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Rf <br />Sta 19+62 <br />0 18' (Lt) <br />+ Sta 19+31 <br />9 <br />O <br />N <br />0 <br />410 <br />a. <br />C: — <br />-.........__._..____...U._. -o................w..._..., _._..._._..gq..— <br />See Reconstruct Curb Ramp <br />Detail, Sheet No. 9 <br />Ln I <br />See Reconstruct - <br />Curb Ramp Detail, <br />Sheet No. 9 <br />EVVRD DRAW104 ",._) <br />Nf- <br />+ <br />rn <br />r` <br />+ <br />Sta 20+32 N <br />v <br />4-1 <br />U) <br />k <br />F- EP/Lip <br />rn 20 <br />4 — <br />0 <br />N <br />Ly I II i 4' (Ty p) Cn <br />0Sta 21 +05 <br />7 <br />w 1 ii i Existing <br />Q 1 tree to be <br />II I removed <br />P R IIN C <br />r <br />°Ln° <br />------- <br />0) <br />+ <br />+ <br />h7 <br />(n z <br />+ <br />I E <br />I <br />N <br />� <br />2 5 Utility depths and <br />arenot shown on <br />locations <br />profile. <br />N <br />N <br />(15' <br />N <br />N <br />v k <br />N <br />J <br />�' <br />w>i. •' �' <br />U <br />04 <br />.................. <br />N <br />+ <br />I 0) <br />0 <br />O ..... . <br />.Sta <br />v <br />N <br />v <br />4-1 <br />� <br />9 <br />O <br />N <br />0 <br />410 <br />a. <br />C: — <br />-.........__._..____...U._. -o................w..._..., _._..._._..gq..— <br />See Reconstruct Curb Ramp <br />Detail, Sheet No. 9 <br />Ln I <br />See Reconstruct - <br />Curb Ramp Detail, <br />Sheet No. 9 <br />EVVRD DRAW104 ",._) <br />Nf- <br />+ <br />rn <br />r` <br />+ <br />Sta 20+32 N <br />v <br />4-1 <br />U) <br />k <br />F- EP/Lip <br />rn 20 <br />4 — <br />0 <br />N <br />Ly I II i 4' (Ty p) Cn <br />0Sta 21 +05 <br />7 <br />w 1 ii i Existing <br />Q 1 tree to be <br />II I removed <br />P R IIN C <br />r <br />°Ln° <br />Const <br />0) <br />+ <br />+ <br />h7 <br />M <br />+ <br />N <br />+ <br />N <br />N <br />2 5 Utility depths and <br />arenot shown on <br />locations <br />profile. <br />N <br />N <br />(15' <br />N <br />N <br />v k <br />N <br />N <br />N <br />............................... <br />.................. <br />N <br />0 <br />0 <br />O ..... . <br />.Sta <br />1.5 <br />U) <br />Adjust MH <br />N <br />N, <br />N <br />V) <br />*7-i__ _—y"__ _.:_'_____w______ --- <br />-'— <br />T 0 <br />._T0 N AVE N U E <br />M <br />- <br />Const <br />'3'0) <br />I <br />+ <br />h7 <br />Wtormation By Inspecting fne She (n .:,.rte <br />U) <br />N <br />N <br />I <br />N <br />N <br />2 5 Utility depths and <br />arenot shown on <br />locations <br />profile. <br />N <br />N <br />(15' <br />Rt) <br />v <br />v k <br />Rt <br />........... <br />............................... <br />.................. <br />..........................................0) <br />+ II 0 <br />2 4 Ve rt <br />O ..... . <br />.Sta <br />1.5 <br />Adjust MH <br />--7 <br />eco <br />I EP/Lip l+ <br />N <br />N <br />to Sta 21+18 and 0 <br />+ Sta 21+30 Existing <br />cv trees to remain in <br />0 place <br />N <br />Note: Utility locations are oproximate. <br />G— <br />LO00+ <br />Lj— <br />N <br />N <br />U-) LO + <br />0 <br />— <br />I <br />+ <br />h7 <br />Wtormation By Inspecting fne She (n .:,.rte <br />U) <br />N <br />N <br />I <br />4-1 <br />41 <br />�I <br />2 5 Utility depths and <br />arenot shown on <br />locations <br />profile. <br />Sto <br />23+36 <br />(15' <br />Rt) <br />O <br />Lo <br />+ <br />N c0 <br />(n Z <br />I � <br />C: <br />J) <br />U <br />0 <br />z s+vuvria Lay— <br />ar 1, —0 <br />e. <br />t Changes r [a..tw.+�. y O <br />tti __,_.sem_. . n._ _ . w ._. <br />,r F'�r'sori Using rhis i)rrwirrg .Shr)ui L <br />� <br />L + <br />O O� <br />0 o — <br />N <br />U-) LO + <br />0 <br />— <br />O <br />N N + <br />_ <br />O <br />N <br />II <br />cD <br />CD c0 + <br />Lf? <br />N <br />c0 <br />Oo <br />jl f <br />Wtormation By Inspecting fne She (n .:,.rte <br />U) <br />O LL- (n <br />II II <br />41 <br />O Ll- (n <br />jl <br />Q_ <br />O LL- (n <br />101 o <br />v <br />O LOi (n <br />O Li - <br />2 5 Utility depths and <br />arenot shown on <br />locations <br />profile. <br />........................... <br />.............................................................................................. <br />O <br />�'•.. <br />PROFILE SCALE <br />0 20 40 80 Horiz <br />................ <br />Rt <br />Sheet No. <br />6 of 11 <br />o2.0 <br />O <br />... <br />19+62 <br />Rt <br />........... <br />............................... <br />.................. <br />..........................................0) <br />+ II 0 <br />2 4 Ve rt <br />O ..... . <br />.Sta <br />1.5 <br />Adjust MH <br />r-.:.................................................:.........N. <br />r- <br />I ........ 1 <br />1.0 <br />....................... <br />to FG............._ . <br />1 14% <br />.................... <br />1...................................................................N <br />029 _ <br />_ <br />J ............... <br />o <br />ri. <br />Exist ............... N <br />I 1 <br />�...... <br />0.5 <br />- <br />0.41 <br />-.... . ... • <br />:........................ <br />0 _ <br />- 999 <br />-...— <br />�._. <br />_..._..... <br />(n z <br />. ............ Const................. <br />........v. <br />�... <br />0. <br />..........-.� <br />...�. . <br />-0.5 <br />-0.34% <br />I �•' <br />1XI <br />___ <br />.- <br />�.._......... ... .... <br />.................o <br />-1.0 .......................... <br />................. <br />�..o <br />... <br />.� ... <br />ASSUMED DATUM: <br />N <br />0 00 .o.........� <br />r7 <br />O...M. <br />N��T..�.-_1_ <br />0....................................................................'.........—,.:- <br />__ <br />- <br />-1.5........................................... <br />+.. <br />II.... <br />+.. <br />Wisconsin Avenue <br />coo <br />+ II + .. II... <br />.. ... +. <br />II... <br />+. <br />.......... <br />................ ,.............. .................. <br />........ ........... .... <br />_ <br />-2.0 <br />� <br />°) <br />�, <br />Sta <br />10+00 (Lt 16') <br />o 41 O J <br />N N.. <br />J <br />N. <br />- <br />............................................. <br />-2.5...........................................N..z <br />v <br />J <br />...N <br />0 <br />.a ... <br />Bolt <br />Elev <br />at EP <br />= 1.359 <br />J J <br />v v <br />Ll- .z <br />......N. <br />0 <br />......(A <br />J <br />z...U) <br />v <br />.........................:.... <br />J <br />Z' <br />.............................................. <br />Sto 23+36 Rt <br />Rim Elev=1.00' ............. <br />I <br />- <br />(ten <br />((A <br />19+00 <br />20+00 <br />21+00 <br />22+00 <br />23+00 <br />OG=0.65 <br />OG=1 <br />.08 <br />OG=0.55 <br />OG=0.20 <br />OG=0.09 <br />FG=0.34 <br />FG=1 <br />.08 <br />FG=0.07 <br />FG= -0.22 <br />FG= -0.51 <br />COUNTY OF SAN JOAQUIN <br />NO <br />SCALE <br />PLAN AND <br />PROFILE <br />WEST <br />COUNTRY CLUB RECONSTRUCTION, PHASE 8 <br />(Princeton Avenue: Wisconsin <br />Avenue to Kirk Avenue) <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Jonathan Curry 05/17 <br />/��/ <br />Sheet No. <br />6 of 11 <br />