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S BUILT <br /> CORRECTIONS BY-0, <br /> NO CHANGES , <br /> DATE 6 - 5-72 <br /> 40' 40' Cons-, <br /> ,Limits of C/eor/n9 € Grvbbrig See Genera/ Note 2) ( , <br /> Shou/tiers Shou/Q'ers � ,Cirr�ifs of C/coring �' Grubbing <br /> 4 �X 4' 4' /.2' /Z ' 4 ' 4' /0' ¢' iPefer >`o . j, .Y' iQefer fo <br /> Sh/a' Defoi/s Sh/o' Defoi/s <br /> B o 5 0 C?.9.1 <br /> `Qr Vag. vQr. <br /> 0.23' 0.35'Aspho/t C'oncrefe 0.2/ ' A.C. Over/oy <br /> Gufter Grade 0.60 ' Asoho/f Concrefe Base Guffer Grade <br /> Note <br /> *Note 17/0 72+00 fo Sfa. M717/ Z/ S/v'P <br /> chonyes /n vvlallh from .24'to 12 '. <br /> X = lroriab/e Beg. ofProjeel /b Sfo. 21,96.3-3 Seo 72-,00 Io 5/4, 75-,00 /9f. S/da <br /> X = 6' 510. Zf86 33 lo Sea 15-,400 c46FIV&s /n syio'fh from .24 " fo /.2.' <br /> X = /0Sfa /5Y900 to End of Projecf <br /> TYP/CALL. SECT/ON TOP A4 SECT/ON <br /> (NEWTON XOAAO) (MAIN STREET) <br /> .Limits of Clearing �`` GYubbing � ,Liiliifs of C/Poring �' Grubbing <br /> G'ENERA,L NOTES Esc farth�Yor,F /' 6=8' •,- <br /> 2' 4' 4' •y - - <br /> EA�S'T MA/N STREET 4 , <br /> /. The shoo/tiers and dr/vestays shall /— shooed to Provide drariroge to Mw storm o'mln rir/ets as <br /> ,sown on the Or-o/nage G/on on .S/.eet #5 . The 5-hou/aer -,Aoterio/ sf�//6e replaced B e S� ti� Oar <br /> A07 kind. Materials other thorn 4spho/t Concrete w/// Gap ,,a/o' Ilar Force .4eccrinf. �— <br /> A// dvrthsrorr(r, inc/vdi1;V t/,a s/xroirrq and ct�moa'fii7g of t/x erisfiixJ ase rnoterio/, ,sl/A- �4 Jo r - <br /> poid for under Item �`/, fajce Accoar�t. A. C. Used f0 a"Q j�CaCs__�`f7�a-jam � Exist. Bose shall he sloped, See aienern/ No% / <br /> S/.�ou/o'eriisy syr//not comcwcd, p/med prior t+� <br /> 2. Order of {1/ork he qx/vt/on is areas obsiowld <br /> The work of the Oro Avemme intersectron 0/AV'/A-- er/511,7v i-oaa'syoq sfrr rttiro/ powa, vs dr ve"wyr Al the fisgineer. f�omml -Av leis <br /> sect/or7 from Sl,?. 39,, 75 to Sto. 4o-,05 as shomw on stwwt 4V stroll Af eov dkleae tar/or to //re resvr�acllV na-k w:// be dy Kiri-0/0, Fare Ace f. <br /> operot/on ur2/®ss otherw/se perwilleae ell the Errgri�e�r. <br /> SHOULDER DE7A- 14 * 1 SHQULDER DE'MIZ *2 <br /> (MA /N STPEET) <br /> MfW7-0 V ROAD <br /> /. Order of Work <br /> - PA V/NG SCHEDU45 <br /> S1`afion Typ Secs Sh/d Oetoi/s <br /> I -DAIIiat.aid�lcz _ (511-eel ,Cocnfioos) Y Leff �Pight <br /> 2. The eristii�9 trees shall remaii7 in place unless othermise noted on the Plans . <br /> ,39foo /0 75"00 24' .2 2 <br /> (50 GYest ofAnteros to 30 -e Epst ofL-Ilk r� <br /> .57TE4E/V50/11 AVENUE 75,100 to 1-30.,00-e /2 / <br /> /. Lim/t of C/cony of 6ru66/ry sholl be from 51ofion 0f/6 lo Sfotio,r 1-175 280'' 40s1 of'oellmw- fo "f <br /> of Di�ertii7q Cam/ Bridge <br /> ' J <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED 0Y [SATE APPROVAL RECOMIMENDED BY F DATE � � PROJECT EAST 'MAIN T. et NEWTO SNE�T r=��Ai_ <br /> //z COUNTY SAN " TYPICAL SECTIONS s To RD. NO,_ � � E. <br /> yaaa <br /> 21217Z <br /> 7 2 10 <br />