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N� OF l_EXINNG 0" <br />-%oNAIC, �i(j 1 STA 90+ <br />STATE <br />FED. AID. PROD. NO <br />FINAL <br />SHEET <br />'TOTAL <br />DELTA <br />C1 <br />YEAR I_NO. <br />150.40' <br />! SHEETS <br />MASS. <br />NA <br />1999 <br />1 11 <br />20 <br />PROJECT FILE NO. NA <br />y 'or!sERVAIIO 15 <br />END PROJECT LOCATION NUMBER 3 <br />MEET EXISTING <br />SIGNING, PAVEMENT MARKING <br />PAVEMENT MARKINGS _ & CURB TIE PLANS <br />___------- _'___-- <br />` -- <br />E AVENUE <br />Eu; ` <br />R=873' 2 <br />R &R SIGN 2, TANGENT <br />R=1029 R=802'—\ - <br />SYEL TANGENT N <br />AA 2 <br />— - - -- <br />ca-- _ - _ T <br />g <br />C - =� <br />J Y r 65p —0 RETAIN EXIST. SYEL _ <br />r6' <br />�'� ��N PRS�NGg��NpS g f `Slit R _ DYC� R,1515 SYEL (R_1015) G^ — –`— ✓� <br />` <br />_ � � L.t <br />� �/ <br />y- Fir � U-- <br />'Fo <br />r" VA 1t <br />I GG� jB3 r ��-7 � � � � ' �1 � � � � � � �� �� SCALE IN FEET <br />g art_ 21� ` �/ NOTE: REMOVE THE EXISTING DYCL BETWEEN STATION <br />r \ <br />�� ��� /f 0 20 40 80 92 +75 TO 95 +32 ON AUXILARY BASELINE "E ". <br />n/ <br />CURS TIES <br />Air <br />V l <br />y <br />OF +, ci vxNGT()R, <br />mtssMN STA. 90 +31 15 <br />CGN�F �ATiC)v GO�,•,� <br />END PROJECT <br />MEET EXISTING <br />\ r 42 "7.85 ___--- -- - ---r: <br />\ _ S84.1 -C17 ' "co � � o c 1106 4 sy�L_ <br />+ <br />8.26 <br />f <br />C2 U U N <br />C3 CL <br />_ <br />92 +42.00 3,t C-- `+ - ' <br />J�� n 3.0s LT +31.15 <br />92 J'. _� MEET EXISTING <br />X31 • �A�C� ` � � 0 ir.`� "" <br />f /% <br />d s� / SCALE IN FEET - <br />f l <br />/ 0 20 40 80 <br />J <br />! 5192 <br />k <br />ti <br />3 <br />PG - <br />96 <br />CURVE DATA <br />CURVE <br />RADIUS <br />LENGTH <br />TANGENT <br />DELTA <br />C1 <br />800.00' <br />150.40' <br />75.42 <br />10'46'19" <br />C2 <br />1027.00' <br />30.25' <br />15.12' <br />01'41'15" <br />C3 <br />5.00' <br />15.71' <br /><infinite> <br />180'00'00" <br />C4 <br />1017.00' <br />4.94' <br />2.47' <br />00. 16'42" <br />C5 <br />875.00' <br />429.58' <br />219.21' <br />28`07'46" <br />