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co <br />N <br />O <br />O <br />c <br />N <br />0 <br />O <br />ry <br />N <br />t <br />0 <br />0 <br />I <br />O <br />O <br />O <br />C <br />O <br />U <br />O <br />cn <br />U_ <br />C E <br />U 0 <br />�co <br />c pp <br />N <br />0 I <br />Q_ <br />� N <br />0 O <br />IN <br />a <br />n <br />Q <br />/ 03 <br />a <br />n <br />w <br />wQ <br />w p <br />u. C_ <br />_ - STA:40+79.34, CFF:5.17' RT <br />BEGIN NEW AC PAVEMENT _ ___ - -_- - -- _ _ - _ -_-_ - - - - - - _ - - - - -~- - STA:43+63.80, OFF:0.73' LT - - - - STA:43+96.61, OFF:0.04' LT- - <br />STA:41+37.74 STA:43+63.93, OFF:12.27 RT PT, MEDIAN CURB PT, MEDIAN CURB STA:44+40.46, OFF:2.75' LT <br />-N: 2147670.37 0.5' RADIUS MEDIAN CURB <br />-E: 6336021.12 - - - --EC - - - - - - - - - - PT, MEDIAN CURB <br />N: 2147396.80 2 ZN: 2147364,63 <br />- E: 6336097.19 CX502 E: 5336103.72 N: 2147322.45 <br />- N: 2147616,59 N: 2147393.82 E: 6336115,99 6 ~ <br />E: 6336044.49 E: 6336084.54 6.5' RADIUS CX502 <br />._ - <br />-4 <br />_ - _ _ __ _ - CONNECT TO EXISTING 24" <br />�- -- - - - - - _ - - - - - - WATERLINE WITH DOUBLE - - -- <br />- - - - --� O STA:43+82.09, OFF:10.50 RT 5TA:44+45.50, DFF:34.91RT - - <br />- STRAP SERVICE SADDLE ' - - <br />+ � PT, MEDIAN CURB - - - - - -1 w <br />END CURB &GUTTER RETURN- <br />_ _____ -----____-__--------- <br />EDGE OF PAVEMENT (N)__ <br />STA:43+35.99, OFF:25.86' RT <br />_ - - BEGIN CURB & GUTTER RETURN 1 <br />N: 2147418.09 <br />E: 6336065.14 <br />(2 INSTALL <br />FIRE HYDRANT (N) <br />- RETENTION BASIN (E) - CX502 <br />~____(SEE ON-SITE IMPROVEMENTS) <br />STAA4 +36.19, OFF:60.86' RT <br />35.0' RETURN RADIUS + <br />N: 2147410.22 r l <br />w� E: 6336031.04-- <br />, STA:43+71.19, OF F:61.04' RT <br />END CURB & GUTTER RETURN <br />N: 2147376.03 <br />E: 6336038.55 <br />---------- <br />- ------ <br />------------------ <br />LEGEND <br />6-112" AC OVER 17-112" A6, SEE �=1 <br />X5D <br />2 <br />4" CONCRETE OVER 6" AB, SEE X50 <br />N: 2147376.49 N: 2147309.26 - <br />5RADIUS E:6336090.26 �E: 6336080.36 <br />STA:43+78.28, OFF:12.26' RT <br />PT,MEDIAN CURB <br />N: 2147379.82 <br />E: 6336087.70 <br />dr 1 <br />I <br />MATCH ON-SITE <br />IMPROVEMENTS <br />STA:46+50.00 <br />- -- -- - - _ N: 2147117.91 <br />E- 6335161.40 <br />}'3 - <br />-�= 5TA:46+57,50, OFF:19.41' RT - <br />co END NEW AC PAVEMENT <br />N:2147106A9� <br />E: 6336144.27 _ --�- <br />AT&T MANHOLE (E) TO 4 <br />REMAIN UNDISTURBED <br />9.5' WIDE CONCRETE <br />WALK MATCH CURB ON-SITE RETENTION BASIN (E) <br />RETURN AND ON-SITE (SEE ON-SITE IMPROVEMENTS) <br />WALK <br />5TA:44+46.20, OFF:69.90' RT <br />35.0' RETURN RADIUS <br />N: 2147300.90 <br />STA:44+11.21, OFF:69.73' RT E: 6336046.37 <br />I BEGIN CURB & GUTTER RETURN <br />N: 2147335.08 <br />E: 6336038.86 <br />MANTHEY ROAD STATION 40+50 TO 47+00 <br />SCALE: 1" = 20' <br />u 20 40 <br />OWN <br />0 <br />