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HIGHWAY GUARD TYPE SS
<br />TRAFFIC SIGNAL CONDUIT
<br />LEXINGTON DRAINAGE QETAL�S
<br />NONE NONE ii If a flcE i!
<br />if I NONE NONE 5 INTERSECTIONS
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<br />STATE
<br />I FED. AID. PROJ. NO
<br />YEAR
<br />StiEEt
<br />T)TAI
<br />JEE
<br />MASS.
<br />NA
<br />1990
<br />1 12
<br />20,
<br />PROJECT FILE NO. NA
<br /><" r „
<br />CURB TIES Lv I � � � , ' � MCP � � ! i / LOCATION NUMBER 4
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<br />PAVEMENT MARKINGS _GENERAL PLAN
<br />?2°
<br />®® 1 f PCP ( GR A5
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<br />1 �l f ED
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<br />+ r u i 1I y 1viPl,�t�R k -P
<br />Q (0 N �j �f Ij X t J.G. ; 17N StGMd
<br />( O
<br />+ 00 W h O ii� i - i YV. {>- 7 __.._.._ - �...- �+l vD < , G.
<br />66 v ",- �% 0- -/ /t It !� � ;. _ _ >v -TA AtV(GENT
<br />63.19 ( 66 _ 1 s (TYP 11 f [ ( _.__....._ _
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<br />' C7 t ,! h t f
<br />- - - 67 C7 1i (! f 11 6 SYEL !
<br />C6 63.19' -- -O _ t� I �� �1 I,�� ` f -
<br />RETAIN
<br />a - - -__ #— 68 rl �a �tl� ,� �� �G EXIST SWLL � I � . 35:1
<br />CL -- j � t; it 41
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<br />CURVE DATA
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />I TANGENT
<br />DELTA
<br />C6
<br />5.00
<br />16.18
<br />105.31
<br />185 026 12
<br />C7
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<br />6.09'
<br />42.12'
<br />174'33'48"
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<br />STa. 65+9 - _ _I -_ K — _ B. J95 /q
<br />r 5 -- --= - 8` A• i. B. . #!45/98 ��la -� 0t °` -
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<br />P -'- -BEGIN PROJECT / f Yet _ Gas ^ 4�
<br />L i / yY� J ( % tti! f_ "L,_C. BOX GRA55
<br />MEET EXISTING / j atc Hi hlva Lo cut o. 5393
<br />j ED 1 97.27 196 + S*'. ;
<br />PA�ENT MARKINGS \ { f j' ril�L L .. ° 9 Y 1
<br />t Gtz�SS ( \ ( - I F2 = i 345.? 9' �.
<br />aQn °ac�'32 "'r4` STA. 68+50.00 — — — — — — % oMr cj�
<br />`�4� _ ;?. L = 123.00' 1 ' / �NO
<br />% ' �e
<br />% 1 _ — — ROJECT t STA. 69 +95.70 AUX. "B
<br />P _06.50' Ir s.o. I END P
<br />f % 1964 Sate Highway I_a out No. 539 — — ( MEET " J wU n3
<br />' EXISTING (STA. 11 +59.42 AUX. �. H'� / Uo• �'
<br />�j r 9' Y Y (� PAVEMENT MARKINGS_
<br />ij I ( +STA. 66 +20.90 AUX. „g, > >� 1 — — — — —
<br />/�,`' { (STA_86 +89.29 AUX._ � „E" - � � �
<br />L — — — — METER B. LEE c4c
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