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T <br />OR <br />Sto 10+40 (14' Lt) <br />Sto 10+33 to Sto 10+55 <br />See Construct Curb <br />Ramp Detail, Sheet No. 8 <br />`` <br />O o <br />I � C <br />a 0 <br />U <br />1 <br />Z <br />W i —r" <br />Sto 10+42 Reset Roadside Sign (Stop) behind <br />BOW <br />13+00 <br />14+00 <br />d d- <br />per SJ Co Std Drawing No. R-26 <br />0 v <br />00 <br />+' <br />N <br />N <br />N <br />cD <br />............ <br />- Sta 10+47 (15' Lt) Adjust Frame <br />and Grate <br />(Storm <br />Drain <br />Inlet) <br />Z <br />to New FL Elevation See Curb and <br />Gutter Installation <br />at Storm Drain <br />Oq <br />.... <br />Inlet Locations Detail, Sheet No. 9 <br />00 <br />o <br />M <br />o <br />1 <br />Const <br />1.0 <br />....�\ -0.19 Rt .............................................. <br />-- - <br />---- <br />'• .......-0.30%..... ........... <br />%--------0.37Rt <br />T. <br />-.-..-........... -... <br />_................. <br />- <br />nO { <br />+ <br />N <br />N <br />N <br />.... .... <br />+ <br />+ <br />+ + <br />a <br />. - <br />r- <br />II II <br />c3 0 <br />o <br />f <br />LL - <br />►� <br />a <br />I <br />N41 <br />Ln <br />41 <br />cn <br />( 0 <br />-0.5 <br />aa -_ <br />4-1_____ --__ <br />N_-_ - __ <br />- <br />---- <br />---------- <br />i4-1 <br />-�---- <br />cn <br />ASSUMED DATUM: :............................................... <br />.�._....... <br />- <br />� II rn C <br />ZO N <br />con 4' (Typ) --1 0 <br />00 <br />+ Cn0 <br />BEGINNING OF <br />RECONSTRUCTION <br />} <br />r <br />In <br />{- <br />O i <br />a - <br />See Reconstruct Curb <br />Ramp Detail, Sheet No. 9 <br />a <br />12+00 <br />13+00 <br />14+00 <br />d d- <br />OG=1 .25 <br />0 v <br />00 <br />+' <br />N <br />N <br />N <br />cD <br />............ <br />............................. :............................................. <br />Exist................. <br />..................................................... <br />............................................... <br />O <br />00 <br />O <br />Z <br />O <br />4 of 11 <br />O <br />Oq <br />.... <br />-...........- . _.................................. <br />. <br />Const ........ <br />1 <br />1.0 <br />....�\ -0.19 Rt .............................................. <br />-- - <br />---- <br />'• .......-0.30%..... ........... <br />%--------0.37Rt <br />T. <br />-.-..-........... -... <br />_................. <br />- <br />0' <br />J <br />_ <br />.... .... <br />Of <br />o <br />f <br />LL- <br />a <br />J <br />u- <br />� <br />-4- <br />II II <br />c3 0 <br />o <br />f <br />LL - <br />V) <br />z <br />cn <br />z <br />Ln <br />O v_ <br />cn <br />z <br />G? ? <br />t EP/Lip <br />4 3 j <br />Note: Utility locations are aproximate. <br />i-i'ECOHD DRAWING <br />c o rections By <br />, changes f <br />r" r4 P lysin .is Drawing Shou V—; <br />Al information By inspecting The Site Of Wa►i <br />Sta 14+43 - <br />(18' Rt) <br />� Ito <br />12+00 <br />13+00 <br />14+00 <br />d d- <br />OG=1 .25 <br />0 v <br />00 <br />2.5 <br />N <br />_ <br />............ <br />............................. :............................................. <br />Exist................. <br />..................................................... <br />............................................... <br />:........................ <br />................................... <br />........... <br />Z <br />10+14 <br />OG=1 .38 <br />FG=1.38 <br />11+00 <br />OG=1 .71 <br />FG=1.27 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Jonathan Curry 05117--v4ve� , <br />12+00 <br />13+00 <br />14+00 <br />OG=1 .49 <br />OG=1 .25 <br />OG=0.93 <br />2.5 <br />.................... :......... ..... ........................ <br />............................................................>.................................................,............................................... <br />:.... .... <br />............ <br />............................. :............................................. <br />Exist................. <br />..................................................... <br />............................................... <br />:........................ <br />................................... <br />........... <br />2.0 <br />(Princeton Avenue: Wisconsin Avenue to Kirk Avenue) <br />4 of 11 <br />1.5 <br />'• �..... -0.08 .....-.....' <br />.... <br />-...........- . _.................................. <br />. <br />Const ........ <br />1 <br />1.0 <br />....�\ -0.19 Rt .............................................. <br />-- - <br />---- <br />'• .......-0.30%..... ........... <br />%--------0.37Rt <br />T. <br />-.-..-........... -... <br />_................. <br />- <br />1 <br />.......-.................... <br />,. <br />.... .... <br />.............................. <br />......,..........._- <br />....... <br />....... ....;................. 0.39% <br />C <br />0.0 <br />.......... <br />? <br />M........................... <br />o + <br />-00 <br />o .. <br />+ <br />.............................. <br />:. <br />---- <br />------ <br />----- <br />................. <br />........... <br />� <br />C <br />-0.5 <br />- <br />-1.0 <br />.............. J ....,. <br />:.�.Z <br />ASSUMED DATUM: :............................................... <br />.�._....... <br />- <br />-1.5 <br />...............v <br />; cn z <br />Wisconsin <br />Sta <br />Avenue <br />PROFILE SCALE <br />10+00 (Lt 16') <br />.....................a <br />.+.�....... <br />�t 41 <br />- <br />-2.0 <br />. ..................:........................................:........ <br />Bolt <br />at EP 0 20 40 <br />80 Horiz <br />0' o <br />Utility depths and locations <br />a , <br />-2.5 <br />..................... <br />........ <br />Elev <br />= 1.359 0 2 <br />4 Vert <br />are not shown on profile. ....................... <br />n a .... <br />° <br />- <br />10+14 <br />OG=1 .38 <br />FG=1.38 <br />11+00 <br />OG=1 .71 <br />FG=1.27 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Jonathan Curry 05117--v4ve� , <br />12+00 <br />13+00 <br />14+00 <br />OG=1 .49 <br />OG=1 .25 <br />OG=0.93 <br />FG=0.98 <br />FG=0.68 <br />FG=0.39 <br />PLAN AND PROFILE <br />WEST COUNTRY CLUB <br />RECONSTRUCTION, PHASE 8 <br />Sheet No. <br />(Princeton Avenue: Wisconsin Avenue to Kirk Avenue) <br />4 of 11 <br />CHECKED <br />DATE <br />