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r <br />00 <br />M <br />N <br />EXIST. <br />7-w <br />GROUND <br />7 <br />m <br />7 <br />m <br />00 00 <br />7 <br />00 <br />26 <br />22 <br />S DAWES AVE. <br />cR <br />E S WAGNER AVE. <br />END SLURRY SEAL STA. 21+28.49 HORNER AVE. <br />STA. 18+45.06 HORNER AVE. 47137 sn yy ABIAEF1 0 S WAGNER AVE. <br />® S DAWES AVE. Z INTERSECTION <br />INTERSECTION 0 D <br />CR <br />(k24' END SLURRY SEAL <br />� SLRYGOB YJAGINEF! <br />/XXXX/1('�jIq <br />EXIST. EP <br />\[Y'� <br />- [LU <br />�00�: 19+00 ��CONSTRUCTION CE j �� 20+00 �, 21+00 <br />w y+ <br />w ttt <br />4274 �) <br />0 �- <br />4' _ 3- <br />9 CR�� <br />END SLURRY SEAL 702 J11L�1�5 <br />S DAWES AVE. <br />30"0 <br />Nre* I <br />1 <br />0 <br />R/W <br />4720 <br />HORNER AVENUE <br />1 <br />SEXIST. EP <br />1- <br />J ] <br />711 Lv1.1r1\LF1 <br />L -J RW <br />I <br />N 22 <br />RG . �s <br />e7; <br />N \ <br />m \ <br />A � <br />2$' _ 7J7 TiHA81�lE <br />0 CR <br />S WAGNER AVE. END SLURRY SEAL <br />-w <br />7-w <br />D-18 <br />7 <br />m <br />7 <br />m <br />00 00 <br />7 <br />00 <br />22.55 <br />CONST. 18 STORM DRAIN INLET <br />" Ste€' 0 0 Dm � p� <br />STA. 18+69,6 (5' RT) <br />LU <br />EXIST. WATER MAIN <br />-EXIST. GAS MAIN <br />EXIST. GROUND 0 CONSTRUCTION ¢ <br />CONST. SADDLE TYPE SDMH. PER <br />% (ASSUMED DEPTH OF 36") <br />I (ASSUMED DEPTH OF 30") <br />33 LF 1 "^! S=0.0118 <br />CONTRACTOR TO VERIFY DEPTH <br />j CONTRACTOR TO VERIFY DEPTH <br />i <br />( GRATE 26.9 (RT) <br />i/, PRIOR TO CONSTRUCTION <br />PRIOR TO CONSTRUCTION <br />j EXIST. GROUND 0 DITCH FL (RT) GRATE 26. <br />GRATE 26.4 (LT) GRATE 26. <br />II11 EXIST. GROUND 0 DITCH FL (LT) <br />253 LF 24"0 -- S=0.0025 <br />Q <br />STA. 18+23.5 (22.1' LT) <br />D-18 <br />© <br />STA. 21+55.0 (19' RT) <br />\ hL 22.26 (LI) <br />cc <br />FL= <br />22.55 <br />CONST. 18 STORM DRAIN INLET <br />" Ste€' 0 0 Dm � p� <br />STA. 18+69,6 (5' RT) <br />LU <br />FL 22.22 LT <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />FL= <br />CONST. SADDLE TYPE SDMH. PER <br />24" <br />(THRU) <br />33 LF 1 "^! S=0.0118 <br />CO. STD. DWG. D-18 <br />FL 22.16 RT <br />FL 0 DI- 22.94 (1-r t :` <br />FL= 21.94 12" IN) <br />�THRU) <br />FL 0 SDMH= 22.55 <br />FL= 21.94 24" <br />LEE <br />� <br />GRATE= 26.1 <br />2 2.15 RT <br />18 N <br />[7] <br />STA. 20+98.0 (20.0' RT) <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />F <br />CATCH BASIN PER CO. STD. DWG <br />;2 <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />z <br />28 LF 12" RGR CL --4 S=0.0114 <br />29 LF 15' M--CL--M S=0.0114 <br />STA. <br />18+43.06 5' RT <br />Q <br />CONST. <br />SADDLE TYPE SDMH PER <br />FL 0 SDMH= 21.94 <br />CO. <br />STD. DWG. D-18 <br />W 0 <br />GRATE= 26.4 <br />FL- <br />21.88 12 (IN) <br />GRATE= 26.3 <br />FL- <br />21.88 15" O19-(XIPA t <br />FL- <br />21.88 18" Z £P 4 0.6 D <br />FL= <br />21.88 24" (IN) <br />STA. 18+66.3 (19.5' RT) <br />FL= <br />21.88 30" (OUT) <br />14 <br />10 <br />Call <br />before you <br />Dig. <br />1"800.642.2444 <br />� J <br />PROJECT ENGINEER <br />HORIZ. 1' - 20' <br />VERT. 1' - 2' <br />DATE <br />18+00 19+00 <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 DATE SUBMITTED <br />❑ CONSTRUCTION NOTES: <br />❑1 <br />STA. 18+23.5 (22.1' LT) <br />D-18 <br />© <br />STA. 21+55.0 (19' RT) <br />15" <br />CONST. 18" STORM DRAIN INLET <br />FL= <br />22.55 <br />CONST. 18 STORM DRAIN INLET <br />" Ste€' 0 0 Dm � p� <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />FL= <br />34 LF 12" HSR-Gt--4 S=0.0100 <br />24" <br />(THRU) <br />33 LF 1 "^! S=0.0118 <br />FL 0 DI= 22.22 Uly1', <br />FL 0 DI- 22.94 (1-r t :` <br />FL 0 SDMH= 21.88 ' <br />FL 0 SDMH= 22.55 <br />GRATE= 26.6 <br />GRATE= 26.1 <br />STA. 18+69.6 (22.8' LT) <br />[7] <br />STA. 20+98.0 (20.0' RT) <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />F <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />z <br />28 LF 12" RGR CL --4 S=0.0114 <br />29 LF 15' M--CL--M S=0.0114 <br />Q <br />FL 0 DI= 22.26 <br />FL 0 DI= 22.88 S, <br />> <br />FL 0 SDMH= 21.94 <br />FL 0 SDMH= 22.55 <br />W 0 <br />GRATE= 26.4 <br />GRATE= 26.3 <br />o �3 <br />STA. 18+66.3 (19.5' RT) <br />® <br />STA. 21+54.6 (24.1' LT) <br />w <br />REMOVE (EX.) DI. <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />43 LF 15"I S=0.0100 <br />CONNECT EXIST. 10 STORM DRAIN TO NEW <br />DI <br />FL 0 DI= 22.98 pr CAr <br />16 LF 12" QC2 CL --1 S=0.0131 <br />FL 0 SDMH= 22.55 <br />FL 0 DI= 22.15 kAt r,F. <br />GRATE= 26.7 <br />FL 0 SDMH= 21.94 <br />r I <br />GRATE= 26.9 <br />❑9 <br />CONSTRUCT SDMH SADDLE TYPE <br />(SEE PROFILE FOR CALLOUT). <br />® <br />STA. 18+24.3 (17.8' RT) <br />CONST. 18" STORM DRAIN INLET <br />10 <br />CONSTRUCT SDMH TYPE I <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />(SEE PROFILE FOR CALLOUT). <br />28 LF 12" 3CR-€L. A S=0.0100 <br />FL 0 DI= 22.16 4E,` <br />© <br />CLEAN AND FLUSH EXISTING DRAIN INLET <br />FL SDMH. 21.88 <br />AND/OR LATERAL AFTER NEW STORM DRAIN <br />GRATE= 26.0 <br />FACILITIES ARE COMPLETE. <br />❑5 <br />STA. 21+07.7 (23.3' LT) <br />® <br />SLURRY SEAL ROADWAY WITH LATEX <br />CONST. 18" STORM DRAIN INLET <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />AS SHOWN ON C-26. <br />33 LF 15" 111111 50.0109 <br />FL 0 DI= 22.91 t�Y'V r'- <br />®RELOCATE <br />GAS PIPELINE <br />FL 0 SDMH= 22.55 <br />BY OTHERS <br />GRATE= 26.7 <br />® <br />RELOCATE WATER PIPELINE <br />BY OTHERS <br />EXIST. <br />o rn GROUND <br />v <br />GRATE 26.1 RT <br />GRATE 26.7 LT <br />I <br />I I <br />I I <br />_ � I <br />I I <br />I I <br />1- 5A£F "24•" RCP <br />CLASS 1m kgod w.fl <br />Q&12& --k GAP <br />END. <br />CO. <br />STD. DWG. <br />D-18 <br />FL- <br />22.55 <br />15" <br />(IN) <br />FL= <br />22.55 <br />15" <br />" Ste€' 0 0 Dm � p� <br />_ FL= <br />22.55.18"_.. <br />FL= <br />22.55 <br />24" <br />(THRU) <br />20+00 21+00 <br />EAST STOCKTON <br />STORM DRAINAGE IMPROVEMENTS <br />,TE -__ .DESCRIPTION DATE AGEN. DATE GCW <br />G.C. WALLACE OF CALIFORNIA, INC. <br />"-- - ---- --- Engineers/Planners/Surveyors <br />-- -"- - -- - 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (916) 286-7600 • FAX: (916) 286-7601 <br />26 1 <br />22 1 <br />1f <br />14 1 <br />10 1 <br />FKMER AVENUE <br />DEPARTMENT OF PUBIJC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />AS NOTED SHEET NO. 14 1- <br />SH SH cm <br />-_AAM/DA- STA 18+00 TO STA 3+00 0E 30 SHEETS . <br />RDM 277-001 <br />DAr .10. ; 04 PROJECT NO. <br />