steel P/ate P�;oe • Cho%ce <br /> of A/terr�ative Pine em/o%yece sha// be at the a/.cscretior� o/' the Canfraetor <br /> 4.) The Contractor may enlarge existing reinforced concrvle is/and to be 'rectangular XZ=o" by <br /> 8" 0" rather Phan rounded shape as shown %f preferred to simo/il �hrm9lol <br /> S) Reference point l'ar locations of installed structures is exist ing /ocation of south east <br /> corner oP ticket 6oalh- <br /> 35'(71P) — �Ir <br /> O <br /> O IIN ' <br /> Truck Scale <br /> Reinforced <br /> Concrete Approach <br /> EST/MATED QUANT/T/ES 05chedu/e :9 ') <br /> Item .NO- Item UnitoPMeasure Estimated Quantities <br /> II <br /> Force f/ccount — '03, 000 <br /> Z Sca/e Equipment Lump Sum / <br /> 3 4"sill/ternative Pipe ,C• F. /30 <br /> 4. Computer System Gump Sum / <br /> Sca/e House ,Comp Sum / <br /> z <br /> S/idli& door (Typ•) <br /> CD f <br /> N Electrical Pane/ —�- / -Extend Existing Concrete Backfill with 0.50' Asphalt Concrete <br /> -7' --- �, Island as 51209117. (Miscellaneous Areas) for portions <br /> o a / I Existing 1—loor I under existing pavement. <br /> _safe to remain I ' <br /> ---� Existing Pavement <br /> I New /oc4tian Por Exist Ticket / � —� I <br /> I I Booth to be- bolted To l I a <br /> instal/ed concrete pad. --Cocatio17 ,Gr Standby o ComvatIn12!r maws o <br /> Ex/51117 s. n to be I Computer 1 ib M�, to o mt . ar'rve ' <br /> 9 9 Relocation oP a// equipment _o o Exist/ny system Desk `� Power Generator ' ' 01 .n <br /> (Typ) of 95% po am* <br /> relocated by others• I i17clvdin9 cashier clock,cash I I Concrete Is/and s111aden•aoa <br /> register, telephone and o//'/V <t outside shoulders. —_— <br /> I <br /> eQuiprr/ent and existing e/ec - JI — <br /> (\ Dr ifa/Feelnd%eator(T Comi3aeta24'maL aysn <br /> tr�ca/ service sha// be perform! 9 YP'� <br /> Cd by Contractor. / — - <br /> I I _— — — \ > _ re i minimum <br /> Concrete pad to I f Reference�Po�nt I oa relative eompoclion o 0 <br /> (see Nate ,S) of <br /> be instal/ed by the f <br /> C'ootractor (See Section {� (e'-O" „ \ C io" 0. D. 10" Comped i 6" layers <br /> /2 -O to a minimum 10" O.D. 10" <br /> B-13 ,belOW-) I " of relative <br /> compaction <br /> d / \ MmO. D.+20 Min. <br /> MiM1O. D,+20" Min.Min. <br /> " <br /> l „ (see Genera/ Note, this 317t.\) (TYe ) RIGID CONDUIT FLEXIBLE CONDUIT <br /> \Two (?'J //9hfing /%rtv,�s <br /> 6'X 121 Metal 5COlehoose Building. with /ens <br /> Exact sires and locations of /nsfa//ed NOTES: <br /> ieypuipment maX Yary 1rvr/7 chose show/!. 1. Relative compaction of materials shall be tested by the tote of California, <br /> / / f/oarlo/an sho9liny et act e uipment Dept. of Transportation Testing Manual, test method No.Coliforniaa 16 or 231. <br /> Q 2. All existing pavement shall be neatly cut to line prior to trench encovation. <br /> ,,Ocat/ol/s and fi'///d/nq details shall 3 Jetting or ponding will not be permitted. <br /> he submitted to the Coanty Solld Maste 4. * When shown by soil composition and compactibility, ninety percent (90%) <br /> OFFiee Por approval prior to /nstallat%On. compaction may be used, when approved by the Director of Public Works. , <br /> Trench Bachri// (Alo scale) <br /> Sca/ehovse Area Detail For .Schedule A <br /> Sca/e : / ,I_ / "— O" <br /> Dri// Exist Concrete a176( P/ace „ <br /> Dowels - #.5 or s/a "Via- Xz4"spaced P/ace ¢e/6 <br /> /8" O• C ,greased and wrapped one, P/ace 0.50'A C As shown on ,o/ans <br /> side between exist slab and new portion. Extend Concrete or directed by Engineer. <br /> Existing Reinforced Island as shown above Place 6x8 Re/nforceat <br /> Concrete Pad at rade Match Exist. Structure <br /> Concrete Is/and �3 <TP (See Nofe 4t 4 th/s sht) 9 Existin <br /> - - - - - -- Concrete Sca/eP/f 9 <br /> Exist. ;� Roadway d.. <br /> I • < .5'et at rade Welded, W/re Fabric A , <br /> " 9 .4 . , Exist fnvement S'`'am i i/% :A*6: e <br /> 1z 9 If 92 XX <br /> • a A,' <br /> � ��1�`.� •--/ • �— . e. 6. A. .• .0.� �/=0'-�'1.3�-� 3'-6" +-{3„I-w•/=0'+i `�1 <br /> e P/ace ¢ <br /> Continuous �l Structure Backfi// <br /> Class 'A"Concrete <br /> Pa Yemen t Repair Adjacent <br /> #¢ bars fo 6e ,o/aced as shown around enhi'e — <br /> perimeMl- to be enlarged• _f0 '51pactures 61/o Sca/e) <br /> Section A -A (A/o Scale) Sect/On B _B (/1/o sea le) <br /> for Schedule 'A <br /> Computerized Scales <'or Lovelace <br /> 3/13/86 Sca/e As Shown De tai/s and Oieneral Notes /load Transfer Station and <br /> -<- --. '-`� s/•�/ac l�Or Schedu/e /� '� Harney Lane Landfill 3 4 <br />