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i <br /> �o <br /> a, o Q. <br /> I. <br /> L//n/te of Clearing r*-elbhiI7 3 Conform fn Ex/s/Y 5 .Pndii <br /> Width (Fee c/Jai/ he%w) / <br /> Proyect Road <br /> ,9/Urry Seal I <br /> P — --'-- — — — — •, •• -- <br /> xJs></rry Roadway I I <br /> I N\ <br /> Shoo/der pefoi/ 1 Shay/der pe>`ai/ Z I <br /> With Curb, !ut/er f v^/de�va/k Wfflouf Curb, Oufi�r �`3idewa/k <br /> TYP/CAL SECT/ON /NTERSECT/ON DETA /L S <br /> No Sco/e No Scale <br /> #Note r The square yard quont/fiaS shown /nclude o// /ntersecf/on radii and cu/-de-,Sacs . <br /> AREA STREET L/M/TS WOM LENSTH QdANT/TY GENERAL NOTES <br /> DETA/�C <br /> / Brandyw/r/e ,eW 4coir/,00 Rd /o h'4-vel 205' 825'-'` 90y S.Y 2 / am/w/w7 /-offic - Sfree& may he c%sed darir/g <br /> / //orveM4 Rd. f/wy.99Frantoye kb to Brandywine ed 24' /635't 4,390 y.Y. 2 s/carry sea/ oop/ic4 /on for a maximum time m,4hour5, <br /> / Coyoer Ro Ht�.99 Fiw*ye Rd. eosf la&7 a' 20'' ale, 1,60Z S Y. ,2 however, streets /nCa trot 6e area sed sirrw/faneous/y that <br /> TOTAL AREA I 7 90/ S. Y. will inconvenience on entire oreo . <br /> 2 Locke .ed. Hwy. 88 to Aammoad u7` 24' 9.t5't 1,993 S.Y. One twee% ,prior /o the start of work 7* ,7Per�r <br /> Z ,sha// fLmish /o th® a sc <br /> Eriginer hee sdulfrow/ng prroposed <br /> 2 //o.Wmo,id &L. S.P.R.R. fo Oak S/. /6'-.24' /, 920'' 4,622 S.Y. 2 Sfiret c%sures tXi each he/f-soy has/5. No wok shall <br /> 2 Church 5),' k/a/nu f 8t. e40-1 to end 24'-32' 2,045'1 6,056 S.Y. 2 comme gee cant// th%s Srhedu/e /s 7,,0proWd 6y ffx Enj/neer. <br /> 2 4997/10111 s1 Chureh S/4. south to end 28.5' 4/0'I /,32o S Y. 2 <br /> 2 C011017 91' Church S/ south lo end 26' 7Bi0'tfo <br /> 2,/e8 SY. 2 e. Aspho/f Concrete Leveling, hr ar/or s/carry <br /> 2 Rd. hw . 8B sou/h to .SRR.R. 25' 555't /552 S.Y 2 sea/, shall he as directed by the 6ngh7eer• Aiyment <br /> Tu// for <br /> y y fbrn/sh/ny and p/acb7q Asp4a# ehicrde Leveling sha//'6e <br /> 2 E//iott Rd. Church st to hwy. B8 30' 3/O" /,044 S.Y. 2 by Item #-I. Force Account. <br /> 0 2 Elm s% Church St south to end 25' 775" 2,/9/ S.Y. 2 <br /> 2 Bash St• Church St. fo Hammond Bf 24' 625Y /1438 S Y. 2 3. 4// /nfersect/on rad/i wIlhh7 the lom ect //,"//Ss Sha// <br /> he 9/oily 99,71 004190'. <br /> CD <br /> 2 oak St. Church S/ /0 Homt7ond St 22 -,2%f' 400121 1,081 SY 2 <br /> 2 COt/a9 5/. Church St. /o Laird S/. 40' 295" 1,311 S.Y. / 4. Order me `York - The corrfroc%v shall Complete ffie tvor.E m Me <br /> 2 .Caird St. Ian a.. /0 E//ioff .leo: 40' 4,90'1 ,2,262 S.Y. / fo/lour/nq order ; 41-ea 8(16y), .4m 7Area 6(9rd.) <br /> 0 2 Ion C/. End to End 32' 370" 2,489 &Y. / ,41eo 5 (4h5) and/hen the remainder of the project. <br /> 2 /9-0,$000/ P/. Lockewood Ln• fo Oak,Ytol/Ave• 32' /,265'{ 4,584 SY. / <br /> .2 P0n6da/e Or. Tully Rd easle rb end 415' ;230'* 4,434 S.Y / <br /> 2 Jun/ <br /> per Are. Tu//y Rd. eosf Jio end 405' yio't ydz4 sY. / <br /> s 2 Lockew0od Ln. u'uniper Ave /Jortb fo end 323' /,2ylo'f 5,.259 5Y. / <br /> v 2 CaqumYle Dr. Oak M7a//4ve. J`o 109'o4oecl P/. Ifz 5,010 S.y. J <br /> ° 2 Coqui//e C1. Coyu/l/e Or. ea,5llo end 32.3' .Zoog /,20/ S.r. / <br /> 0 <br /> 2 Gbk knoll Ave. End /o End 40' /„'140 5956 S Y• / <br /> TOTAL AREA .2 19/.3!5 S.Y <br /> 0 <br /> COUNTY OF SAN JOAQUIN SCALE ROW O/Slip/CT 4 �5LURRY •SEAL 1982 2 of 3 <br /> Project En inear Dote Checked By Data I Assoclote Engineerl EngineerDate A roval Recommended By I Date <br />