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60 <br />m <br />'129B, <br />(� INTERSECTION <br />mrce�5sa=�r„+�. <br />EXIST. <br />GROUND <br />1 24 <br />1 20 <br />_l• <br />iia <br />w <br />Call <br />before you <br />Dig. <br />1.800842.2444 <br />uu.aaw sn¢ .nr lea <br />r <br />IiRHI� <br />rn <br />rn <br />N <br />HOW. 1' - 20' <br />VERT. r = 2' <br />GEMMDE AVE. SINCLAIR AVE. <br />25 0 CR <br />END SLURRY SEAL =1919 ,1929 END <br />CR <br />-- END SLURRY S AL 26' <br />4101 /� R/W y6 <br />• y,�� SLRY �� i EXIST. 10" CULVERT (TYP) <br />�2J gel 1 /�/ �n <br />EXIST. EP <br />RNW <br />R/W <br />4408 <br />EXIST. EP-, <br />4417 <br />VJ <br />L <br />�- 1'D+ ` 14+00 N,I ioj 15+00 16+00 „"�j 17+00 N 18 rn <br />j w <br />CONSLRUCTION ¢ 6 W rn <br />IJ'� _ EXIST. EP 5 FL` \` EXIST. EP <br />�! J STA. CLAIR 62 E. WASHINGTON AVE. <br />F� - 0 IN ER E AYE. <br />q4. 1 <br />ti ¢INTERSECTION <br />ti' I <br />0 CR <br />- , 24, _ _i E D SLURRY SEAL EXIST. 10" CULVERT (TYP) 10 L! X� EXIST. 10" CULVERT (TYR) <br />0 'R R/W <br />24 EN SLURRY SEAL <br />N AVE. =1302 =1319 - =1=109 <br />.1.}'19 4493 <br />GEFCMDE AVE' CONSTRUCTION NOTES: SIN -AIR AVE. <br />® SLURRY SEAL ROADWAY WITH LATEX ❑i STA. 12+82.1 (24.2' LT) ❑3 STA. 13+28.7 (24.5' RT) ❑5 STA. 15+53.9 (28.5' LT) ❑7 STA. 15+97.2 (29.5' RT) ❑9 CONSTRUCT SDMH (SADDLE <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET CONST. MODIFIED 18" STORM DRAIN INLET REMOVE EXIST. INLET, CONNECT TYPE) SEE PROFILE FOR <br />AS SHOWN ON C-26. <br />CONTRACTOR NOTE: CATCH BASIN PER CO. STD. DWG CW -D14. CATCH BASIN PER CO. STD. DWG CW -D14. SEE DETAIL SHEET C26. EXIST. PIPES INTO NEW INLET. CALLOUT. STUB 18" 0 STORM <br />ALL STORM DRAIN LINES OVER1'1$ff LF 12" RCIM--19Eip S= 0.0114 36 LF 12" IRS = 0.0108 '10 Si' LF 12" aVe eLS9-9 S= 0.0050 CONST. 18" STORM"DRAIN INLET DMM tNOR.{ t � 5W-TH). <br />THE EXISTING 42" WATER MAIN ® RELOCATE GAS PIPELINE FL 0 DI= 20.3 AtIft FL 0 DI= 20.4 !}h GC FL 0INLET= 22.34 jwpF CATCH BASIN PER CO. STD. DWG CW -D14. uW,*,C*/'f (r tL <br />BY OTHERS <br />MUST MAINTAIN AT LEAST 4" FL 0 SDMH= 19.98 FL 0 SDMH= 19.98 FL 0 SDMH= 323] �% Jl 45 LF 12" ;MP C= S= 0.0109 10 REMOVE EXIST. D.I. AND <br />VERTICAL SEPARATION AS GRATE= 23.2 GRATE= 23.2 GRATE= 24.3 FL 0 DI= 21.0 Pce CONNECT PIPES AND SALVAGE <br />SHOWN ON STD DWG. W-7. ® RELOCATE WATER PIPELINE FL 0 SDMH= 20.51 FRAME & GRATE. <br />BY OTHERS ❑2 STA. 13+28.6 (24.1' LT) ® STA. 12+84.0 (24.8' RT) © STA. 16+10.0 (29.0' LT) GRATE= 23.7 11 REGRADE EXIST. SWALE/DITCH <br />CONST. MODIFIED 18" STORM DRAIN INLET REMOVE EXIST. INLET, CONNECT CONST. MODIFIED 18" STORM DRAIN INLET ® STA. 15+48.1 (24.6' RT) TO FLOW TOWARD INLET <br />SEE DETAIL SHEET C26. EXIST. PIPES INTO NEW INLET. SEE DETAIL SHEET C26. CONST. 18" STORM DRAIN INLET STRUCTURE <br />L130 LF 12" W= -#L -=Q S= 0.0050 CONST. 18" STORM DRAIN INLET 4446 LF 12" RVC-CL-480 S- 0.000 CATCH BASIN PER CO. STD. DWG CW -D14. <br />FL 0 INLET= FL 0 SDMH= 234:90.,8, 11^P� 3ti *9- LF 12"CATCH PER CO. -S00114G CW -D14. FL 0 INLET= FL 0 SDMH= 22.45 23;1 G,\ µn CONNECT EXIST. 12" CMP SD TO NEW D.I. <br />E. WASHINGTON STREET p <br />GRATE= 23.4 �1. FL 0 DI= 20.4 11tt�C GRATE= 23.7 �' 0 W LF 12 21� CL44 S= 0.0105 <br />FL 0 SDMH= 19.98 /jCrs © CLEAN AND FLUSH EXISTING <br />_ _ GRATE= 24.5 FL 0 SDMH= 20.51 DRAIN INLET, CULVERT AND/OR <br />GRATA 23.7 LATERAL AFTER NEW STORM <br />ro DRAIN FACILITIES ARE EXIST. <br />N V N COMPLETE. GROUND <br />0 <br />.. _.. -_. _... r EXIST. GROUND 0 CONSTRUCTION ( . <br />_..... _... _._ _.GRATE 24.3 - _ _.. .._... - _ ..... _..-...... - EXIST. GROUND -0 IDONSTRUCRON FL <br />, <br />' GRATE 23.7 RT <br />GRATE 23.4 LT <br />_ GRATE 23.2 RT - . _ ....-GRATE 23:7 RT. .. ... .. ,. <br />EXIST. GROUND 0 DITCH FL (RT) EXIST. WATER MAIN EXIST. GAS MAIN <br />GRATE 23.7 LT ASSUMED DEPTH OF 30' <br />EXIST. GROUND 0 DITCH FL (LT) PRIOR <br />CONTRACTOR <br />TO VERIFY <br />TON (ASSUMED DEPTH OF DEPTH PRIOR TO OR TO VERIFY DEPTH <br />CONSTRUCTION 24 <br />l <br />I i S ;MOPE Y <br />I + - ---- EXIST. GROUND 0 DITCH FL LT <br />265 LF 42" 5-0.020 ( ) J <br />FL 22.151 LT j - i II FL .45 R [ ;286 LF 42" 5=0.00`0 EXIST. (GROUND a DITCH FL (RT)- QQ <br />I L I I t <br />..... 20 <br />E42" WATER_.._...._,_._... ___-__�...f_.._... ..:.... J-E.I <br />FL R7 I (E) 4 WATER _ Q <br />- STA. 15+69.10 (6' LT) <br />-....CONST. SADDLE TYPE SDMH <br />PER CO. STD. DWG( D-18 <br />STA. 13+04.28 (6' LT) 20•SI FL= 18" <br />CONST. SADDLE TYPE SDMH FL= 22.21 12" g'!ZR <br />N <br />PER CO. STD. DWG. D-18 FL= 20 51 12" S 1 <br />FL 22,Oq 12" IN _ -..... .. -. ..-. FL= 20.51 18" <br />FL 19.98 12 IN N,S. _•Jp(roy�'+i\- - _. ... , .... _ _-... ... __ <br />FL=2O.51 .42'._U .;._ . _, __.....-. .___.. ...... -.__ .. <br />FL= 19.98 18" '3 YR Ss.Qi <br />FL= 19.98 42" (THRU) <br />13+00 14+00 _ _ 15+00 - -. 16+00 <br />ICAUTION!' EAST STOCKTON CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, STOW DRACE MnOVEMENTS <br />UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND REv_ DATE __ DescRlaTI N _._ DATE I ACEN. DATE. GCw <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 />77 <br />DATE CHECKED DATE - SUBMITTED DATE A9PROV4,L RF�fi <br />WG.C. WALLACE OF CALIFORNIA, INC. <br />Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (916) 286-7600 • FAX: (916) 286-7601 <br />Z <br />7T� <br />16 <br />12 <br />m <br />E. WASHINGTON STREET <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />AS NOTED SHEET NO. 8 <br />SM/SH U <br />JAM/DA STA 12+25 TO STA 18+00 OF 30 SHEETS <br />RUM 277-001 <br />DATE. I,: -JO '4 PROJECT N0. <br />