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z LLUw <br />0 <br />O <br />a <br />MID AVE. <br />39' <br />I <br />I <br />i <br />40' <br />i <br />--END SLURRY SEAL SLw <br />41J- 4118 4178 <br />R/W <br />/ O -, ,A EXIST. EP-, <br />U;0 TRl1CT40N CL <br />- <br />N <br />1 <br />0 EXIST. EP �* $ � ». <br />t <br />,y =122-1 <br />�2 4 R/W <br />EXIST. EP <br />Q <br />ADELBERT AVE. <br />0 CR <br />^3• END SLURRY SEAL <br />4 <br />a 4� <br />J ! J ill- R/W © <br />y^' <br />CE INTERSECTION <br />END SLURRY SEAL <br />'F100 <br />7JA .1JPLBPAf <br />END SLURRY SEAL <br />CONSTRUCTION NOTES: <br />Ile:#I':� <br />'1207 <br />Im <br />- - -. W <br />5+100 - - - N... 6+01D <br />� w <br />f N <br />Z6o FVl EXIST. EP .» (25 ` 15N M <br />STA. 4+07.49 HORNER AVE.- R/W <br />0 ADELBERT AVE. 702 AJHL5�AT 70S 8�ATAUDE <br />CL INTERSECTION <br />Y., <br />❑1 STA. 3+84.7 (20.4' LT) <br />�3 STA. 4+31.1 (23.3' RT) <br />�5 <br />REMOVE EXISTING 24" STUB (EAST) & CORE <br />® SLURRY SEAL ROADWAY WITH LATEX <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />EXISTING MAINTENANCE HOLE AND CONNECT <br />MODIFIED TYPE II SLURRY SEAL PER <br />DETAIL <br />,� a •1 <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />PROPOSED 36" DRAIN PIPE <br />AS SHOWN ON C-26. <br />28 LF fiCY""CC-M 12" 5-- 0.0100 <br />� � 3II LF 12" SC2=�'pl 0.0118 <br />(SEE PROFILE FOR PIPE FLOWLINE). <br />N <br />FL 0 DI= 21.51 NGr <br />FL 0 DI= 21.7 � <br />� <br />S - .-95 <br />21.25 <br />SQq�e <br />R T 24. <br />GRATE= 25.2 <br />❑ <br />CONSTRUCT TYPE SEE <br />�•• <br />20, <br />® <br />© <br />CLEAN AND FLUSH EXISTING DRAIN INLET <br />20 0 10 20 40 <br />HORNERAVENUE <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />STA. 3+84.7 (24.5' RT) <br />CONST. 18" STORM DRAIN INLET <br />AND/OR LATERAL AFTER NEW STORM DRAIN <br />= LF 12" 12CP S=0.0136 <br />CATCH BASIN PER CO. STD. DWG CW-D14. <br />FACILITIES ARE COMPLETE. <br />(FEET) <br />FL 0 DI= 21.7 Ud�(o <br />y1 = LF 12" RGW-4t--.4 S=0.0106 <br />FE-0 SBMH=- Pi:PS <br />FL 0 DI- 21.6 p pe <br />EXIST. <br />GRATE= 25.1 <br />FL 0 SDMH= 21. 5 <br />EXIST. <br />GROUND <br />,n ;,� <br />GRATE= 25.2 <br />N -� <br />GROUND <br />® I[J <br />u7 N N <br />O <br />N <br />n d <br />u1 <br />Iti <br />N <br />ui (6 <br />N N N <br />N <br />N N <br />N <br />N N <br />N <br />26 <br />22 <br />i C! <br />10 <br />Cell <br />before you <br />Dig. <br />1-800.642.2444 <br />ummw vx¢ Nmr (1qr.) <br />FL= 17.51 36" (IN) <br />iI10TC <br />CAUTION!! <br />HORIZ 1• =20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />VERT 1• _2' 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 />JGINEER DATE CHECKED DATF SURMITTFD <br />2+00 3+00 <br />REV DATE DESCRIPTION <br />DATE APPROVAL R COMME DED DATE <br />- <br />m <br />STOCKTON <br />/�Sp0.V <br />G.C. WALLACE OF CALIFORNIA, INC. �p p N° C319 <br />�: Evp. 12 31 <br />Engineers/Planners/Surveyors ¢a< <br />2150 RIVER PLAZA OR., SOTS 100, SACRAMTO. CA 95833 TELEPHONE: <br />91t, 01V11 <br />TELEPHONE: (916) 286-7600 •FAX: (916) 286-7601 <br />N <br />m <br />r <br />W <br />22 <br />U <br />14 <br />iL <br />HORNER AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIV COUNTY, CAL FORMA <br />S NOTED SHEET NO 11 <br />SM/SH cn <br />JAM/DA STA 0+50 TO STA 6+25 of 30 SHEETS " <br />RUM _ 277-001 <br />p4 PROJECT NO. "� <br />