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15 630-1 -1} 66 2 102 <br /> 635-1 -i1 (STA 1 +77) <br /> m S I 40 <br /> m <br /> 100 LF :630,1- 12 � <br /> 1 <br /> < <br /> 1 AVI 660-2-102 m M <br /> 15 LF 630-1 -13 6'X6 (STA 316+77) J <br /> 635-1-11 is <br /> 240 LF 630-1 -12 3; <br /> II <br /> 635-1-.11 n STA 713+90.41 i <br /> J 6 ~ 2_106 1 AS 59.93LT. <br /> SE <br /> 2 AS 660-24706 '.. 6'%26' BAE1EV.m 24.00 t <br /> -- }2+.E9 STA.213+00.92 j 6j0-1-13 75 LF 641 -15-148 <br /> 49.16 LT. 21CONOUTS 620-1-1 20 LF <br /> ASE ELEV.-23.50 ASE ELEV.- 30-' 715-5-11 <br /> 70-5-11048s—ltn — ; <br /> 50 LF 20-1-1 20-1-/ $ 97 LF 630-/-15 <br /> 12 EA 60-1-105 635-1-11 _ it, 2 EA 635-1 -11 <br /> 0 659-108 <br /> 5 EA 0-1-to6 30-1-,2 30 J =M d. 620-1-1 20 LF j <br /> 3 AS 635-1-1/ 639-1-22 m m 635-1-11 <br /> 39-2-1 J J 630-1-13 8 Up <br /> 15-5-11 , 'i 630-1-12 200 LF <br /> Uvi <br /> 630 1- <br /> 635-1-it <br /> 635-1-11 y 6XW <br /> 60-2-102 1 AS 100 <br /> 22 - (STA 216+65) <br /> 3 CONDUITS 630-1-1 <br /> 24 LF 630-1-1 it <br /> 20 LF 620-1 -1 RAn-i inI <br /> 210+00 63$71-11 (STA 217+65 <br /> 659-108 217+00 18+00 <br /> 660-2-102 1 . A P. _ B <br /> 6 %6 _____-- 630-1-1 6 L a P.P. ® - LZ_..__..__ - L-29 <br /> PP <br /> _... _.. _.. - ---L-.2A_..--- <br /> J J ----- - --- - <br /> 660-2-102 - ---- — - -- <br /> (S7A 210+50)x6 L1 L6L OS L2L 5 630-1-13 22 LF <br /> 1 635-1-11 - <br /> 6 <br /> L-613 L-6A I AS 660-2-106 L6 o I 660-2-106 660-2-106 <br /> 100 LF 630-1-12 6x26' 6 3 AS 1 AS <br /> 63o-1-13 15 LF 15 LF 630-1-13 <br /> 2 AS <br /> 635-1-11 660-2-106 <br /> 635-1-1/ 67(46' <br /> 247 LF 63(0-1-12 630-1-13 STA x_84.33 - <br /> 49 c. 42.76713RT. <br /> BASE ELEV.- 24.00 <br /> 635-1-11 . 2 AS 5-1-11 41-15-144 <br /> 30-1-1 12 LF 20-1-1 20 LF <br /> 620-1-1 20 LF 641-15-146 0-7-12 100 LF I <br /> I a <br /> J <br /> o-z—los z As <br /> STA- ?1.3+05.00 j - 6•X46• <br /> BASE EIEV.- 25.0 ! 630-7-13 15 LF <br /> NOTE : <br /> 1 .) CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING <br /> m j UTIUTIES PRIOR TO INSTALLATION OF STRAIN POLES. <br /> I s 2-1 �* 2.) ALL TRAFFIC SIGNALS AND PEDESTRAIN SIGNALS <br /> 1 J � ARE TO 8E LED. 10 <br /> 6 X26' <br /> I <br /> kk <br /> I 630-1-12 100 LF <br /> 66 2-10 <br /> (SIA 11+691 630-1-13 /5 LF <br /> AS j 635-1-11 <br /> 1 <br /> ' I 630-1-12 100 LF ' <br /> 66 '2-10 I <br /> (STA <br /> + <br /> 1 6 p <br /> I,X6 m 1 630-1-13 15 LF <br /> I 635-1 -11 <br /> i J ! i <br /> /ndian Ri«� County APPPOWD F NHURAWNG <br /> V I I N <br /> AiEBY DESCPIP110N _ pepoAman/ o/ Public Wwtr ® N�NlE1'-N o" BY: OSLO <br /> ROAD/43RD AVE. N0. <br /> DARE BY OESORIPfl ! il' ® ® SHEET <br /> 7=12/0341 XNA u mcAn SIGNAUZATION PLAN <br /> yvW. AHr, P.(., CKmle Horn and A sociates Inc.,;..roR.n« R. Awa rc. c.P„ry ne rnsi«. <br /> y- S2 <br />