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DEL MAR AVE. <br />20'a DEL MAR] <br />0 CR <br />END SLURRY SEAL <br />24' ��'R/yr <br />ti"yam ❑ rya <br />o� <br />EXIST. EP. <br />1 <br />N' CONSTRUCTION CE <br />287 AIDFIIEININE! <br />E RIM 26.27 'L 2❑ <br />..... EXIST. EP <br />ryy. <br />STA. 1+00 HOBART AVE. <br />0 DEL MAR AVE. 25. <br />CL INTERSECTION - _R/W S <br />END SLURRY SEAL <br />\J <br />JDJ DAL MAFI 4aJ2 <br />EXIST. <br />GROUND <br />0 <br />26 <br />22 LLI <br />>Q <br />18 <br />14 <br />10 <br />imm un m m.r. <br />Call <br />before you <br />Dig. <br />1-800-642.2444 <br />�w <br />HOW. 1' = 20' <br />VEFrr. 1'- 2' <br />PROJECT ENGINEER I DATE <br />27D ADAIF:ICL\L 102J <br />R/W <br />f <br />-EXIST. EP s <br />I <br />5+00 <br />�` Nj � 7n <br />N <br />Ca EXIST. EP �SSF� by6� <br />5 ,....,, R/W <br />STA. 4+03.27 H01 <br />0 ADRI ENNE AVE. <br />CE INTERSECTION <br />J04 ADRLINLJFL <br />7DJ1 <br />DEL MAR AVE <br />CONSTRUCTION NOTES: <br />ADRIENNE AVE. <br />❑1 <br />STA. 1+75.00 (18' LT) <br />❑3 STA. 3+76.9 (23.2' RT) <br />❑5 STA. 4+29.5 (24.5' <br />RT) <br />❑ 7 CONST. SDMH <br />TYPE-1 © CLEAN AND FLUSH EXISTING DRAIN INLET, <br />® <br />RELOCATE GAS <br />PIPELINE <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM <br />DRAIN <br />INLET <br />CULVERTS AND/OR LATERAL AFTER NEW <br />BY OTHERS <br />CATCH BASIN PER CO. STD. DWG. <br />CW-D14. CATCH BASIN PER CO. STD. DWG <br />CW-D74. <br />CATCH BASIN PER <br />CO. STD. <br />DWG <br />CW-D14. <br />(SEE PROFILE <br />FOR CALLOUT). <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />•.f <br />M LF 12""'� CL-1 S= 0.0050 <br />as r LF RCP «. ., 0.0100 <br />49 LF <br />S= <br />0.0100 <br />® CONST. <br />RELOCATE WATER <br />BY OTHERS <br />PIPELINE <br />FL 0 DI= 23.72 ktlp� <br />e- <br />I= <br />FL 0 DI= 23.58 �+/�` <br />FIL <br />I= 23.R't;[ <br />FL 0 DI= 23.61 <br />A <br />SDMH <br />SADDLE TYPE <br />�R.� <br />SLURRY SEAL ROADWAY WITH LATEX MODIFIED <br />FL 0 SDMH= 23.65 <br />FL 0 SDMH= 23.21 <br />FL 0 SDMH= 23.21 <br />!fA►� <br />(SEE PROFILE <br />FOR CALLOUT). TYPE II SLURRY SEAL PER DETAIL AS SHOWN <br />GRATE= 24.8 <br />GRATE= 25.2 <br />GRATE= 25.2 <br />ON C-26. <br />❑2 <br />STA. 1+75.00 (24' LT) <br />® STA. 4+25.8 (17.3' LT) <br />© STA. 3+77.3 (19.0' <br />LT) <br />CONST. 18" TORM LET <br />CONST. 18" STORM <br />HOBART <br />AVENUE - ALTERNATIVE BID "A" <br />CATCH BASINTORM PER CO.AIN STDNDWG. <br />CW-D14. CATCH BASINLET <br />PER CO.AIN STDNDWG <br />CW-D14. <br />CATCH BASIN <br />COASTD. <br />DWG <br />CW-D14. <br />�"U <br />LF 12" %CP (I S= 0.0050 <br />98 LF 12" RCP GL--V S= 0.0100 <br />94 2B LF 12" RCP C4"S' <br />S= <br />0.0100 <br />FL 0 DI= 23.79 wpc <br />FLO DI= 23.49 Aoff' <br />FLO DI= 23.49 <br />�reF <br />(ADDfT1VE BID ITEM)FL <br />0 SDMH= 23.65 <br />FLO SDMH= 23.21 <br />FLO SDMH= 23.21 <br />GRATE= 25.0 <br />GRATE= 25.6 <br />GRATE= 25.2 <br />o <br />a <br />utOi n <br />o <br />m <br />'� <br />rn <br />m <br />o <br />o RD <br />o m <br />m <br />I� <br />(6 <br />(6 (6 <br />m <br />6 <br />r <br />r m <br />16 <br />30 <br />GRATE 25.6 LT EXIST. GROUND 0 CONSTRUCTION CL <br />EXIST. GAS MAIN <br />O"DEPTH <br />ETO <br />GRATE 25.0 RT <br />EXIST. GROUND 0 DITCH FL <br />(RT) <br />RT CO TRACTORASSUMED VTH ERIFY <br />l�F��,,,CRrNTRACTOR <br />EXIST. GROUND 0 DITCH <br />FL (RT) <br />., <br />JPRIOR TO CONSTRUCTION -, i <br />• <br />- <br />GRATE <br />25.2 LT <br />/ <br />ER MAIN <br />GRATE 24.8 LT <br />EXIST. GROUND 0 DITCH FL (LT) <br />GRATE <br />25.2 RT <br />DEPTH OF 36") <br />EXIST. <br />GROUND DITCH FL <br />(LT) <br />) <br />R TO V€RIFY DEPTH ,- <br />ONSTRUCTION221 <br />LF 3Y"0 E _ 0 S=0.0021_.,.. <br />307 LF �"0 0 S=0.002 <br />FL 22 <br />20 <br />�Wt <br />CAUTION!! <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 RELOCATED PRIOR TO CONSTRUCTION OF THESE <br />IMPROVEMENTS. <br />CHECKED I DATE I SUBMITTED <br />CO. STD. DWG. CW-S7 <br />FL= 23.65 12 (IN) <br />FL= 23.65 21"((OUT) <br />2+00 3+00 <br />D7_ IN <br />DATE <br />STA. 4+01.27 (4' LT) <br />CONST. SDMH SADDLE TYPE PER <br />CO. STD. DWG. D-18 <br />FL= 23.21 12" IN <br />FL= 23.21 18" IN (N,S) `O16M tu-10Gt.00Ii <br />FL= 23.21 21" THRU <br />DESCRIPTION <br />LAI <br />EAST STOCKTON <br />STORM DRAINAGE IMPRON <br />G.C. WALLACE OF CALIFORNIA, INC. <br />Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 1DO, SACRAMENTO, CA 95833 <br />_.. TELEPHONE: (916) 286-7500 " FAX: (916) 286-7601 <br />1n <br />EXIST. <br />GROUND <br />26 1 <br />iCll <br />10 <br />HMAK AVE. <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />AS NOTED SHEET <br />�NO. 19 <br />SM/SH �./la L <br />- <br />I:. JAM STA 1+00 TO STA OF 30 SHEETS <br />RDM 27-001 <br />DATE 0-2D-04 PROJECT NO. <br />