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00. <br />IwM <br />(3 <br />V) <br />ORO AVE. <br />Q I <br />4043 RR <br />END SLURRY SEAL <br />41' <br />ci 1 1 - <br />w3 M fl <br />w <br />x <br />N W <br />w <br />w <br />ADEL-BERT AVE. ®CR <br />,1107 END SLURRY SEAL ,120,1 _1310 <br />41'13'l 23' <br />CC STA. 7+11.93 E WASHINGTON AVE. - <br />® ORO AVE. STA. 10+08.11 E WASHINGTON AVE. <br />CL INTERSECTION lS�.ii R/W �� , l 1 s x^ ?'��? 0 ADELBERT AVE. R/W -_ �? r�,p <br />CV11 INTERSECTION e o <br />�.-. 1ti _. _. 1ti f� ^._ ryry.� _... titi '•,. 1ti' f� _ til. vy \\\\ ry ti �_ _. _ .. <br />y EXIST. EP �y. _ EXIST. EPRW <br />/y�q <br />+ 9+00 CONSGL +00 <br />800 � Q <br />-. -_ RUCTION 11+00 s\�y -1 12+00 F <br />�� MI xCURVE DATA <br />cn Q <br />�F <br />END SLURRY SEAL 41 tel, <br />41033 / nc <br />C <br />ORO AVE. <br />I, <br />20' <br />20 0 10 20 40 <br />(FEET) <br />EXIST. N <br />GROUND <br />1 26 <br />1 22 <br />w <br />14 <br />m <br />ell <br />before Cyou <br />Dig. <br />1.800.642-2444 <br />I <br />�I <br />3 REMOVE (EX) 24"0 EXIST. CMP F <br />W STORM DRAIN CULVERTS (TYP) <br />STA. 7+05.23 (8.6' RT) <br />'++ CONST. SADDLE TYPE SDMH <br />..PER. CO. STD. DWG.. D.-18 <br />FL- 18.79 42" (THRU) <br />HORIZ. 1' - 20' <br />VERT. 1'- 2' <br />IHa\12 <br />lryry tr tillbl `ry�(p `�ayF <br />411B <br />_. _. W R=500' <br />L=57.28' <br />EXIST. EP EXIST.Ep 04 <br />A,'2 <br />w 5AMlf (Y' <br />R/W LTJ R/W ; n .1,e{,� � , s(' fim <br />23' 0 CR 4 218 + 4333/ �y1yy� �%3, t <br />'---- '" END SLURRY SEAL�'4'P`K ' <br />d <br />ADELBERT AVE. N <br />CONSTRUCTION NOTES: <br />® SLURRY SEAL ROADWAY WITH LATEX ❑1 STA. 9+82.1 (23.9' LT) ❑3 STA. 10+29.8 (25' RT) [5 REPLACE EXISTING SDMH; CONSTRUCT NEW " <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET SDMH (SADDLE TYPE) PER CO. STD. DWG. <br />AS SHOWN ON C-26. CATCH BASIN PER CO. STD. DWG CW -D14. CATCH BASIN PER CO. STD. DWG CW -D14. D-18. RECONNECT EXISTING LATERALS. SEE <br />ti%36 LF 12" Qcw7%EW S= 0.0116 3a LF 12"SCJ S= 0.0127 PROFILE FOR CALLOUT. <br />FL 0 DI= 19.8 WWF FL® D1= 19.8 F\1?Q8 © CONSTRUCT SDMH (SADDLE TYPE) SEE <br />FL 0 SDMH= 19.38 FL 0 SDMH= 19.38 PROFILE FOR CALLOUT. <br />GRATE= 22.3 GRATE= 22.9 <br />© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />❑2 STA. 10+29.2 (23.7' LT) ® STA. 9+83.49 (24.7' RT) CULVERT AND/OR LATERAL AFTER NEW <br />CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET STORM DRAIN FACILITIES ARE COMPLETE. <br />CATCH BASIN PER CO. STD. DWG CW -D14. CATCH BASIN PER CO. STD. DWG CW -D14. <br />+jo30 LF 12 AEl3-S�(t�tG' S= 0.0105 rya 20 LF 12" MCP " I" S= 0.0161 ® RELOCATE GAS PIPELINE <br />E. WASHINGTON STREET FL 0 DI- <br />SDMH981938 FL 0 DI= 19.8 .38' 8Y OTHERS <br />FL T SDMH. 19.38 RW RELOCATE WATER PIPELINE <br />GRATE= 24.4 GRATE= 23.0 BY OTHERS <br />M rn EXIST. <br />ifl N ir; to N N N <br />GROUND <br />TL0 <br />r€XtSTi GROUND 0 CONSTRUCTION <br />-EXIST. GROUND 0 CONSTRUCTION CL EXIST. GROUND 0 FL OF SWALE (L,7) <br />EXIST. GROUND 0 FL OF SWALE (RT) 26 <br />GRA"FE 24.4 (LT) <br />EXIST. GAS GAIN EXIST. WATER MAIN <br />®EPTH OF 30) <br />EXIST. GROUND 0 DITCH FL (RT}.. (ASSUMED (ASSUMED DEPTH OF 36 ) <br />I _ /_._ CON, TOA, TO. ..VERIFY--DEP-TH/ CONTRA=OR TO, VERIFY DEPTH <br />1 <. GRA E 22.9 RT // PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION <br />GRATE 22.3 LT s <br />I 4 ` iw• ��w 04 22 <br />_ ._ . _M 1 _ <br />L <br />EXIST. GROUND 0 DITCH FL (L1') EX+ DITCH FL, (LT) J <br />EXIST. GROUND 0 DITCH FL (LT) �V <br />302 LF 42" NP S=0.0020 qrC. <br />y 297 LF 42" HG S=0.0020 <br />W <br />) <br />FL 19.8 LT '•1+Hr 11�'1A 777TV��' <br />FL 19.8 RT r 18 <br />7+00 8+00 <br />CAUTIONH <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 I DA <br />FL 19.8 T <br />STA. 10+02.11 (6' RT) <br />CONST. SADDLE TYPE SDMH <br />PER CO. STD. DWG. D-18 (� <br />)=L= 19.38 12 IN <br />FL= 19.38 18" 0 S=0.0020 <br />!FL= 19.38 42" (THRU) " <br />9+00 10+00 00 <br />- <br />EAST STOCKTON <br />REV I DATE _ _ -- DESCRIPTION _ DATE AGEN. <br />DATE <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 />iM <br />iLf <br />E. WASHINGTON STREET <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />AS NOTED_ SHEET N0. 7 <br />SIM C7 0 <br />JAM STA 6+50 TO STA 12+25 OF 300VSHEETS <br />RM 277-001 <br />DA'F20--`4 PROJECT NO. <br />