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Un ;I - ry0 V HINKLEY AVE. ® CR END SLURRY SEAL 27 STA. 1+00 E WASHINGTON ST. END SLURRY SEAL ® HINKLEY AVE. 3907 CL INTERSECTION 1 .. PJ . .. .. . _. .. EXIST. EP z w � 1+ 2+00 j oQ a3 Z 5 1w I GO 'y` ... � EXIST. `P �l � C®CR R/W 29� t- -1 END SLURRY SEAL JSD2 HINKLEY AVE. " 1 20, 20 0 10 20 40 WhImam (FEET) EXIST. GROUND a ® v 1 22 W. iM 10 w •gym a�a woewo.o l Call before you Di9- 1.800.642.2444 � J R/W 3J21 SLRY 3a41 l CONSTRUCTION CL 3+00 1 CONTRACTOR NOTE: DUE TO LARGER PIPE, SEVERAL UTILITY SERVICES/MAINS WILL NEED TO BE RELOCATED. OLIVE AVE. ®OLIVE AVE. \'s 24' / q INTERSECTION =}a3l 343 /-R/W I 4+00 5+00 6+00 0 M Q 1 1 I6V / � ICI 26,1 �3�[ R W 4 s <J 205 DL1'1� All1 . OLIVE AVE. END 20J OLIVE A318. =snJ2 END SLURRY SEAL ❑ CONSTRUCTION NOTES: ® STA. 4+30.0 (23.5' LT) © STA. 3+83.19 (27.6' RT) CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET ❑1 REPLACE EXISTING SADDLE TYPE SDMH CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. PROVIDE 42"0 INLET EAST & RECONNECT +7Y 4a LF 12" ReP- EN S=0.0242 If 26 LF 12".RCR =M S=0.0400 EXISTING LINES. FL 0 DI= 19.0 ', IW FL ® DI= 20.0 HOpW ❑2 REMOVE EXISTING 24" RCP STORM DRAIN FL 0 SDMH= 17.96 FL ® SDMH= 17.96 INSTALL NEW 42"0 RCP STORM DRAIN. GRATE= 24.7 GRATE= 24.6 ❑5 STA. 4+27.76 (27.1' RT) 7 CONSTRUCT SADDLE TYPE SDMH 3 STA. 3+80.0 (23.6' LT) CONST. 18" STORM DRAIN INLET ❑ ❑ PER CO. STD. DWG. D-18. CONST. 18" STORM DRAIN INLET CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. L'1 3G LF 12" 1RC2-J'S=0.0305 '0%28 LF 12" S=0.0371 FL ® DI= 20.0 qe?mk © CLEAN AND FLUSH EXISTING DRAIN INLET FL ® DI= 19 0 FL ® SDMH= 17.96 AND/OR LATERAL AFTER NEW STORM DRAIN E. WASHINGTON STREET FL ® SDMH= 17..9U GRATE= 24.6 FACILITIES ARE COMPLETE. GRATE= 24.7 N m rn CN m n vi vi a N r--EXIST. GROUND ® CONSTRUCTION CL GRATE 24.6 (RT1 GRN E 24.6 RT) EXISTq GROUND -0 FL OF SWALE (RT) -- EXIST. GROUND 0 CONSTRUCTION ! EXIST. GROUND ® FL OF SWALE (RT) GRAT 24.7 LT GRA 24.7 LT -EXIST. WATER THIN EXIST. GAS MAIN ;' (ASSUMED DEPTH OF 30") EXIST. GROUND FL OF SWALE (LT) EXIST. GROUND ®FL DF SWALE (LT) (ASSUMED DEPTH OF 36") CONTRACTOR TO VERIFY DEPTH CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION I , � PRIOR TO CONSTRUCTION I 1 f ? + 1 I I I I I 20 \ L_ _305 LF 42" S=0.6027 .... _ ,... NQ 304 LFV 5=0.0028 REMOVE (EX) 24"0 21 STORM DRAIN FL 20.0 RT FL 200 RT REMOVE (EX) 24"0 STORM DRAIN FL 19.0 LT FL 1 0 LT 1+00 1+00 HORIZ. 1' - 20' VERT. 1'- 2' Ia[Z6AKam NOUN NOYlna CONST. SADDLE TYPE SDMH PER CO. STD. DWG. D-18' STA. 0+95.7 CONST. SADDLE TYPE SDMH PER CO. STD. DWG. D-18: FL= 17.10 42" (W) 2+00 Y6711 CAUTIONN CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE IMPROVEMENTS. CHECKED I DATE I SUBMITTED STA. 4+00.01 CONST. SADDLE TYPE SDMH PER CO. STD. DWG. D 18 FL= 17.96 12 (IN) Lti FL- 17.96 18" A�31. 5u FL= 17.96 42" (THRU) 3+00 4+00 3+00 4+00 REV DATE DESCRIPTION D DL�A-"T'�E APP OVA RECO MENDED DATE 1iHy0y f�6 --.- AGEN I DATE 5+00 ....._ 6+00 EAST STOCKTON w G.C. WALLACE OF CALIFORNIA, INC. Engineers/Planners/Surveyors -- 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 TELEPHONE: (916) 286-7600 • FAX: (916) 286-7601 T ® SLURRY SEAL ROADWAY WITH LATEX MODIFIED TYPE II SLURRY SEAL PER DETAIL AS SHOWN ON C-26. ® RELOCATE GAS PIPELINE BY OTHERS ® RELOCATE WATER PIPELINE BY OTHERS EXIST, GROUND m w 22 iLl i 1e] 0 E. WASFMTON STREET DEPARTMENT OF PUBLIC WORKS DD. SAN JOAOUIN COUNTY, CALIFORNIA cP SCALE: AS NOTED SHEET NO 6 - 9 No. C31952 z n DESIGN: SM/SH C6 p 12-31_-.04 -- - - eeX. DRAWN. JAM/DA STA 0+75 TO STA 6+50 of 30 SHEETS C,V,b foP� CHECK_ RDM 277-001 , i �� Issue DATe10-20-0� PROJECT N0.