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• <br />SEE SHEET 16 <br />ARDELLE AVE. -SEE SHEET C-16 FOR <br />i DI AND PIPE LOCATIONS/ELEVATIONS <br />8961 ARDEiLLE AYE. 48 <br />r 25 _ <br />STA. 1+00.00 CARDINAL AVE. <br />0 ARDELLE AVE. R/W <br />i q INTERSECTION <br />SEE SHEET C-16 FOR �.2 Op `nl <br />DI AND PIPE LOCATIONS/ELEVATIONS-�eh SLRY <br />(26� E:, EXIST. EP <br />V <br />a <br />(28.9 FL) <br />+ <br />oz Q \ + <br />J N 2+00 / CONSTRUCTION CL <br />d L M 1 n <br />E <br />z <br />SEE SHEET C-16 FOR SEXIST. EP <br />/ <br />w DI AND PIPE LOC TIONS/ELEVATIONS <br />co U / 0 <br />� E <br />J 1 <br />0 CR <br />END SLURRY SEAL T29 <br />20 0 10 20 40 <br />LN&A YW <br />EXIST. <br />GROUND <br />MARSH ST. <br />EIRIZ-1 <br />WA <br />T7 <br />13 <br />Call <br />before you <br />Dig. <br />1.800.842.2444 <br />HORIZ. 1' - 20' <br />VERT. r = 2' <br />�3.1115•l�iR•71•li i� �•7� <br />2R H ,2J <br />t• ��� Eel -.. <br />'}52 R/W <br />`ry9 <br />STA. 3+71.91 CARD <br />0 MARSH ST. E) <br />rk INTERSECTION <br />41E =}07 <br />25' <br />-- 0 CR <br />END SLURRY SEAL <br />CARDINAL AVENUE <br />\� �. 289 FC <br />7J L1g.� 7 <br />L AVE <br />MARSH ST. <br />302 <br />MARSH ST. <br />40 <br />a <br />EXIST. GAS MAIN <br />40E <br />(ASSUMED DEPTH OF 30") <br />EJJE PA.1F1S.;-1 5.7, <br />CONTRACTOR TO VERIFY DEPTH <br />--EXIST. GROUND 0 CONSTRUCTION fE <br />PRIOR TO CONSTRUCTION <br />I <br />} <br />-, <br />EXIST. GROUND 0 DITCH FL (LT) <br />GRATE 29.1 RT <br />, <br />GRATE 28.8 LT <br />245 LF <br />n <br />vJi <br />.. <br />.. (28.7 FL) <br />21 _ <br />X29 <br />�2B <br />\ <br />® <br />w <br />\ ry09 <br />I <br />o <br />3+00 <br />STA. 3+44.59 CARDINAL AVE. <br />0 MARSH ST.(W) <br />LL <br />- <br />\ <br />rL INTERSECTION <br />o <br />n <br />� <br />4+00 <br />Q <br />� <br />/ [ <br />+ <br />`ry9 <br />STA. 3+71.91 CARD <br />0 MARSH ST. E) <br />rk INTERSECTION <br />41E =}07 <br />25' <br />-- 0 CR <br />END SLURRY SEAL <br />CARDINAL AVENUE <br />\� �. 289 FC <br />7J L1g.� 7 <br />L AVE <br />MARSH ST. <br />302 <br />20 <br />iCItIrs, <br />CO. STD. DWG. D-18 <br />FL= 25,24 12 (IN). <br />FL= 24.76 30" IN) <br />FL= 24.76 36" OUT) <br />CAUT10NI I <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />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 RELOrATED PRIOR TO CONSTRUCTION OF THESE <br />IMPROVEMENTS. <br />CHECKED I DATE I SUBMITTED <br />COSNT. SADDLE TYPE SDMH PER <br />CO. STD. DWG. D-18 <br />FL= 25.36 12" (IN) <br />FL= 25.36 30" (OUT) <br />2+00 3+00 <br />REV DATE DESCRIPTION <br />DATE APPROVAL REC2YMENDED DATE <br />EAST STOCKTON <br />1W G.C. WALLACE OF CALIFORNIA, INC. <br />{ <br />-- - 4 Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE. (916) 286-7600 • FAX: (916) 286-7601 <br />CONSTRUCTION NOTES: <br />1❑ STA. 3+10.0 (15' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />3& LF 12" R6F CL -#1 S= 0.0089 <br />FL 0 DI= 25.7 <br />FL 0 SDMH= 25.36 <br />GRATE= 28.8 <br />❑2 STA. 3+75.0 (25.5' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />u� = LF 12" R6FSL-AI S= 0.0103 <br />FL 0 DI= 25.7 <br />FL 0 SDMH= 25.36 <br />GRATE= 283 <br />❑3 STA. 3+28.5 (28' RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />32 LF 12" R6Ptt-W S= 0.0106 p <br />FL 0 DI= 25.7 <br />FL 0 SDMH= 25.36 <br />GRATE= 29.1 <br />® CONSTRUCT SDMH SADDLE TYPE <br />(SEE PROFILE FOR CALLOUT). <br />© CLEAN AND FLUSH EXISTING DRAIN INLET <br />AND/OR LATERAL AFTER NEW STORM DRAIN <br />FACILITIES ARE COMPLETE. <br />® SLURRY SEAL ROADWAY WITH LATEX <br />MODIFIED TYPE 11 SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />EXIST <br />�GROU ND <br />K <br />25 <br />21 1 <br />irml <br />13 <br />CARDINAL AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />AS NOTED_ SHEET NO 17 ;. <br />i_ SM/SH C'9 <br />v. JAM/DA OF 30 SHEETS - <br />RDM_ _ 277-001 <br />DA, 10 2C 04 PROJECT NO. <br />40 <br />EXIST. WATER MAIN <br />EXIST. GAS MAIN <br />(ASSUMED DEPTH OF 36") <br />(ASSUMED DEPTH OF 30") <br />I CONTRACTOR TO VERIFY DEPTH <br />CONTRACTOR TO VERIFY DEPTH <br />--EXIST. GROUND 0 CONSTRUCTION fE <br />PRIOR TO CONSTRUCTION <br />PRIOR TO CONSTRUCTION <br />I <br />I <br />30 ;'' EXIST. GROUND 0 DITCH FL (RT) <br />-, <br />EXIST. GROUND 0 DITCH FL (LT) <br />GRATE 29.1 RT <br />, <br />GRATE 28.8 LT <br />245 LF <br />30" $0P GL -9 <br />S= 0.0025 <br />20 <br />iCItIrs, <br />CO. STD. DWG. D-18 <br />FL= 25,24 12 (IN). <br />FL= 24.76 30" IN) <br />FL= 24.76 36" OUT) <br />CAUT10NI I <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />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 RELOrATED PRIOR TO CONSTRUCTION OF THESE <br />IMPROVEMENTS. <br />CHECKED I DATE I SUBMITTED <br />COSNT. SADDLE TYPE SDMH PER <br />CO. STD. DWG. D-18 <br />FL= 25.36 12" (IN) <br />FL= 25.36 30" (OUT) <br />2+00 3+00 <br />REV DATE DESCRIPTION <br />DATE APPROVAL REC2YMENDED DATE <br />EAST STOCKTON <br />1W G.C. WALLACE OF CALIFORNIA, INC. <br />{ <br />-- - 4 Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE. (916) 286-7600 • FAX: (916) 286-7601 <br />CONSTRUCTION NOTES: <br />1❑ STA. 3+10.0 (15' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />3& LF 12" R6F CL -#1 S= 0.0089 <br />FL 0 DI= 25.7 <br />FL 0 SDMH= 25.36 <br />GRATE= 28.8 <br />❑2 STA. 3+75.0 (25.5' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />u� = LF 12" R6FSL-AI S= 0.0103 <br />FL 0 DI= 25.7 <br />FL 0 SDMH= 25.36 <br />GRATE= 283 <br />❑3 STA. 3+28.5 (28' RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />32 LF 12" R6Ptt-W S= 0.0106 p <br />FL 0 DI= 25.7 <br />FL 0 SDMH= 25.36 <br />GRATE= 29.1 <br />® CONSTRUCT SDMH SADDLE TYPE <br />(SEE PROFILE FOR CALLOUT). <br />© CLEAN AND FLUSH EXISTING DRAIN INLET <br />AND/OR LATERAL AFTER NEW STORM DRAIN <br />FACILITIES ARE COMPLETE. <br />® SLURRY SEAL ROADWAY WITH LATEX <br />MODIFIED TYPE 11 SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />EXIST <br />�GROU ND <br />K <br />25 <br />21 1 <br />irml <br />13 <br />CARDINAL AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />AS NOTED_ SHEET NO 17 ;. <br />i_ SM/SH C'9 <br />v. JAM/DA OF 30 SHEETS - <br />RDM_ _ 277-001 <br />DA, 10 2C 04 PROJECT NO. <br />