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o. <br />STEEL BEAM HIGHWAY GUARD TYPE SS <br />PROP, 2 1/2* BIT. C0fiC_ LEXINGTON ROUTE 2 <br />DRAINAGE DETAILS <br />PROF BiT. CONC. DR_ TYPE 1-1 4� 7 I <br />STA.,41+76 TO STA 46+633 1 FF-CAI I <br />I 'AR <br />SEE BELOW 7 13i <br />W-_r( 57" SIAIE <br />C('r g j�� STA.40+3070 STA. 47+32 RT We '0 <br />/ --- T= 64.50* SEE SHEET No. c*4 S"Ws <br />PROP SIT. CONC. DR. STA. 21 +00 TO STA. 25+00 LT RAMP A I MASS. )96 <br />zo <br />STA. 19 +25 TO STA. 25 +50 RT. <br />STA.26 <br />+50 RAMP 'Ir RT. TO STA. 55+23 LT EB. RTE. 2 CONTRf(;T B <br />A STX41+15 TO STA. 42+40 ES RTE. 2 k. <br />iz, I NJ <br />• C9 <br />WATER SUPPLY ALTERATIONS <br />PRO -,Q- <br />5' 31 T. -ON- SW <br />SEE SHEET NO. <br />A,0 <br />co* <br />RETAIN <br />C17 <br />PROF GAAN CURB TYPE VS CONT. ON SEE BELOW 64,4�X66 �\ � ,a_ �' '� cy <br />K PROP 4* DITCH 10 <br />S�EET* 21 <br />0 <br />- -15' - 7 i, <br />159.95' <br />J. <br />20. R 80-00' <br />PkL'P CUI_v4 CORNE-fib YFE a ick- 1260� 5e 20r V I WEBSTER <br />26 ROAD <br />A rn <br />41 <br />PROP BT CONr. M 177.1 2' ll)p <br />4( 00 <br />0 010 . <br />-3- 77:z"Z' <br />�5 mat I Pcnj <br />C4 <br />co <br />.31 RETAIN <br />298 R - k 2�1�,? <br />i2 r/ <br />0 <br />I/ a TIE A. 107?'0 7 <br />11' -, I I S.M.14 RETAIN <br />Is, Z L HIGHWAY LAYOUT LIN 55 3V CONT. ON <br />_--n E INV. T <br />LINK 1wv 'OWN NCE (72 (PROP L 110.70' 23 <br />ZR0 j <br />SHEET" <br />e" 261 Cowd ENC I <br />N, <br />A <br />'C <br />0 wr -�- ' I <br />r"f P too AC -PROP <br />CLAASR—i�;--�:. <br />0 Z4 <br />Iw. r ivT low 36, c CE 7;e) PROP. 4'DIT'lH <br />-s' -6 19 <br />I HENcri - <br />TYPE 0 -4 ------ PROP 4' <br />�"'RETA�l 485 DOUBLE THROAT <br />AND __�'Dl T �YFE 'IC� NO ACCESS <br />Al 0% - 1 'g' ! 1961 ST'ZrC NIGm AY LA OUT LINE <br />�o 4�.j 4� __� , 'C' <br />_Ss .406 �-PC C'j :>p CaGlIG 1-12�A I 3i 7-. <br />• faY q�f <br />CC =EN <br />'9Z 50 a 0 END <br />f?Ahfp 4vj.� FWc'9' 477ul A5 tat 7 N <br />Re COR �59 - 4 3 4�* -V <br />l;D 1/1 * — r It <br />C r <br />F�ROP. CU A i �y� I" h <br />+90 -,Sew& TIPE'r-1 cul C.;!�' - - -- , p <br />A03 #60 <br />'T4_TE R- IOOO.Ocl <br />(p TREJ'CC <br />P; <br />'C WA 0' 12N RETAI.y <br />wwv 2 3'-,p.wH' -c <br />A= 100-OV-5sr +7 <br />50 <br />R <br />00. EN <br />[T <br />✓ �4'L - L- r,*- 12" A <br />_;_�44: t PROP, BIT. C014CWALK SURFACE 20+r, <br />P T _4 <br />&0- 6 ' ?�a E <br />,e Go A` Iran R&S <br />T. 0 <br />ABAND PC, PROP ED(;Ir4G <br />.- ira + <br />VEY <br />PROF <br />ROCK) 50 <br />RCAD 48 49 <br />--PRO <br />R113010VE R(X)F a -CONCORD TURNPIKE <br />e, 44 'yL <br />'� 9 _� �, '_ "PE 1-1 V. �c <br />PRO? 4 11Z BACKFILL 52 pn(?p (B <br />Z �V IT CONC er-pal <br />to CID__ <br />pas :7-7-5- c e 42 ABAN , —, - , ; �-�-U - - , 1 100*:2 RC. <br />0 <br />c' ox L <br />----------- <br />isy <br />I ABA&DON 4qL <br />I _�v " ') I S Ac , <br />VtBiR C CON 49 <br />45 51.5 <br />7 52. + 0— <br />T I=_55. <br />BE A 15 e- I O� <br />SS 400.00' TYPE "C" 0 <br />GO Ty <br />wly- "AS^iONE COVER 53 <br />a M.H. 'PROPS C.� <br />D. 1. TYPE, <br />co <br />PROP. 4 I/J:_ BIT, CONC- TYPE I I PROP BIT. CONC. WA SURFACE) PROP EDGING - PROP <br />to <br />04; L'\ 4 71 R=2' <br />\AN!TE BLOCKS co <br />- +03 III <br />0 <br />CAr-Ir L R=10 <br />DITCONC10cou, <br />B.C- 4�_120 Plc.__� <br />a �" rl':.B.C.I. <br />r J, 29 1 14'-12" ACC'm <br />OJER <br />I I <br />..... 40 5.ro 4 A- <br />A"28 'N730-10�11-"J" 4 4-61 <br />FROP SALOR MPTAL N PROP. <br />4� DITCH <br />P I , E <br />op GRAM C'�R�� P 4 <br />:7 <br />19RO END <br />N STA 40+15.00 RTE. 2 CONST. INV' + 28 <br />CONT 0 END <br />STA- 114v. 195.7 A' END <br />All <br />STA, 18+14.40 PLEASANT ST. RE END <br />SHEET <br />'N <br />416 B <br />OP <br />SR. NO, L- IO-i9 <br />FR=160000, <br />CNN <br />Op <br />,2.0 ------ <br />Cco. <br />pe _'4' <br />.0, <br />0 <br />A <br />qc'op- at,*-O\ — 0 <br />rii - 1200,0 <br />cc) 2. & - I I °-00' -00" <br />=240�00 o <br />\XAA��' 'Zs 1 T = 115,55' <br />A=43*-56'-22" Op 4%j2. <br />EE <br />_L23G38' <br />7= 96.62' <br />tio WAY x <br />\CJ4., 'pp'\j*AG <br />or, <br />20 'pv'.'3p SU NOTE : SAVE ALL TREES LT. <br />c4 ro <br />0 .7-1.159 bolt SIDE ROUTE 2 FROM STA. <br />20 +188? V%C" Ar 50-z50 TO STA. 55:t75 <br />T 9'�;' TA <br />PC, <br />:tOp <br />LIN <br />TRAFFIC SIGNAL_ CONDUIT <br />SEE ABOVE <br />Rz-300.00' <br />Z �0 Foss 20 ScALE G,%k.Avi*AG & TiE PLAN <br />a=II too 05 SEE Acc -t4-3334 IN Bosvorj OFFICE <br />T=2SS3' <br />L-5900' <br />HOR SCALE IN FEET <br />FOR PROFILE-i SCE SHLE TS /& <br />� ?) 2 <br />