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w <br />O <br />a m0 <br />SUNSET AVE. + <br />¢ -< <br />DU 0 + <br />w <br />-Zc4W ''. Nwo <br />a 0� a o II r R/W <br />1~/1 W lJi � <br />Q AC <br />6 EXIST. EP ©� /CONSTRUCTION 0 rgs <br />Q <br />EXIST. EP <br />w; y� �� �ryptie <br />s,1J N \ © ® R/W <br />ADJUST MH-'` w <br />FRAME & COVER < W <br />TO GRADE <br />� a0a <br />0n � <br />N N <br />H W J F-ZJ <br />N m W N W W <br />• • 10 20 40 <br />TOTTEN AVENUE - ALTERNATIVE BID "B" <br />(ADDMVE BID ITEM) <br />CONSTRUCTION NOTES: <br />❑i STA. 6+12.5 (14' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />42 LF 12" RCP CLIII S= 0.0100 <br />FLO DI= 19.85 <br />FLO SDMH= 19.43 <br />GRATE= 21.7 <br />STA. 6+81 (17.6' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />36 LF 12" RCP CLIII S= 0.0100 <br />FLO DI= 19.79 <br />FLO SDMH= 19.43 <br />GRATE= 22.6 <br />EXIST. <br />GROUND �v U? <br />® N N N N N N <br />v v v v v v v <br />26 <br />22 <br />E7 <br />14 <br />10 <br />umenaa,nm„„.a <br />imm un m mmr. <br />Call <br />before you <br />Dig. <br />1-800-642.2444 <br />` umomw vrx xmr pay <br />MYRAN AVE. <br />i <br />h <br />ADJUST MH <br />-;i FRAME & COVER <br />- 1 TO GRADE <br />.. <br />". / STA. 6+61.3 TOTTEN AVE. <br />O MYRAN AVE. <br />L ^ <br />INTERSECTION <br />©� <br />© �gd 3 <br />L <br />ADJUST MH FRAME &� <br />COVER TO GRADE <br />MYRAN AVE. <br />❑3 STA. 6+78 (26' RT) ❑5 CONST. SDMH TYPE-1. (SEE ® CONSTRUCT SADDLE TYPE SDMH <br />CONST. 18" STORM DRAIN INLET PROFILE FOR CALLOUT) (SEE PROFILE FOR CALLOUT) <br />CATCH BASIN PER CO. STD. DWG CW-D14. © STA. 1+31 19'LT <br />34 LF 12" RCP CLIII S= 0.0265 ( ) © CLEAN AND FLUSH EXISTING DRAIN INLET, <br />FLO DI= 20.0 CONST. 18" STORM DRAIN INLET CATCH CULVERTS AND/OR LATERAL AFTER NEW <br />FLO SDMH= 19.43 BASIN PER CO. STD. DWG CW-D14. STORM DRAIN FACILITIES ARE COMPLETE. <br />GRATE= 22.2 22 LF 12" RCP CLIII S= 0.0123 <br />FL 0 D1= 16.75 ® REGRADE DITCH OR SWALE <br />FL 0 SDMH= 16.48 <br />® STA. 6+34 (23' RT) GRATE= 20.7 <br />CONST. 18" STORM DRAIN INLET AC INSTALL AC OVERLAY (TYPE B) PER <br />CATCH BASIN PER CO. STD. DWG CW-D14. ❑7 STA. 1+16 (14' RT) DETAIL ASSSHOWN ON C-2. <br />28 LF 12" RCP CLIII S= 0.0204 CONST. 18" STORM DRAIN INLET CATCH <br />FLO DI= 20.0 BASIN PER CO. STD. DWG CW-D14. ® RELOCATE WATER PIPELINE <br />FLO SDMH= 19.43 16 LF 12" RCP CLIII S= 0.0169 BY OTHERS <br />GRATE= 22.4 FL 0 DI= 16.75 <br />FL 0 SDMH= 16.48 RG RELOCATE GAS PIPELINE <br />GRATE= 20.8 BY OTHERS <br />EXIST. <br />a a rn n GROUND <br />N M M <br />EXIST. GROUND 0 DITCH FL (RT) <br />GR, <br />�1 �-EXIST. GROUND O CONSTRUCTION ¢ <br />-EXIST. WATER MAIN GAS MAIN EXIST. GROUND 0 DITCH FL (LT) -...,\ _ <br />i 1 1 / GRATE 21.7 LT <br />(ASSUMED DEPTH OF 36") ) (ASSUMED DEPTH OF 30") \ / <br />REGRADE DITCH FL (LT) & (RT) CONTRACTOR TO VERIFY DEPTH j CONTRACTOR TO VERIFY DEPTH - GRATE 22.4 RT <br />TO FLOW TO DI EXIST. GROUND 0 DITCH FL (RT) PRIOR TO CONSTRUCTION I PRIOR TO CONSTRUCTION -\ 1 <br />GRATE 20.7 LT <br />- ORATE 20.8 RT. <br />1 <br />I <br />II <br />i ( I 183 LF 18" RCP CL-III S=0.0030 - - - - - <br />I <br />I <br />-I FL i6 75 LT EXIST. GROUND 0 DITCH FL (LT) -_I356 LF ]8" RCP CL-III 5=0.0068 <br />FL 19.85 JLTFL 2D.0.. RT 1 <br />\_ELIL75 RT <br />STA. 1+16.17 2' LT <br />CONST. TYPE-1 SDMH PER <br />CO. STD. DWG CW-S7 <br />a <br />FL- 16.48 12 (IN) <br />\ FL= 16.48 15" 5 LF 0 S=0.0030 <br />J <br />((IN) <br />�FL= 16.48 18" THRU) <br />v13zF <br />N <br />\ 16 LF 18" RCP <br />3 w m CL-14 S-0.0044 <br />0 <br />.aa <br />+ <br />F�roro <br />a <br />OOJJ <br />V1UUWw <br />1+00 2+00 <br />CAUTIONI I <br />HORR 1' -20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />VERT T _2' UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND <br />LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS <br />MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE <br />IMPROVEMENTS. <br />'GINEER DATE CHECKED DATE SUBMITTED <br />CO. STD. DWG CW-S7 <br />FL= 19.28 12" IN) <br />FL= 18.89 18" THRU) <br />CO. STD. DWG D-18 I <br />FL= 19.43 12" (IN) <br />FL= 19.43 15" (IN) (E,N,W) <br />FL= 19.43 18" (OUT) <br />5 LF 15" RCP <br />CLASS III 0 0.0030 <br />(E,N, W) <br />3+00 4+00 5+ <br />EAST STOCKTON <br />STORM DRAINAGE IMPROVEMENTS <br />REV DATE DESCRIPTION DATE AGEN. DATE COW _ - <br />y�P C9 <br />-- - G.C. WALLACE OF CALIFORNIA, INC. p p No, C31952 <br />Exp. 12-31-04 <br />-- DATE PPROVAL �Engineers/Planners/Surveyors <br />OMMEN ED DATE 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 92f c1y1� <br />i <br />)i� TELEPHONE: (916) 286-7600 • FAX: (916) 286-7601 �OF -c <br />EXIST. <br />26 1 <br />22 1 <br />ill <br />14 <br />10 <br />TOTTEN AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />1'; <br />AS NOTED SHEET NO 25 R <br />SM--- C25 <br />SUN STA 1+00 TO STA 6+U5 OF 30 SHEETS <br />RUM..... 277-001[, <br />DA',]�- )-04 PROJECT NO I- <br />