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-Zc4W ''. Nwo a 0� a o II r R/W 1~/1 W lJi � Q AC 6 EXIST. EP ©� /CONSTRUCTION 0 rgs F EXIST. EP w; y� �� ryptie s,1J N \ © ® R/W ADJUST MH-'` w FRAME & COVER < W TO GRADE � a0a 0n � N N H W J F-ZJ N m W N W W • • 10 20 40 km mm K;w TOTTEN AVENUE - ALTERNATIVE BID "B" (ADDMVE BID ITEM) CONSTRUCTION NOTES: ❑i STA. 6+12.5 (14' LT) CONST. 18" STORM DRAIN INLET CATCH BASIN PER CO. STD. DWG CW -D14. 42 LF 12" RCP CLIII S= 0.0100 FLO DI= 19.85 FLO SDMH= 19.43 GRATE= 21.7 STA. 6+81 (17.6' LT) CONST. 18" STORM DRAIN INLET CATCH BASIN PER CO. STD. DWG CW -D14. 36 LF 12" RCP CLIII S= 0.0100 FLO DI= 19.79 FLO SDMH= 19.43 GRATE= 22.6 EXIST. GROUND �v U? ® N N N N N N v v v v v v v 26 22 E7 14 10 umenaa,nm„„.a imm un m mmr. Call before you Dig. 1-800.642.2444 ` umomw vrx xmr pay MYRAN AVE. i h / �)<•� _._ „In/�^. Imo' ADJUST MH -;i FRAME & COVER - 1 TO GRADE .. ". / STA. 6+61.3 TOTTEN AVE. O MYRAN AVE. L ^ INTERSECTION ©� © �gd 3 L ADJUST MH FRAME &� COVER TO GRADE MYRAN AVE. ❑3 STA. 6+78 (26' RT) ❑5 CONST. SDMH TYPE -1. (SEE ® CONSTRUCT SADDLE TYPE SDMH CONST. 18" STORM DRAIN INLET PROFILE FOR CALLOUT) (SEE PROFILE FOR CALLOUT) CATCH BASIN PER CO. STD. DWG CW -D14. © STA. 1+31 19'LT 34 LF 12" RCP CLIII S= 0.0265 ( ) © CLEAN AND FLUSH EXISTING DRAIN INLET, FLO DI= 20.0 CONST. 18" STORM DRAIN INLET CATCH CULVERTS AND/OR LATERAL AFTER NEW FLO SDMH= 19.43 BASIN PER CO. STD. DWG CW -D14. STORM DRAIN FACILITIES ARE COMPLETE. GRATE= 22.2 22 LF 12" RCP CLIII S= 0.0123 FL 0 D1= 16.75 ® REGRADE DITCH OR SWALE FL 0 SDMH= 16.48 ® STA. 6+34 (23' RT) GRATE= 20.7 CONST. 18" STORM DRAIN INLET AC INSTALL AC OVERLAY (TYPE B) PER CATCH BASIN PER CO. STD. DWG CW -D14. ❑7 STA. 1+16 (14' RT) DETAIL ASSSHOWN ON C-2. 28 LF 12" RCP CLIII S= 0.0204 CONST. 18" STORM DRAIN INLET CATCH FLO DI= 20.0 BASIN PER CO. STD. DWG CW -D14. ®RELOCATE WATER PIPELINE FLO SDMH= 19.43 16 LF 12" RCP CLIII S= 0.0169 BY OTHERS GRATE= 22.4 FL 0 DI= 16.75 FL 0 SDMH= 16.48 RGRELOCATE GAS PIPELINE GRATE= 20.8 BY OTHERS EXIST. a a rn n GROUND N M M EXIST. GROUND 0 DITCH FL (RT) GR, �1 �-EXIST. GROUND O CONSTRUCTION ¢ -EXIST. WATER MAIN GAS MAIN EXIST. GROUND 0 DITCH FL (LT) -...,\ _ i 1 1 / GRATE 21.7 LT (ASSUMED DEPTH OF 36") ) (ASSUMED DEPTH OF 30") \ / REGRADE DITCH FL (LT) & (RT) CONTRACTOR TO VERIFY DEPTH j CONTRACTOR TO VERIFY DEPTH - GRATE 22.4 RT TO FLOW TO DI EXIST. GROUND 0 DITCH FL (RT) PRIOR TO CONSTRUCTION I PRIOR TO CONSTRUCTION -\ 1 GRATE 20.7 LT - ORATE 20.8 RT. 1 I II 183 LF 18" RCP CL -III S=0.0030 - - - - - I I -I FLi6 75 LT EXIST. GROUND 0 DITCH FL (LT) -_I 356 LF ]8" RCP CL -III 5=0.0068 FL 19.85LT FL .20.0.. RT 1 w 0 a m0 SUNSET AVE. + ¢ -< DU 0 + w -Zc4W ''. Nwo a 0� a o II r R/W 1~/1 W lJi � Q AC 6 EXIST. EP ©� /CONSTRUCTION 0 rgs F EXIST. EP w; y� �� ryptie s,1J N \ © ® R/W ADJUST MH-'` w FRAME & COVER < W TO GRADE � a0a 0n � N N H W J F-ZJ N m W N W W • • 10 20 40 km mm K;w TOTTEN AVENUE - ALTERNATIVE BID "B" (ADDMVE BID ITEM) CONSTRUCTION NOTES: ❑i STA. 6+12.5 (14' LT) CONST. 18" STORM DRAIN INLET CATCH BASIN PER CO. STD. DWG CW -D14. 42 LF 12" RCP CLIII S= 0.0100 FLO DI= 19.85 FLO SDMH= 19.43 GRATE= 21.7 STA. 6+81 (17.6' LT) CONST. 18" STORM DRAIN INLET CATCH BASIN PER CO. STD. DWG CW -D14. 36 LF 12" RCP CLIII S= 0.0100 FLO DI= 19.79 FLO SDMH= 19.43 GRATE= 22.6 EXIST. GROUND �v U? ® N N N N N N v v v v v v v 26 22 E7 14 10 umenaa,nm„„.a imm un m mmr. Call before you Dig. 1-800.642.2444 ` umomw vrx xmr pay MYRAN AVE. i h / �)<•� _._ „In/�^. Imo' ADJUST MH -;i FRAME & COVER - 1 TO GRADE .. ". / STA. 6+61.3 TOTTEN AVE. O MYRAN AVE. L ^ INTERSECTION ©� © �gd 3 L ADJUST MH FRAME &� COVER TO GRADE MYRAN AVE. ❑3 STA. 6+78 (26' RT) ❑5 CONST. SDMH TYPE -1. (SEE ® CONSTRUCT SADDLE TYPE SDMH CONST. 18" STORM DRAIN INLET PROFILE FOR CALLOUT) (SEE PROFILE FOR CALLOUT) CATCH BASIN PER CO. STD. DWG CW -D14. © STA. 1+31 19'LT 34 LF 12" RCP CLIII S= 0.0265 ( ) © CLEAN AND FLUSH EXISTING DRAIN INLET, FLO DI= 20.0 CONST. 18" STORM DRAIN INLET CATCH CULVERTS AND/OR LATERAL AFTER NEW FLO SDMH= 19.43 BASIN PER CO. STD. DWG CW -D14. STORM DRAIN FACILITIES ARE COMPLETE. GRATE= 22.2 22 LF 12" RCP CLIII S= 0.0123 FL 0 D1= 16.75 ® REGRADE DITCH OR SWALE FL 0 SDMH= 16.48 ® STA. 6+34 (23' RT) GRATE= 20.7 CONST. 18" STORM DRAIN INLET AC INSTALL AC OVERLAY (TYPE B) PER CATCH BASIN PER CO. STD. DWG CW -D14. ❑7 STA. 1+16 (14' RT) DETAIL ASSSHOWN ON C-2. 28 LF 12" RCP CLIII S= 0.0204 CONST. 18" STORM DRAIN INLET CATCH FLO DI= 20.0 BASIN PER CO. STD. DWG CW -D14. ®RELOCATE WATER PIPELINE FLO SDMH= 19.43 16 LF 12" RCP CLIII S= 0.0169 BY OTHERS GRATE= 22.4 FL 0 DI= 16.75 FL 0 SDMH= 16.48 RGRELOCATE GAS PIPELINE GRATE= 20.8 BY OTHERS EXIST. a a rn n GROUND N M M EXIST. GROUND 0 DITCH FL (RT) GR, �1 �-EXIST. GROUND O CONSTRUCTION ¢ -EXIST. WATER MAIN GAS MAIN EXIST. GROUND 0 DITCH FL (LT) -...,\ _ i 1 1 / GRATE 21.7 LT (ASSUMED DEPTH OF 36") ) (ASSUMED DEPTH OF 30") \ / REGRADE DITCH FL (LT) & (RT) CONTRACTOR TO VERIFY DEPTH j CONTRACTOR TO VERIFY DEPTH - GRATE 22.4 RT TO FLOW TO DI EXIST. GROUND 0 DITCH FL (RT) PRIOR TO CONSTRUCTION I PRIOR TO CONSTRUCTION -\ 1 GRATE 20.7 LT - ORATE 20.8 RT. 1 I II 183 LF 18" RCP CL -III S=0.0030 - - - - - I I -I FLi6 75 LT EXIST. GROUND 0 DITCH FL (LT) -_I 356 LF ]8" RCP CL -III 5=0.0068 FL 19.85LT FL .20.0.. RT 1 1+00 2+00 CAUTIONI I HORR 1' -20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, VERT T _2, UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE IMPROVEMENTS. 'GINEER DATE CHECKED DATE SUBMITTED CO. STD. DWG CW -S7 FL= 19.28 12"IN) FL= 18.89 18" THRU) CO. STD. DWG D-18 I FL= 19.43 12" (IN) FL= 19.43 15" (IN) (E,N,W) FL= 19.43 18" (OUT) 5 LF 15" RCP CLASS III 0 0.0030 (E,N, W) 3+00 4+00 5+ EAST STOCKTON STORM DRAINAGE IMPROVEMENTS REV DATE DESCRIPTION DATE AGEN. DATE COW _ - y�P C9 -- - G.C. WALLACE OF CALIFORNIA, INC. p p No, 031952 E., 12-31-04 -- DATE PPROVAL �Engineers/Planners/Surveyors OMMEN ED DATE _ -2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 92f c1y1� i )i� TELEPHONE: (916) 286 -7600 -FAX: (916) 286-7601 SOF -c EXIST. 26 1 22 1 ill 14 10 TOTTEN AVENUE DEPARTMENT OF PUBLIC WORKS SAN JOAOUIN COUNTY, CALIFORNIA 1'; AS NOTED SHEET NO 25 R SM--- C25 SDH STA 1+00 TO STA 6+U5 OF 30 SHEETS RUM..... 277-001[, DA',]�- )-o4 PROJECT N0. \ \.FL 16.75 (RT) , STA. 1+16.17 2' LT CONST. TYPE -1 SDMH PER CO. STD. DWG CW -S7 a FL- 16.48 12 (IN) \ FL= 16.48 15" 5 LF 0 S=0.0030 J ((IN) �FL= 16.48 18" THRU) VIi ZF N \ 16 LF 18" RCP 3 m w CL -14 S-0.0044 0 .aa + F�roro aOOJJ V1UUWw 1+00 2+00 CAUTIONI I HORR 1' -20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, VERT T _2, UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE IMPROVEMENTS. 'GINEER DATE CHECKED DATE SUBMITTED CO. STD. DWG CW -S7 FL= 19.28 12"IN) FL= 18.89 18" THRU) CO. STD. DWG D-18 I FL= 19.43 12" (IN) FL= 19.43 15" (IN) (E,N,W) FL= 19.43 18" (OUT) 5 LF 15" RCP CLASS III 0 0.0030 (E,N, W) 3+00 4+00 5+ EAST STOCKTON STORM DRAINAGE IMPROVEMENTS REV DATE DESCRIPTION DATE AGEN. DATE COW _ - y�P C9 -- - G.C. WALLACE OF CALIFORNIA, INC. p p No, 031952 E., 12-31-04 -- DATE PPROVAL �Engineers/Planners/Surveyors OMMEN ED DATE _ -2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 92f c1y1� i )i� TELEPHONE: (916) 286 -7600 -FAX: (916) 286-7601 SOF -c EXIST. 26 1 22 1 ill 14 10 TOTTEN AVENUE DEPARTMENT OF PUBLIC WORKS SAN JOAOUIN COUNTY, CALIFORNIA 1'; AS NOTED SHEET NO 25 R SM--- C25 SDH STA 1+00 TO STA 6+U5 OF 30 SHEETS RUM..... 277-001[, DA',]�- )-o4 PROJECT N0.