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zh� <br /> Remove and Reset 100.70M H <br /> Existing Double Pipe Gates +26.0 <br /> and Steel barrier posts. / 12 <br /> 9 <br /> Refer to Sheet No. 5 Ak w �xp: 21258 <br /> 7 <br /> for Latch Post Details. / �� 47 <br /> '2 , <br /> Remove <br /> Existing PCC 99.21 / + ? E C <br /> 9 Existing 30"+a pipe +04.0 152+83.25 CALtE� <br /> Traffic Island to remain in place. 99.71 / UJ <br /> ;.� +85.2 / <br /> Existing Wire Mesh Fence to 0 100.21 <br /> +76.0 <br /> to remain in place. n +it <br /> -" - 1-- 3 E 5 R Existing 30"0 pipe <br /> L ons p, vNj to remain in place. <br /> PARK ACCESS R0. +{ `N (N 2 101 .49 <br /> _-___-_-N_ a S +88.1 <br /> - _ Nt0, <br /> Sfa Sx0 100.21 1Z99.85 E`o <br /> oEP Tr°ns N q 74Sx0 liar Sfa +48.8 0 <br /> cr S k 5+ 0 <br /> o �.� � 8 qir gcce Sfo. 0 Division p U <br /> Existing Wire Mesh Fence E C / pOn K, ss Ra 151+13.4 Rd <br /> to remain in place. w U- 100.94 oy 2 An <br /> W &4 iv <br /> o +08.0 / ^ y _ N <br /> Remove and Reconstruct +w / <br /> 123 L.F. 6' Wire <br /> M 98 78 99.55 <br /> Mesh Fence. <br /> +90.2 +65.0 <br /> 100.70 / <br /> 4, 98.25 <br /> +48.0 +48.9 <br /> 101.23 <br /> +17.8 <br /> AC Dike <br /> 101.76 O <br /> +00.8 <br /> i <br /> i <br /> LEGEND <br /> C. 143 ® Telephone pedestal to <br /> +10,58 remain in place. <br /> / o Utility Pole to rn <br /> remain in place. <br /> 100.00 = Finished Elevation at E.P. <br /> 12 2 +00.00 = Stationing <br /> PLAN SCALE 14' PLAN SCALE <br /> 0 50 100 '2' 12' 0 50 100 <br /> SCALE IN FEET PARK ACCESS ROAD DIVISION AVENUE r SCALE IN FEET <br /> a <br /> 001 <br /> U <br /> : : : : E : : : : : : : : E : : : : : : : : : : : : E : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : I : : Exis`n Profile: . . . . . . . . : . . . . . . . . : . . . . . .M . . .� . . .rn . . .o . . . . <br /> ASSUMED DATUM : . . . . : . . . . : . . . . . . . . : . . . : . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o <br /> 0 <br /> 106 N . . .N + . . . . ASSUMED DATUM <br /> . 106 104 . . o 0 104 <br /> .... . . .. . . . .. 'O <br /> . . .. ... . . . . ...... ... .«. . . .... ...... ...... .... . . . . . . . . . . .... . . . .. ...... . . . .. . . . ...... ... . . .. . . ...... . ...m ...... <br /> �.;.. _.;.- . .. . <br /> . i :i.. wP '.. <br /> . . . . <br /> s ro d <br /> Q.Ex. � :Ck fl <br /> f <br /> 9 <br /> 0: <br /> i : . . : : . : . . : . . . i : . . i : . . : : . . : : . . : : . . : i : . . : <br /> . ...:............:......... <br /> ............... <br /> ................................. . <br /> ....................... <br /> . . <br /> 104 . . : . . . . . : . . . . . . . . . . . . . . : . . . . . : . . . . : : . . . : I : . : 41: . € . . € <br /> 104 102 �. o102 <br /> ;.. ;.. 1..:.:.:.:..:.:.�a <br /> •o� <br /> xt <br /> . . . . . x <br /> 'N <br /> m � o <br /> .p . . .0 .,tom' . : <br /> T <br /> ............ ............,...........,............:...........,............, . <br /> ' <br /> .. .... . . .... .... . .. .... .. . . ... .... ............ ......... <br /> w <br /> O <br /> S <br /> . . <br /> : . o . . . . . . . . <br /> 102 : : :o : : :� : : : o : : : : : : : + . . . . . . : : : : 0 , .' <br /> o O 00 . 102 100 . . . . . . . . . . . . �o . . . . 100 <br /> ..t•- . . . ....m . . ...... ...«. .............................. <br /> i.... .. . . . . .. . . .. . ...... ...... . . . . . . . .... .»... .... . . ................................................... ...... ... ...... ... . .... . . <br /> 7n-� -/z ..® ...2... . ,. .. <br /> co . t'ievC .l... . ».j.....� �. + . '�µ . . . ..Ji ry;.. . .. . : ... ... : . . .....: . . . ...: . . Finished GradeK.:.:..:... . ............................. ..... ................:. . . . . . . . . . ...........................:.:..:...........:....:..:..... ......:..:.:....:..:..:.:.:. . . . . . . . . ..... .. .......................:............ .:....:.:..:100 �. . . . . . . . : . . . . : . . . . : . . . . : . . . . : . . . . . . . . . : . . . .: . . : . . . : : . , . . . ; . ; . 100 96 . . . i.. 98 <br /> Level : .Fihi h . . .Sa cre <br /> . . . . . <br /> . . . ..:..:..: <br /> ..:..:.:.. <br /> . . <br /> . . . <br /> . . <br /> 98 <br /> . . 98 94 <br /> 96 <br /> PR ..:......:.. .. . . ...... ...... ...... ...... ...... .... ...... ...... .. . <br /> PROFILE SCALE <br /> : . PROFILE CAL <br /> ...... . . ...:... <br /> .... . .. ... ...... <br /> . . . <br /> . <br /> E S E <br /> 0 2 . . .:..:.:.:: .:. .. . <br /> 4 <br /> VERTICLE 0 2 4 <br /> 96 96 92 VERTICLE 92 <br /> SC <br /> ALE IN FEET ..:......:.............. ........................ .. <br /> :: F <br /> . . . .. . . . . . . . . . . . . . <br /> ...... <br /> IN <br /> 0 <br /> 50 1000 25 50 100 <br /> . . . . . . . . . . . . . . . : . <br /> HORIZONTAL `� ... . . . . .. :. . ... ....:....... ..:... ... ....... . . . <br /> : . . SHEET <br /> 94 SCALE IN FEET 94 90 HORIZONTAL SCALE IN FEET TOTAL <br /> Cu. <br /> Yds. <br /> STA. 2 3 4 5 5 6 7 8 9 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL COMMENDED DATE ENO. <br /> :SHEETS <br /> AL <br /> Jeff Ross 4/97 5 r// <br /> , COUNTY OF SAN JOAQUIN PLAN2 INTERSECTIONS AIRPORT WAY FLOOD DAMAGE REPAIR IPWI A. .7,�,� �° 1 �q� �, � 1/97 1 (San Joaquin River to Mortensen Road) <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> e:\finol\1997\opr\airport\plan2l <br /> I <br />