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wni <br />WALKER LANE <br />� s< <br />� R/W I <br />SLRY 4 SEXIST. EP CQ <br />44' <br />._ eve• �?sj - �F\" { <br />RW <br />y`Q i LIMIT OF SLURRY SEAL y" l� Q" <br />4. J lyyh <br />o <br />N Q 11+00 CONSTRUCTION CL 12+00 a.. 5] 13+ <br />w <br />y A i <br />RG <br />x"aY 1n RG <br />Oce y.. � - .. � • .. _ .. � <br />20, <br />4 <br />20 0 10 20 40 -R/W ` EXIST. EP <br />�n� <br />`,p; <br />J <br />(FEET) a <br />HOBART AVENUE - ALTERNATIVE BID "A" WALKER LANE <br />(ADDITIVE BID ITEM) M <br />a <br />EXIST. v z <br />GROUND o N N oM a <br />® ao ao D� oo Eei <br />/ EXIST. WATER MAIN EXIST. GAS MAIN EXIST. GROUND ® CONSTRUCTION _ <br />A <br />(SSUMED DEPTH 4F 36") (ASSUMED DEPTH OF 30') <br />� <br />i CONTRACTOR TO VERIFY DEPTH CONTRACTOR TO VERIFY DEPTH <br />I <br />28 PRIOR TO CONSTRUCTION / EXIST. GROUND ®DITCH FL (RT) <br />PRIOR TO CONSTRUCTION <br />i <br />GRATE 27:1 RT ,. <br />GRATE 26.4 LT <br />EXIST. GROUND ® DITCH FL (LT) <br />I / <br />24 <br />5Q 16 <br />260 LF 30"0 fMF=-GL{ ® 5=0.002 <br />a AOP� FL 23.00 RT 34 LF 30"0 i1QP <br />l}VJ <br />HO t® S=9.002 <br />= <br />STA. 12+46.00 3' RT)- LT <br />20 CONST. SADDLE TYPE SDMH <br />PER. CO. STD. DWG. D-18 <br />FL= 22.80 12" IN) <br />FL= 21.53 30"�THRU) <br />RECONSTRUCT SDMH W/ SADDLE <br />TYPE PER CO. STD.DWG. D-18 <br />FL= 21.46 30 (IN) <br />16 <br />CONTRACTOR TO FIELD VERIFY <br />PRIOR TO CONSTRUCTION <br />m <br />Call <br />before you <br />Djg. <br />1.800-64e-24µ <br />...� ..v. eau <br />t1+00 <br />12+00 <br />® WALKER LANE <br />q INTERSECTION <br />83JJ <br />JUB 1IVJALY�A <br />F <br />z <br />w <br />s <br />0 <br />a <br />s <br />w <br />0 <br />0 <br />z <br />w <br />CONSTRUCTION NOTES: <br />[1 STA. 12+47.4 (15.8' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />:Y 14 tF 12" R0eifl S= 0.0105 <br />FL ® DI= 23.00 '��V4• <br />FL ® SDMH= 22.80 <br />GRATE= 26.4 <br />21 STA. 13+16.5 (15.2' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />Jy" LF 12" RSP CLAI S= 0.0100 <br />FL ® DI= 23.69 'ItrVE <br />FL ® DI [T = 23.00' <br />GRATE= 26.4 <br />3❑ STA. 13+19.4 (18.3' RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />Vf 34 LF 12" RSP CL --M S= 0.0100 <br />FL ® DI= 24.03 ''At 9 - <br />FIE ® DI ❑2 = 23.69 <br />GRATE= 26.3 <br />® STA. 12+38.6 (23.7' RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />4c 22 LF 12" RCP- CUA S= 0.0091 <br />FL ® DI= 23.00�aP4� <br />FL ® SDMH= 22.80 <br />GRATE= 271 <br />❑5 CHIP OUT EXISTING 24" STUB AND <br />CONNECT PROPOSED 30" DRAIN <br />PIPE. RECONSTRUCT EXISTING <br />MAINTENANCE HOLE AS NECESSARY. <br />© CONSTRUCT SDMH SADDLE TYPE <br />(SEE PROFILE FOR CALLOUT) <br />© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERTS AND/OR LATERAL AFTER NEW <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />® RELOCATE WATER PIPELINE <br />BY OTHERS <br />® RELOCATE GAS PIPELINE <br />BY OTHERS <br />® SLURRY SEAL ROADWAY WITH LATEX <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />EXIST. <br />GROUND <br />FU <br />24 <br />20 <br />16 <br />12 <br />HORIZCAUTION!! <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ,ARE AT MINIMUM DEPTHS, <br />RT. 1� - 2• UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND �' -20' REV DATE DESCRIPTION DATE <br />�� <br />VE <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 />DATE CHECKED DATE SUBMITTED DATE APP OVAL R COMMENDED DATE <br />'4`.n' _ <br />' /_ <br />N <br />M <br />w <br />DID <br />AGEN <br />DATE <br />- <br />F <br />z <br />w <br />s <br />0 <br />a <br />s <br />w <br />0 <br />0 <br />z <br />w <br />CONSTRUCTION NOTES: <br />[1 STA. 12+47.4 (15.8' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />:Y 14 tF 12" R0eifl S= 0.0105 <br />FL ® DI= 23.00 '��V4• <br />FL ® SDMH= 22.80 <br />GRATE= 26.4 <br />21 STA. 13+16.5 (15.2' LT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />Jy" LF 12" RSP CLAI S= 0.0100 <br />FL ® DI= 23.69 'ItrVE <br />FL ® DI [T = 23.00' <br />GRATE= 26.4 <br />3❑ STA. 13+19.4 (18.3' RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />Vf 34 LF 12" RSP CL --M S= 0.0100 <br />FL ® DI= 24.03 ''At 9 - <br />FIE ® DI ❑2 = 23.69 <br />GRATE= 26.3 <br />® STA. 12+38.6 (23.7' RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />4c 22 LF 12" RCP- CUA S= 0.0091 <br />FL ® DI= 23.00�aP4� <br />FL ® SDMH= 22.80 <br />GRATE= 271 <br />❑5 CHIP OUT EXISTING 24" STUB AND <br />CONNECT PROPOSED 30" DRAIN <br />PIPE. RECONSTRUCT EXISTING <br />MAINTENANCE HOLE AS NECESSARY. <br />© CONSTRUCT SDMH SADDLE TYPE <br />(SEE PROFILE FOR CALLOUT) <br />© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERTS AND/OR LATERAL AFTER NEW <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />® RELOCATE WATER PIPELINE <br />BY OTHERS <br />® RELOCATE GAS PIPELINE <br />BY OTHERS <br />® SLURRY SEAL ROADWAY WITH LATEX <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />EXIST. <br />GROUND <br />FU <br />24 <br />20 <br />16 <br />12 <br />HORIZCAUTION!! <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ,ARE AT MINIMUM DEPTHS, <br />RT. 1� - 2• UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND �' -20' REV DATE DESCRIPTION DATE <br />�� <br />VE <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 />DATE CHECKED DATE SUBMITTED DATE APP OVAL R COMMENDED DATE <br />'4`.n' _ <br />' /_ <br />EAST STOCKTON <br />STORM DRAINA +CaE IMPROVEMENTS <br />HOBART AVE. <br />AGEN <br />DATE <br />- <br />GCW <br />- <br />.pt�tnssl -� <br />D. <br />,�A�re MOc <br />v � <br />(� N° x"952 = <br />\, E*P i z-3i-oa <br />D <br />\ C y 1 V o�2 <br />f p Vhf <br />......-F CA <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALJFORNIA <br />SCREE AS NOTED <br />-- - <br />DESIGN SM/SH <br />DRAW.-_ JAM.. <br />CHECK REM <br />ISSUE DATE If; /0 <br />STA10+50 TO STA. 13+50 <br />SHEET N0. 21 <br />G.C. WALLACE OF CALIFORNIA, INC. <br />EngT1122rS/P)811II2rS/Sllrve yors <br />2150 RIVER PLAZA OR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (916) 286 -7600 -FAX: (916) 286-7601 <br />--- <br />co - <br />OF 30 SHEETS <br />77 -OO <br />PROJECT NO. <br />