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0.30' AC <br />0,50' AC Base <br />'ON 133HS I 213MVWI <br />x <br />x <br />x <br />x r <br />Sta 6+42 (47' Lt) <br />Adjust SDI Frame <br />& Grate to Grades Conform <br />Place AC (Misc Areas) x t 2, ' <br />at End of CG&S <br />See Detail Sheet 21 n <br />I <br />I I <br />Sta 6+35 (Lt) �o'o <br />Const Type A I <br />Sto 6+00 to Sto 6+42 Ramp <br />Const 52 LF CG&S <br />--- -- J <br />` I 0 co <br />000a M M I I c) cu co <br />��1 x 0 <br />(A V) N � <br />0 3 12 13 <br />o <br />cn r X I <br />m:3 E L E V E JH ' <br />CURVE DATA <br />CURVE <br />NO. <br />RADIUS <br />LENGTH <br />STATION <br />BCR <br />ECR <br />12 <br />25.5' <br />34.62' <br />6+ 17 <br />6+42 <br />13 <br />25.5' <br />34.62' <br />1 6+79 <br />7+04 <br />Sto 6+81 (44' Lt) <br />Adjust SDI Frame <br />& Grate to Grade <br />Place AC (Misc Areas) <br />at End of CG&S <br />See Detail Sheet 21 <br />Sta 6+86 (Lt) <br />Const Type A <br />Ramp <br />+ <br />�� <br />s <br />Z <br />- <br />Q - <br />------G----- <br />Sto 6+60 (l 1- Ih St) <br />L ----- <br />0 <br />= Sto 5+00 (Ash <br />X <br />x <br />+ <br />o - <br />N <br />0 <br />0 <br />x .. . <br />�;On <br />Relocate Exist <br />Sta 6+00 (Rt <br />Utility Pole by <br />Const `type B <br />others (Typ) <br />Ramp <br />Sta 6+45 (16' Rt) <br />Sta 6+63 (3' Rt) <br />Adjust SDI Frame <br />Reset SS Manhole <br />& Grate to Grade <br />Frame Ac Cover <br />to Grade <br />i Const = i R/W <br />Sta 6+79 to Sta 11 +00 <br />Const 431 LF CG&S <br />6"W(AC) <br />— <br />-------G- — <br />- ------------ <br />x <br />Ln <br />Sta 6+88 (17' Rt) <br />Const Mod SD Manhole (Type 1) <br />with 24"0 Frame & Grate <br />Connect to Exist Storm Drain <br />Grate Elev = 19.63' <br />Sta 8+43 (17' Lt) <br />Sta 7+80 (17' Rt) Const 18" 0 SDI <br />S;ta 8+43 (17' Lt) Grate Elev = 20.20' <br />Place 72 LF Invert Elev = 16.70' <br />12"0 RCP (CI IV) <br />Back of Walk <br />z x <br />x —x <br />X <br />x <br />i <br />O -- <br />- <br />Const Mod SD Manhole (Type 1) Const 500 LF CG&S <br />with 24"0 Frame & Grate <br />Connect to Exist Storm Drain <br />Grate Elev = 20.10' <br />Invert Elev Northeast = 1 5JO' <br />Sta 9+50 (17' Lt) <br />Const 18" 0 SDI <br />Grate Elev = 20.27' <br />Invert Elev = 16.57' <br />Y <br />z Y <br />Sta 11 +09 (Lt) <br />Const Type C Ramp <br />Exist Guard Post See Sheet 21 } <br />to remain (Typ) for Details <br />_X z x x z x x Y x <br />--- ---- -- - 6" W(AC) <br />"""� Sta 9+50 Lt) to <br />Lip LExist EP Sta 9+78 �170 <br />17' Rt) <br />12""0 RCP 44 (CI Iv) S T R E E T <br />— 10-- <br />— <br />----G-—————— — — — — —— <br />.: X <br />X'f <br />j <br />X Y <br />Lsta 9+78 (17' Rt) <br />Construct Modified SD Manhole <br />1 ! (Type 1) with 24"0 Frame & Grate <br />Connect to Exist Storm Drain <br />Grate Elev = 20.18' <br />Invert Elev Northwest = 16,07' <br />a 0 <br />V <br />+ _ _ + <br />o cn <br />Sta 10+78 (4' Rt) Sto 11 +09 (Rt <br />Reset SS Manhole Const Type C Ramp <br />Frame & Cover See Sheet 21 x <br />to Grade for Details <br />x <br />ELEVENTH STREET iE <br />END IMPROVEMENTS <br />N <br />.,Sifq o 14-57it�-o 20 <br />N <br />Peter D. Martin <br />Registered Civil Engineer <br />Cu Exc 229 - 150 194 166 117 18 874 <br />Total <br />s Emb 0 0 0 0 0 0 0 <br />STA. 6 7 8 9 10 11 12 Sto <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Vertical Scale o 2 4 ELEVENTH STREET SOUTH STOC KTO N SIDEWALKS SHEET TOTAL <br />1a COUNTY OF SAN JOAQUIN Feet ' 0 NO. silEErs <br />7/2z./�j HorizontainSFeet 2u �° PLAN AND PROFILE (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) 3 25 <br />FILE NAME DRAWER SHEET No ACAD REVISIONS DATE <br />