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0 DAWES AVE. <br />CL INTERSECTION <br />26 <br />7 <br />mp*� <br />DAWES AVE. <br />2 <br />I7J OA1iIP-8 AVE. 4797 <br />0 Rb�l <br />(z49� <br />1 <br />ISIFcI EXIST. EPS <br />LTJ IJ \ <br />®� J M 1w <br />24+00 <br />n 6 <br />u - I <br />0 <br />o <br />Ltiyo <br />u <br />R/w DAJ2_ AVE. <br />GRA <br />W 0..sm. DWG. <br />FL={_lr <br />FL= MEM 12" <br />18 + FL= 22.23 12" <br />FL= 22.23 18" <br />N FL= 22.23 <br />FL- 22.23 24" <br />iC! <br />10 <br />ucu m oanr. <br />Call <br />before you <br />Dig. <br />1.800.642.2444 <br />umoo.o ax¢ .ort NW <br />L <br />■2111111■■6 <br />HORIZ. 1' -20' <br />VERT. 1' - 2' <br />17•\17 <br />0 <br />N <br />4793 <br />Fa G Fi <br />S L.flRl .. ©+ ti� Q ti.96 /�R/W <br />kp. <br />Fw <br />� I <br />CONSTRUCTION CL <br />4 <br />lrypbry� <br />Lrypl- <br />•.. <br />=5773 R/W <br />WAGNER AVE. <br />23' _ <br />4308 <br />4 F� <br />f <br />7RG] . .FRWI <br />26+00 _ _ n _ 27 0 <br />\6' T® <br />EXIST. EP© 4 ISI\ <br />1ti5� y5sg <br />7� <br />WAGNER AVE. <br />=5715 =5733 <br />STA. 27+11.96 E. WASHINGTON AVE. o <br />0 WAGNER AVE. N. <br />CE INTERSECTION <br />E. WASHINGTON STREET <br />a <br />R/W <br />w <br />0 <br />0 <br />Z <br />w <br />N <br />24+00 <br />25+00 <br />CONSTRUCTION NOTES <br />N <br />N <br />N <br />M <br />STA. 24+04.0 (35' LT) <br />❑7 <br />µ <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />STORM DRAINAGE IMPROVEMENTS <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />SEE DETAIL SHEET C26. <br />SEE DETAIL SHEET C26. <br />+j{ <br />-99-LF 12" MC::X 6 S= 0.0050 <br />y) <br />_ <br />-DATE <br />- <br />- <br />- EXIST. GROUND 0 <br />CONSTRUCTION <br />LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />FL 0 SDMH= 23.13 <br />FL 0 SDMH= 223x5 <br />GRATE 24.6 <br />GRATE= 24.6 a?45 <br />�2 <br />STA. 24+49.5 (26.4' RT) <br />® <br />GRATE 24.9 (LT) <br />I <br />� U <br />CONST. 18" STORM DRAIN INLET <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE_ <br />SEE DETAIL SHEET C26. <br />GRATE 25.1 RT <br />}? <br />30 LF 12" 51-0 S= 0.0100 <br />0'"04 LF 12" PVGz-EE-4= S= 0.0022 <br />--- <br />FL 0 DI= 22.61 p-11 Vf <br />FL 0 INLET= 23.65 /llfp� <br />IMPROVEMENTS. <br />FL 0 SDMH= 22.23 <br />FL 0 SDMH= 23= <br />GRATE= 24.5 <br />.. <br />GRATE 24.6 RT <br />£X1ST. GROUND 0 DITCH IFL <br />(RT) '. ;.. <br />---;-� <br />.. <br />STA. 24+05.1 (26.5' RT) <br />.. <br />GRATE: 24.8 RT <br />z <br />GRATE 24.6 LT <br />-- EXISTING WATER MAIN <br />'� <br />EXISTING GAS MAIN <br />CONNECT EXIST. 10" PIPES INTO NEW INLET. <br />(SEE PROFILE FOR CALLOUT). <br />CHECKED <br />GRAT 24.9 LT <br />SUBMITTED <br />p <br />3a <br />CATCH BASIN PER CO. STD. DWG CW -D74. <br />© <br />CLEAN AND FLUSH EXISTING DRAIN INLET, <br />39 <br />48 LF 12" R6P-49641 S= 0.0100 <br />CULVERT AND/OR LATERAL AFTER NEW <br />W <br />FL 0 DI= 22.63 {,111 pP <br />STORM'DRAIN FACILITIES ARE. COMPLETE. <br />FL 0 SDMH= 22.23 <br />z <br />GRATE= 26.3 <br />----- <br />- <br />+ <br />4 <br />❑ <br />STA. 26+90.0 (34.0' LT) <br />® <br />SLURRY SEAL ROADWAY WITH LATEX <br />N <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />MODIFIED TYPE It SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />SEE DETAIL SHEET C26. <br />259 LF 34 <br />S=0.0020 <br />FL <br />23.65- LT ... <br />FLO INLET- 23.65 µnv` <br />® <br />RELOCATE GAS PIPELINE <br />.. <br />FLO SDMH= 2S?•i8 <br />BY OTHERS <br />EXIST. <br />GROUND iP DITCH FL (LT) - <br />j <br />i <br />❑5 <br />STA. 27+33.6 (24.9' RT) <br />® <br />RELOCATE WATER PIPELINE <br />��'.' <br />FL Y .65 LT <br />- <br />BY OTHERS <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />FL 23A <br />RT <br />i <br />47 LF 15" SGA =� = S= 0.0051 <br />- <br />FL 0 DI= 23.0 Vdr - <br />FL 0 SDMH= 22.79 <br />CONTRACTOR NOTE: <br />FC_ -.'0 RT <br />ALL STORM DRAIN LINES OVER <br />{ <br />FL 22.61 RT <br />.. <br />© <br />STA. 26+87.3 (25.7' RT) <br />MUST MAINTAIN AT LEAST 4" <br />CONST. 18" STORM DRAIN INLET <br />j: <br />i <br />VERTICAL SEPARATION AS <br />t <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />SHOWN ON STD DWG. W-7. <br />I <br />35' LF 15" RCPI- S- 0.0057 <br />FLO DI= 23.0 <br />(E) �2" WATER!ST <br />FLO SDMH- 22.79 <br />GRATE= 25.1 <br />� <br />- <br />A. <br />27+06.96. <br />_ <br />.DMH PE-'?CONST.--SADDLE;-TYPE <br />SDMH P€ <br />F- S4.ib <br />W,(wi,R.i.�.o4f <br />FL- <br />S2i26:.IS- D-18 <br />}((((((JNNNNNN������ <br />S tF --T3 <br />u•ti3 <br />FL= <br />2�".r <br />.NE)129FL= <br />22 79 15"SWSE))qF <br />0 0.0020 <br />FL= <br />22 79 18" <br />1 <br />S E) $#£ I k/jOC*-OUl <br />, <br />FL= <br />22.79 enUT <br />N <br />24+00 <br />25+00 <br />CONSTRUCTION NOTES <br />27+00 <br />❑i <br />STA. 24+04.0 (35' LT) <br />❑7 <br />STA. 24+53.0 (38' LT) <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />STORM DRAINAGE IMPROVEMENTS <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />SEE DETAIL SHEET C26. <br />SEE DETAIL SHEET C26. <br />+j{ <br />-99-LF 12" MC::X 6 S= 0.0050 <br />y) <br />39 LF 12" 1WC�-Z= S= 0.0050 <br />-DATE <br />ADEN. <br />FL 0 INLET= 23.35 Arpe. <br />GCW <br />FL 0 INLET= 23.35 <br />LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />FL 0 SDMH= 23.13 <br />FL 0 SDMH= 223x5 <br />GRATE 24.6 <br />GRATE= 24.6 a?45 <br />�2 <br />STA. 24+49.5 (26.4' RT) <br />® <br />STA. 27+35.5 (35' LT) <br />I <br />� U <br />CONST. 18" STORM DRAIN INLET <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE_ <br />SEE DETAIL SHEET C26. <br />}? <br />30 LF 12" 51-0 S= 0.0100 <br />0'"04 LF 12" PVGz-EE-4= S= 0.0022 <br />--- <br />FL 0 DI= 22.61 p-11 Vf <br />FL 0 INLET= 23.65 /llfp� <br />IMPROVEMENTS. <br />FL 0 SDMH= 22.23 <br />FL 0 SDMH= 23= <br />GRATE= 24.5 <br />GRATE 24.9 'Ll -M <br />G.C. WALLACE OF CALIFORNIA, INC. <br />---;-� <br />❑3 <br />STA. 24+05.1 (26.5' RT) <br />[9 <br />CONSTRUCT SDMH SADDLE TYPE <br />z <br />REMOVE EXIST. 12" GRATE INLET, <br />CONNECT EXIST. 10" PIPES INTO NEW INLET. <br />(SEE PROFILE FOR CALLOUT). <br />CHECKED <br />CONST. 18" STORM DRAIN INLET <br />SUBMITTED <br />p <br />3a <br />CATCH BASIN PER CO. STD. DWG CW -D74. <br />© <br />CLEAN AND FLUSH EXISTING DRAIN INLET, <br />39 <br />48 LF 12" R6P-49641 S= 0.0100 <br />CULVERT AND/OR LATERAL AFTER NEW <br />W <br />FL 0 DI= 22.63 {,111 pP <br />STORM'DRAIN FACILITIES ARE. COMPLETE. <br />FL 0 SDMH= 22.23 <br />z <br />GRATE= 26.3 <br />----- <br />- <br />+ <br />4 <br />❑ <br />STA. 26+90.0 (34.0' LT) <br />® <br />SLURRY SEAL ROADWAY WITH LATEX <br />N <br />CONST. MODIFIED 18" STORM DRAIN INLET <br />MODIFIED TYPE It SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />SEE DETAIL SHEET C26. <br />TELEPHONE: (916) 286-7600. FAX; (916) 286-7601 <br />32 LF 12" 121VC-CE--=0 S= 0.0028 <br />FLO INLET- 23.65 µnv` <br />® <br />RELOCATE GAS PIPELINE <br />FLO SDMH= 2S?•i8 <br />BY OTHERS <br />GRATE= 24.9 <br />❑5 <br />STA. 27+33.6 (24.9' RT) <br />® <br />RELOCATE WATER PIPELINE <br />CONST. 18" STORM DRAIN INLET <br />BY OTHERS <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />qc <br />47 LF 15" SGA =� = S= 0.0051 <br />FL 0 DI= 23.0 Vdr - <br />FL 0 SDMH= 22.79 <br />CONTRACTOR NOTE: <br />GRATE= 24.8 <br />ALL STORM DRAIN LINES OVER <br />THE EXISTING 42" WATER MAIN <br />© <br />STA. 26+87.3 (25.7' RT) <br />MUST MAINTAIN AT LEAST 4" <br />CONST. 18" STORM DRAIN INLET <br />VERTICAL SEPARATION AS <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />SHOWN ON STD DWG. W-7. <br />41 <br />35' LF 15" RCPI- S- 0.0057 <br />FLO DI= 23.0 <br />FLO SDMH- 22.79 <br />GRATE= 25.1 <br />N <br />24+00 <br />25+00 <br />26+00 <br />27+00 <br />EAST STOCKTON <br />CAUTION!! <br />STORM DRAINAGE IMPROVEMENTS <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND <br />REV <br />DATE <br />DESCRIPTION _ <br />-DATE <br />ADEN. <br />DATE <br />GCW <br />LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER &GAS <br />I <br />� U <br />MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE_ <br />. AA <br />--- <br />IMPROVEMENTS. <br />G.C. WALLACE OF CALIFORNIA, INC. <br />---;-� <br />----- <br />Engineers/Planners/Surveyors <br />w <br />_r-- <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />4PPROVAL R COM NOED <br />DATE <br />ldv/01-- <br />----- <br />- <br />--- -2150 <br />RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />10t x1ey <br />TELEPHONE: (916) 286-7600. FAX; (916) 286-7601 <br />I <br />EXIST, <br />GROUND <br />26 I <br />22 <br />IN <br />EC! <br />10 I <br />E. WASFIIVGTON STREET <br />DEPARTMENT OF PUBLIC WORKS <br />o '\ SAN JOAOUIV COUNTY, CALIFORNIA <br />SCALE AS NOTED SHEET NO. 10 <br />N. C31952 z DESIGN SM/SH <br />p 12-31-04 C10 <br />- <br />4(40A DRAM: - JAM/DA STA 23+75 TO STA 27+75 OF 30 SHEETS <br />GIV11. fp?2 CHECK REM _ 277-001 <br />EDF CA% ISSUE DAIEa O4 L <br />PROJECT N0. <br />