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C EMMIDI E AVE. <br />23' t <br />0 R 7a3 8EAI ILIUM <br />END SLURRY SEAL SLRY <br />STA. 7+03.66 HORNER AVE. / R/W v PI <br />❑ =4J71 �J SL1�_ 11F1 <br />2 S GERTRUDE AVE. F�l /� <br />INTERSECTION <br />N Zg9 �tl 'D r EXIST. ryEP Y <br />i <br />N N <br />0 (26.0 FL <br />VJ `ry/ <br />YDD 8DF17FIUD� <br />9 <br />8 <br />_ 25' _ (SEND' SLURRY SEAL <br />N 0 <br />GEMBUDE AVE. <br />SINCLAIR AVE. <br />® CR <br />END SLURRY EAL 123' <br />N �l rsoS / <br />Fed 4- <br />1 <br />I <br />T <br />8+100 - 9+OO a0 <br />...,._CQNSTRLCAON rE <br />EXIST. EPA ryyb s� ti61 rybo ryy9 <br />7L] N�A7AllDE'-R/w 7DD 77A1LLd11F1 <br />0+00 <br />2sm I °J <br /><J <br />S CR <br />25' END SLURRY SEAL <br />-1►14MI1:1_\'I <br />rL INTERSECTION <br />41105 o T RAW EXIST. EPo , <br />11+00 <br />has F�1 1 <br />703 91A1DLF11F1 R/W <br />- 12+00 <br />FVl <br />ry60 <br />1 <br />\ EXIST. EP lD7 GDDL]DDE <br />Q <br />Q <br />W <br />f n <br />x <br />N <br />CONSTRUCTION NOTES: <br />❑1 <br />STA. 6+79.5 (21.0' LT) <br />❑3 <br />STA. 6+79.5 (22.2' RT) <br />❑5 STA. 10+07.3 (21.5' LT) <br />❑7 <br />STA. 9+59.0 (21.0' RT) <br />❑9 <br />CONSTRUCT SOME! SADDLE TYPE. <br />CONNECT EXISTING PIPES TO DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />(SEE PROFILE FOR CALLOUT). <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />CATCH BASIN PER CO. STD. DWG <br />CW-D14. <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />yc <br />3S LF 12" RCP• 5=0.0100 <br />>0 3C LF 12" to y S=0.0100 <br />Ad' 29 LF 12" RGP �SE- S=0.0110 <br />;a <br />S9 LF 12" R.CF CL-, E=0.0093 <br />FL S DI2 22.29 as <br />FL S DI= 22.34 4}{?p <br />FL S DI= 22.32 400 <br />© <br />CLEAN AND FLUSH EXISTING DRAIN INLET <br />FL 0 DI= 22.23 '!`' <br />EL 0 SDMH= 2t*5 <br />FL 0 SDMH= 32fl <br />FL 0 SDMH= 521 <br />AND/OR LATERAL AFTER NEW STORM DRAIN <br />No <br />FL ®SDMH= -27.9$ <br />GRATE= 25.7 <br />GRATE= 25.8 IA.jA <br />GRATE= 25.9 <br />FACILITIES ARE COMPLETE. <br />GRATE= 25.9 :Q'°w <br />® <br />SLURRY SEAL ROADWAY WITH LATEX <br />SCgce 1, \ <br />20' <br />❑2 <br />STA. 7+32.1 (18.6' LT) <br />® <br />STA. 9+61.0 (21.7' LT) <br />© STA. 10+07.3 (20.5' RT) <br />® <br />STA. 7+32.1 (21.0' RT) <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />CONNECT EXISTING PIPES TO DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />20 <br />0 10 20 <br />40 <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />CATCH BASIN PER CO. STD. DWG <br />CW-D14. <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />hz <br />FS LF 12"-R✓uR Et=4 S=0.0100 <br />4-3E LF 12" RC@-.E m��t <br />40 LF 12" RGP GL--1N S=0.0100 <br />J& <br />N LF 12" RCP � S-0.0100 <br />FL 0 DI= 22.25 all �� <br />FL 0 DI= 22.37 K•'��.. <br />�S=0.0097 <br />FL ® 1= 22.77 tk�[�` <br />HORNER <br />AVENUE <br />Di-22.372 1kB� <br />0 25.6 321 <br />FL SDMH. 230 <br />FL <br />�2 <br />= 22.37 <br />(FEET) <br />FL 0 21.-M <br />GR TE=FL <br />19.1A <br />T <br />GRATE= 25.7 <br />T <br />GRATE= 26.0 <br />GRATE= 26.0 14,4%t <br />EXIST. <br />EXIST. <br />GROUND <br />o <br />o <br />0 0 <br />o <br />,.., <br />rn m <br />rn <br />rn <br />GROUND <br />26 <br />22 <br />w <br />14 <br />10 <br />Nurc un m mnr. <br />Cell <br />before you <br />Dig. <br />1-800-642.2444 <br />HORIZ. 1' = 20' <br />VERT. 1' - 2' <br />PROJECT ENGINEER I DATE <br />7+00 <br />8+00 <br />9+00 <br />10+00 <br />EAST STOCKTON <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 />DATE <br />REV DATE <br />_ _. _ <br />- <br />PPROVAL CCMME ED DATE <br />-_-- - <br />�w�� <br />DESCRIPTION <br />_ <br />-��C- - <br />DATE AGEN. DATE Gcw <br />--------- <br />- -- <br />STORM DRAINAGE IMPROVEMENTS <br />Ess) <br />9 o D. <br />c� <br />= p N° 2 31 04 <br />Exp. 12-31_-04 <br />01k0� <br />9RP Cry1N t <br />rE� <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 - FAK (916) 286-7601 <br />`I <br />`*A <br />II <br />14 <br />0 <br />FKMER AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />AS NOTED SHEET NO 12 <br />SM[SH - C12 T <br />JAM/DA STA 6+25 TO STA 12+25 OF 30 SHEETS <br />RDM 277 �0 <br />DATE,lO �u 04 PROJECT N0. <br />