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ANTHONY AVE. <br />-031 80J'l <br />2GY T'A MA <br />THELMA AVE <br />366 TrIPLIMA <br />n � <br />J • <br />II <br />26 <br />22 <br />a <br />18 <br />14 <br />0 CR <br />STA. 7+03.27 HOBART AVE. END SLURRY SEAL <br />® ANTHONY AVE. 23' <br />�R/W INTERSECTION <br />i <br />RW <br />f� <br />T>� <br />® <br />0 7+} R <br />R/W SLRY <br />�s <br />EXIST. EP <br />0 C <br />END SLURRY SEAL <br />�l <br />�y X <br />8+00 _ _ 9+00- <br />�~ < a <br />,. -CONSTRUCTION CF w <br />+ 1 ? Gp,, <br />RG �� ss �o �F <br />ti q `EXIST. EP <br />/ VAVE. <br />R/W ��WAILBOX, TYP. ��MAILBOX '' <br />hh2�JJ�] ALN"fr1DJAY 5DY2 0 CR <br />END SLURRY SEAL <br />��� ®°RSLDRRY SEAL HOBART AVENUE - ALTERNATIVE BID "A" III Tr]EL1MA 104 Tr1�LMA <br />A n-IONY AVE• 0 THELMA AVEHOBART MA AVE <br />CONSTRUCTION NOTES: ADDITIVE BID ITEM <br />CL INTERSECTION <br />❑1 STA. 6+87.7 (22.7' LT) ❑3 STA. 7+23.6 (27.7' RT) ❑5 STA. 10+13 (17.8' LT) ❑7 STA. 9+51.7 (17.3' RT) <br />CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. <br />>1 91 LF 12" RCP GLRI S= 0.0103 3 � 35 LF 12" RUP-r[ ft S= 0.0100 24 LF 12" R'CP et+H S= 0.0100 A 44 LF 12" RQP GLIA S= 0.0100 <br />FL 0 DI= 22.91 FL 0 DI= 22.94 %ifP< FL 0 DI- 22.27 LW y. FL 0 DI= 22.43 0P9&. <br />FL 0 SDMH= 22.59 FL 0 SDMH= 22.59 FL 0 SDMH= 22.03t FL 0 SDMH= 22.03 9❑ CONST. SDMH SADDLE TYPE <br />GRATE= 25.3 GRATE= 25.7 GRATE= 26.1 GRATE= 25.8 (SEE PROFILE FOR CALLOUT). <br />❑2 STA. 7+26.0 (18.5' LT) ® STA. 9+61.8 (18.1' LT) © STA. 10+14.2 (17.6' RT) ® STA. 6+80.4 (27.8' RT) © CLEAN AND FLUSH EXISTING DRAIN INLET <br />CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CULVERTS AND/OR LATERAL AFTER NEW <br />CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. STORM DRAIN FACILITIES ARE COMPLETE. <br />4 > 23 LF 12" RCP CUR S= 0.0100 ,y< I& LF 12" RCP CtA S= 0.0100 ?s•�36 LF 12" RCP CLA S= 0.0100 T4 499E LF 12" RW CbM S= 0.0100 <br />FL 0 DI= 22.82 OFP FL 0 DI= 22.31 W 00. FL 0 DI- 22.39 x pi. FL 0 DI= 23.01 W 876 <br />FL 0 SDMH= 22.59 FL 0 SDMH= 22.03 FL 0 SDMH= 22.03 FL 0 SDMH= 22.59 <br />GRATE= 25.8 GRATE= 26.0 GRATE= 26.4 GRATE= 25.3 <br />REGRADE <br />Or 01 M M N t0 t` r` W <br />I DITCH L ) AS <br />NECESSARYYTO FLOWTO DRAIN INLETS � Ir-EXIST. GAS MAIN <br />GRATE 25.8 LT (ASSUMED DEPTH OF 30") GRATE 26.4 RT <br />i EXIST. GROUND 0 CONSTRUCTIONS CL CONTRACTOR TO VERIFY DEPTH <br />GRATE 25.3 RT GRATE 25.7 RT PRIOR TO CONSTRUCTION L <br />r � <br />r <br />-EXIST. WATER MAIN GRATE 26.0 LT <br />(ASSUMED DEPTH OF 36") EXIST. GROUND 0 DITCH FL (LT) GRATE 5.8 RT GI <br />CONTRACTOR TO VERIFY DEPTH <br />GRATE 25.3 LT PRIOR TO CONSTRUCTION__-_ <br />! i <br />® SLURRY SEAL ROADWAY WITH LATEX <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />AS SHOWN ON C-26. <br />® RELOCATE GAS PIPELINE <br />BY OTHERS <br />® RELOCATE WATER PIPELINE <br />BY OTHERS <br />Wo EXIST. GROUND 0 DITCH FL (RT) J <br />L 0 R �i1 0 5=0.002 30"4 REE-LL.-4p <br />I LI 277 LF 24"- <br />FL 22.91 LT <br />PER. CO. STD. DWG. D-18 <br />FL-- <br />22.59 <br />12" <br />N <br />FL_ <br />22.59 <br />18" <br />_fttf-0 0.0028 N-LWty.r <br />FL = <br />zzss <br />z1" <br />114))(S) <br />IN) <br />FIE <br />22.59 <br />24" <br />OUT) <br />10 <br /><1Z <br />-z <br />6+00 7+00 <br />8+00 <br />mun u�•u m ws�•it. <br />Call <br />CAU TI ONH <br />before you HOW. <br />i" -20' <br />CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />R <br />Dig. � <br />1• =2' <br />UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND <br />LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />1-800-642-24" <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 />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />.APPROVAL RECOMMENDED <br />DATE <br />STA. 9+85.98 (4• L <br />CONST. SADDLE TYP <br />PER. <br />CO. STD. <br />DWG. <br />FL- <br />22.03 <br />12" <br />IN) <br />FL= <br />22.03 <br />18" <br />�N)( <br />FL- <br />22.03 <br />24 <br />(IN) <br />FL= <br />22.03 <br />30" <br />(OU <br />• 66 <br />REV.II DATE '_ DESCRIPTION DATE AGEN. D11Ej GCW <br />44 <br />FL 22.39 RT V <br />FL 22.27 �� o_ <br />a <br />7 e:I„ s:c_k_ 1 1x1r.R I LIF- <br />WG.C. WALLACE OF CALIFORNIA, INC. <br />Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (916) 286-7500 -FAX: (916) 286-7601 <br />EXIST. <br />GROUND <br />26 1 <br />22 1 <br />Im <br />14 1 <br />10 1 <br />HOBAR'T AVE. <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORMA <br />1"=20' SHEET No. 20 <br />SM/SH- <br />JAM/DA STA 600 TO STA 10+50 of 30 SHEETS <br />ROM 277-001 <br />DA'E'-''- z" "4 PROJECT NO. <br />