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U <br />I <br />E <br />x <br />w <br />/ <br />D <br />Q <br />U <br />Q <br />U) <br />0 <br />01 <br />00 <br />Q <br />I --- <br />C) <br />0 <br />U � <br />r�-i <br />of <br />Q- <br />0 <br />0 Q <br />I� <br />a <br />I� <br />r� Q <br />� 0 <br />/ 03 <br />a <br />n <br />c_i w <br />wQ <br />w� <br />w 0 <br />u. d <br />w <br />0 <br />Lu <br />CD <br />04 <br />co <br />Q <br />F <br />w <br />z <br />J <br />U <br />Q <br />STA:30+37.23, OFF:26.37' RT <br />END RADIUS, MEDIAN CURB <br />•,�' <br />PARCEL LINE (E) - - - --- IN: 2148118.18- - - - - - - - - - -- - - - - ---- - ------ -------------- - - - <br />��� E: 63351$5.02 <br />R1W (E) - - - - - - - STA:29+79.98, OFF:25.17' RT - - - - - -- - - STA:30+35.80, OFF:50.19' RT - - - - _ - - - - - - - - -- - <br />STA:27+00.00 STA:27+29.92, OFF:12.42 RT BEGIN CURB & GUTTER RETURN.----- -- - STA.3Q 30.90, OFF:18,86' RT <br />5' RADIUS, MEDIAN CURB. END MEDIAN CURB <br />EP (E} N: 2148148.87 BEGIN NEW AC PAVEMENT & -- _ - - - _ - _ - _ N: 214$120.10 MATCH ONSITE IMPROVEMENT <br />E: 6334848:!f <br />16 PAVEMENT TRANSITION E: 6335127.79 - - - - - N: 214$125.76 - N: 2148136.07 _ - 7 - - - - - - - - -- - E: 6335178.79 N. <br />2148094.38- <br />- E: 6334877.91 CX502 SS MH (E) STA:30+15.87, _-- E: 6335183.28 - - - - - _ <br />OFF:14.91' RT __ STA:30+$9.62, DFF;23.57' RT <br />STA:32+13.34 0 <br />V RADIUS, MEDIAN CURB -_ _ _ END CURB & GUTTER RETURN SS MH (E) BC m <br />N: 2148120.30 N: 2148142.28 Lj <br />- _ N: 2148129.91 --- -__-�_ w <br />-GS-- ss- ss___ ss-- ss�__ ssss-__ ss E:6335163.81s _ <br />E: 6335237.44 E: 6335361.46 "' <br />ss--- s- ss -. <br />-- SS-_� SS- s3 SS- <br />STRIPE (E) a a STA:29+69.99, OFF:2fi.22' RT 2 - _ -/7-77 • ss _ _ _ _ LoM <br />C, PAVEMENT CUT co + CX502 STA;30+99.63, OFF;24,52 RT EDGE OF PAVEMENT (N) <br />CN CN; AC OVERSIDE DRAIN CSP D87D � -- + AC OVERSIDE DRAIN CSP D87D + d <br />- - - - N: 2148119.19 "' - - "' N: 2148119.22 m `f' <br />---w -- -- - <br />+v - w - v - - E: 6335117.79 - w w <br />- - - w - - - -_ - - - - w E: 6335247.44 - - <br />'f EDGE OF <br />_ 1 INSTALL <br />EP (E}- TRAVELED WAY (N).. -STA 30+99 70 OFF 412$' RT <br />X50 FIRE HYDRANT (N} -- <br />- -- --- -- - - - 4 - -_- _-'_ <br />- - - - <br />CX502 <br />- - -- 6.0' - _ -- - 3 <br />CX502 - CX502 <br />_ - - - RIW (E) - ROADSIDE DITCH <br />EDGE OF PAVEMENT (N) _ E STA:29+70,06, OFF:42,97' RT ON-SITE CB <br />- _ _ _ _ - -- - AIR RELEASE VALVE (E} �- __ _ _ _ _ _ _ 'AC OVERSIDE DRAIN CSP D87❑ <br />-------�-_ - �- GR 15.40 <br />J STA:27+73.32, OFF:25.86' RT -_� - _ _ _ _ - - - _ _ - � , -- - � N: 2148102.43 <br />PAVEMENT TRANSITION E: 6335117.64 ADJUST <br />BEGIN VERTICAL CURB AND GUTTERTO GRADE <br />STA;29+$0.12, OFF:57.17' RT <br />- Wl 8" WIDE CURB CUTS EVERY 10'-- 32' RETURN RADIUS STA:30+12.04 OFF:59.43' RT <br />N: 2148122.08_ _ _ N: 214$0$$.10 END CURB & GUTTER RETURN <br />E: 6334921.14 - - - - - E: 6335127.52 N: 2148085.44 <br />- - - -�- - ------ - - _ - - ---� E: 6335159.41 <br />~ MATCH ON-SITE E IMPROVEMENTS <br />- - - - - - - -- LEGEND - - - __ \ MANTIHEY RDA <br />SCALE: 1" 2Q' <br />6-112" AC OVER 17-112" AB, SEE � = <br />a 20 40 <br />CN� <br />i 2 <br />` 4" CONCRETE OVER 6" AB, SEES <br />CX502 <br />- STA:32+92.32, OFF:23.26' RT <br />EDGE OF - BEGIN PAVEMENT TRANSITION <br />TRAVELED WAY (N) _� �N: 2148113.88 -lRFrevE: 6335437.38 r/0N B N01V_S17-EIMR�(E��-)Po��n <br />RlW (E) <br />PARCEL LINE (E) <br />1 INSTALL <br />_ <br />FIRE HYDRANT (N) - <br />MANTH EY ROAD `�_ <br />SCALE: 1" = 20' <br />v <br />STA:34+47.7$, OFF:16.23' RT <br />�� SS --END PAVEMENT REPLACEMENT, - <br />'�"-N: 2148086.18 <br />E: 6335585.$7 <br />-------- -- -_ _ <br />STA:34+47.38, OFF:24.46' RT <br />--END PAVEMENT TRANSITION <br />- _ N: 2148078.55 <br />- E: 6335582.77 <br />1 AC OVERSIDE DRAIN CSP D87D - - - - - - - - <br />CX502- <br />�N: 2148102.46 `CX502- <br />E: 6335247.29- <br />9.5' WIDE CONCRETE WALK <br />ON-SITE RETENTION BASIN (E) _ <br />- • .- <br />'MATCH CURB RETURN AND - - <br />-SITE WALK (SEE ON-SITE IMPROVEMENTS)__ <br />- - <br />ON - ----� <br />MATCH ON-SITE• . _ _ __� <br />___ - -- ON-SITE CB <br />IMPROVEMENTS - - � GR 15.20- <br />STA:30+26.80, OFF:49.58' RT i - - - - STA:30+89.56, OFF:53.57' RT <br />BEGIN MEDIAN CURB STA:30+59.64, OFF:51.51' RT �30 0' RETURN RADIUS <br />MATCH ONSITE IMPROVEMENT `BEGIN CURB & GUTTER RETURN N: 2148090.31 <br />N: 2148095.10 N: 2148092.75 E: 6335236.99 <br />E: 6335174.29 E: 6335207.10 <br />S_ <br />--SSS <br />L�sS� <br />w� <br />f---------------------- - ------ - - <br />RIVV <br />------ ----- <br />RIVV (F) <br />INSTALL <br />FIRE HYDRANT (N) <br />�5O STA: 23+17.21 <br />0 <br />Asph. <br />X\ • <br />w <br />Ay <br />INSTALL <br />FIRE HYDRANT (N) <br />50 STA: 38+04.70 <br />MANTH EY ROAD <br />SCALE: 1" = 20' <br />8ru-311 \1 <br />