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Un <br />;I - <br />00 <br />I -0 <br />�3 <br />V <br />HINKLEY AVE. 0 CR <br />END SLURRY SEAL <br />27 <br />STA. 1+00 E WASHINGTON ST. <br />END SLURRY SEAL 0 HINKLEY AVE. 5507 <br />CL <br />INTERSECTION <br />1 .. PJ . .. .. . _. .. <br />EXIST. EP <br />z <br />w <br />� 1+ 2+00 <br />R <br />oQ <br />a3 <br />Z <br />5 1w I <br />GO <br />'y` ... <br />� EXIST. `P <br />�l � CACR R/W <br />29� <br />t- -1 END SLURRY SEAL <br />35D2 <br />HINKLEY AVE. <br />" 1 <br />20, <br />20 0 10 20 40 <br />K17 maq FA b3mod <br />WhImam <br />(FEET) <br />EXIST. <br />GROUND a <br />® v <br />1 22 <br />W <br />MM <br />10 <br />w <br />•gym a�a woewo.o l <br />Call <br />before you <br />Dig. <br />1-800-642-2444 <br />� J <br />R/W 3523 SLRY 35=11 <br />l <br />CONSTRUCTION CL 3+00 <br />1 <br />CONTRACTOR NOTE: <br />DUE TO LARGER PIPE, SEVERAL UTILITY <br />SERVICES/MAINS WILL NEED TO BE <br />RELOCATED. <br />OLIVE AVE. <br />®OLIVE AVE. <br />\'s 24' / q INTERSECTION .}037 343 <br />/-R/W <br />I <br />4+00 5+00 6+00 <br />0 M Q <br />1 <br />1 <br />I6V / � <br />ISI 26,1 �3�[ R W <br />4 s <J <br />205 DL1'15 .'1'15, <br />OLIVE AVE. END 205 OLIVE A318. =sn32 <br />END SLURRY SEAL <br />❑ CONSTRUCTION NOTES: ® STA. 4+30.0 (23.5' LT) © STA. 3+83.19 (27.6' RT) <br />CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET <br />❑1 REPLACE EXISTING SADDLE TYPE SDMH CATCH BASIN PER CO. STD. DWG CW -D14. CATCH BASIN PER CO. STD. DWG CW -D14. <br />PROVIDE 42"0 INLET EAST & RECONNECT +7Y 4a LF 12" ReP- EN S=0.0242 If 26 LF 12".RCR =M S=0.0400 <br />EXISTING LINES. FL 0 DI= 19.0 VII FL 0 DI= 20.0 HOpW <br />❑2 REMOVE EXISTING 24" RCP STORM DRAIN FL 0 SDMH= 17.96 FL 0 SDMH= 17.96 <br />INSTALL NEW 42"0 RCP STORM DRAIN. GRATE= 24.7 GRATE= 24.6 <br />❑5 STA. 4+27.76 (27.1' RT) 7 CONSTRUCT SADDLE TYPE SDMH <br />3 STA. 3+80.0 (23.6' LT) CONST. 18" STORM DRAIN INLET ❑ <br />❑ PER CO. STD. DWG. D-18. <br />CONST. 18" STORM DRAIN INLET CATCH BASIN PER CO. STD. DWG CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. L1 36 LF 12" 1RC2-J'S=0.0305 <br />'0%28 LF 12" S=0.0371 FL 0 DI= 20.0 qe?mk © CLEAN AND FLUSH EXISTING DRAIN INLET <br />FL 0 DI= 19 0 FL 0 SDMH= 17.96 AND/OR LATERAL AFTER NEW STORM DRAIN <br />E. <br />WASHINGTON <br />STREET <br />FL 0 SDMH= 17..9U <br />GRATE= 24.6 <br />FACILITIES ARE COMPLETE. <br />GRATE= 24.7 <br />N m <br />rn <br />CN <br />m n <br />vi <br />vi a <br />N <br />r --EXIST. GROUND <br />0 CONSTRUCTION CL <br />GRATE 24.6 <br />(RT1 <br />GRACIE 24.6 RT) <br />EXISTq GROUND -0 FL OF SWALE (RT) <br />-- EXIST. GROUND 0 CONSTRUCTION ! EXIST. GROUND 0 FL OF SWALE (RT) GRAT 24.7 LT GRA 24.7 LT <br />-EXIST. WATER THIN EXIST. GAS MAIN ;' (ASSUMED DEPTH OF 30") EXIST. GROUND FL OF SWALE (LT) EXIST. GROUND ®FL DF SWALE (LT) <br />(ASSUMED DEPTH OF 36") CONTRACTOR TO VERIFY DEPTH <br />CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION <br />I , <br />� PRIOR TO CONSTRUCTION I 1 f ? + a <br />I I I <br />I I <br />20 <br />\ L_ _305 LF 42" S=0.027 .... _ ,... <br />NQ <br />304 LF V' 5=0.0028 REMOVE (EX) 24"0 <br />21 <br />STORM DRAIN <br />FL 20.0 RT FL 200 RT <br />REMOVE (EX) 24"0 STORM DRAIN FL 19.0 LT FL 1 0 LT <br />1+00 <br />1+00 <br />HORIZ. 1' -20' <br />VERT. 1'- 2' <br />Ia:Z6AKam NOUN NOYlna <br />CONST. SADDLE TYPE SDMH <br />PER CO. STD. DWG. D-18' <br />STA. 0+95.7 <br />CONST. SADDLE TYPE SDMH <br />PER CO. STD. DWG. D-18: <br />FL= 17.10 42" (W) <br />2+00 <br />X711 <br />CAUTIONN <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 />STA. 4+00.01 <br />CONST. SADDLE TYPE SDMH <br />PER CO. STD. DWG. D-18 <br />FL= 17.96 12 (IN) Lti <br />FL- 17.96 18" A�31. 5u <br />FL= 17.96 42" (THRU) <br />3+00 4+00 <br />3+00 4+00 <br />REV DATE DESCRIPTION D <br />DATE APP OVA RECO MENDED DATE <br />pb"y iia --.- <br />AGEN I DATE <br />5+00 ....._ 6+00 <br />EAST STOCKTON <br />w 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 />T <br />® SLURRY SEAL ROADWAY WITH <br />LATEX MODIFIED TYPE II SLURRY <br />SEAL PER DETAIL AS SHOWN ON <br />C-26. <br />® RELOCATE GAS PIPELINE <br />BY OTHERS <br />® RELOCATE WATER PIPELINE <br />BY OTHERS <br />EXIST, <br />GROUND <br />m <br />w <br />5 <br />22 <br />iLl <br />i 1e] <br />0 <br />E. WASFMTON STREET <br />DEPARTMENT OF PUBLIC WORKS <br />DD. SAN JOAOUIN COUNTY, CALIFORNIA <br />cP SCALE: AS NOTED SHEET NO 6 - <br />9 <br />No. 031952z n DESIGN: SM/SH C6 <br />p 12-31_-.04 -- - - <br />eeX. DRAWN. JAM/DA STA 0+75 TO STA 6+50 of 30 SHEETS <br />CIV,b foP� CHECK_ RDM 277-001 , <br />i <br />���� Issue DATe10-20-0� PROJECT N0. <br />