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J <br />A <br />Mm <br />m <br />m <br />z <br />P <br />Ln <br />-0 6 <br />(f) -71 <br />X_- <br />4-1 <br />Q) Cn <br />C <br />Q) <br />-C <br />Q) <br />(n <br />cay.ty <br />HECORD DRAWING"" <br />Corrections By <br />fjo Changes By, <br />Date <br />F.ny Person URsng This Drawing Shoum V!%4 <br />Ali Information By Inspecting The Site Of War^ <br />Sto 16+79 <br />(15' Lt) <br />0 <br />. .......................... <br />0 <br />rn <br />U-) <br />. ..................................... <br />0) <br />L0 <br />0 <br />0 <br />C14 <br />r- <br />2.0 <br />+ <br />CN C� <br />+ <br />-q- -.4- <br />+ <br />r) <br />L0 <br />Ln 0 <br />(b <br />O <br />(0 <br />........... Exist . ................... <br />0 <br />CD <br />- <br />CD 0 <br />1 <br />II II <br />CD <br />II II <br />............ <br />II II <br />(Do <br />V) <br />0 LL- <br />V) <br />0 LL- <br />V) <br />0 LL- <br />0 <br />Ln <br />00 <br />Ln <br />C; <br />4 <br />1 <br />Q) <br />-C <br />Note: Utility locations are aproximate. <br />2.5.. <br />. .......................... <br />rn <br />U-) <br />. ..................................... <br />. <br />.............. ................. ........................... ........... <br />00 00 <br />2.0 <br />.......................... <br />+ <br />......... * .................. <br />Ln <br />r, <br />. . <br />1 <br />00 00 <br />............. . .. .......................................................... <br />:co 00 <br />1.5 . <br />........... Exist . ................... <br />....... ......................... <br />..... <br />. 11 .. <br />....... -:0 1 1 <br />Const ........... .............. <br />1 <br />1.0 <br />............ <br />(n <br />--j <br />z <br />_—j <br />LL- <br />—.1 <br />.............. <br />Li- <br />--1], <br />—.1 —j <br />0.5 <br />............. <br />......... ......... <br />41 <br />................ V). <br />-Z. 0 <br />z . <br />......... LL-. LL . ....... .............................. i ...... ---- <br />V) z z <br />C <br />0.0 <br />39% <br />Rt <br />0.46 .. <br />...... ............................. <br />—0.19% <br />.............. . ... 0.41%...... ........ <br />C <br />................. <br />—0.5—.-0.37% <br />....... 7— --7-�-- �-- <br />. ...... . <br />7 7 �n. <br />............. ......... 0.34% <br />i * U -0- ASSUMED DATUM: <br />—1.5 Wisconsin Avenue <br />—2.0 Sta 10+00 (Lt 16') <br />Bolt at EP <br />—2.51 Elev = 1.359 <br />15+00 <br />OG=0.67 <br />FG=0.00 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATEPROJECT ENGINEER DATE <br />Jonathan Curry 05117 <br />........................ .................. ....... ... ........................... .................. ..................... <br />...................................... .......... ................ <br />PROFILE SCALE <br />0 20 40 80 Horiz <br />Utility depths and locations <br />are not shown on profile. 0 2 4 Vert <br />16+00 <br />OG=0.34 <br />FG= -0.42 <br />00 1 <br />7 17+00 <br />rn <br />T OG=0-10 <br />+ FG= -0.49 <br />Q0 <br />LL- LL - <br />z 71 <br />PLAN AND PROFILE <br />CHECKED DATE <br />18+00 <br />OG=0.40 <br />FG= -0.08 <br />WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 1 Sheet No. <br />(Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 5 of 11 <br />