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LA <br />6 <br />MN 11' GE AVE. w 0 UUUL1UUt AVt. w <br />�./WL.IV�,� AVE.w INTERSECTION o <br />Uma Oa <br />24'm0 +CD <br />w m w =1717 <br />R/W p�, ? w' ,ytiy 2 hy�yQ`' t~n w ASF`' ` F R/W, <br />/ ry,40 tom +y°''P f`��`"/ LTJ. F.-. } ti°. <br />UNDERGROUND ELECTRIC - - - <br />(RELOCATE BY ETHERS, \ - <br />IF NECESSARY) <br />L- f Q <br />N21+00 <br />00 N 19+00 20+00 n _ <br />ELI <br />N 3 ®/I/ CONSTRUCTION ¢ <br />w <br />w I <br />n W <br />8 rz P1 p EXIST. EP r�4�j <br />� 3 <br />R/W 22EXIST. <br />EXIST. 10" CULVERT (TYP) R/W� I -J <br />COOLIDGE AVE, CONSTRUCTION NOTES: 482 D 1DBd <br />❑1 STA. 18+48.5 (29.0' LT) ❑3 STA. 18+92.3 (28.0' RT) <br />st�F- CONST. MODIFIED 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET <br />CONTRACTOR NOTE: <br />SEE DETAIL SHEET C26. CATCH BASIN PER CO. STD. DWG CW -D14. <br />,F ALL STORM DRAIN LINES OVER <br />1,6 23 LF 12" Pi9=9t-NF1 = 0.0055 � 'J2 LF 12" RGR-��E--$g= 0.0106 <br />THE EXISTING 42" WATER MAIN FL 0 INLET- 23.15 NIFL 0 DI= 21.6 �4?11�1_�4 <br />-,. MUST MAINTAIN AT LEAST 4" FL 0 SDMH= f9 $. zt of FL 0 SDMH= 21.05 <br />SHOWN <br />VERAON STDRDWGNW 7. AS GRATE= 24.4 GRATE= 23.6 E. WASHINGTON <br />?o, <br />20 0 10 20 40 ❑2 STA. 18+81.2 (29.0' LT) ® STA. 18+40.6 (28.8' RT) <br />CONST. MODIFIED 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET <br />_ SEE DETAIL SHEET C26. CATCH BASIN PER CO. STD. DWG CW -D14. <br />(FEET) OFINLET 12 PLOPS* 00069 ®F Dig" 2BPF =�S= 0.0092 <br />Aft <br />FL 0 SDMH= £2:55 p,S FL 0 SDMH= 21.05/" <br />GRATE= 24.0 r GRATE= 23.4 <br />CARROLL AVE. <br />24' <br />_.. -�0 1 <br />BVI <br />EXIST. EPS <br />I <br />EXIST. <br />r <br />GROUND <br />n <br />O <br />n <br />o <br />N <br />1 26 <br />mpk� <br />W <br />N <br />r <br />O <br />n <br />O <br />n <br />o <br />N <br />m <br />m <br />m <br />m <br />N <br />b <br />f0 <br />f0 <br />6 <br />(6 <br />EXIST. WATER MAIN EXIST. GROUND 0 CONSTRUCTION CE <br />_ (ASSUMED_ DEPTH _OF...18"). - - -GE <br />CONTRACTOR TO VERIFY DEPTH <br />PRIOR TO CONSTRUCTION 1 <br />i EXIST. GROUND 0 DITCH FL (LT) \EXIST. GROUND 0 DITCH FL (RT) <br />EXIST. GAS MAIN T 1 <br />'RT (ASSUMED DEPTH OF 30") <br />CONTRACTOR TO VERIFY DEPTH <br />PRIOR TO CONSTRUCTION <br />t <br />r%> <br />m <br />t0 <br />'17D3 <br />-... .R/W- tibryo <br />4107 <br />5 <br />ryR� <br />0 <br />ryk,, <br />4 EM <br />r?p <br />'s <br />22+00 1 �y 23+00 <br />FRO <br />�9F" r?q A2S! <br />VJ <br />y� <br />Qo <br />3- <br />w <br />w <br />La <br />w <br />A - <br />[ M N <br />■// N <br />�6] <br />IJ <br />l <br />22.1 STA. 21+45.14 E. WASHINGTON AVE. R/W <br />0 CARROLL AVE. 41 10 <br />CARROLL AVE. CE INTERSECTION <br />❑5 STA. 21+35.2 (39.0' LT) ❑7 STA. 21+20.9 (27.8' RT) <br />CONST. MODIFIED 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET <br />SEE DETAIL SHEET C26. CATCH BASIN PER CO. STD. DWG CW -D14. <br />" LF 12" PVID-tt' 288 S= 0.0100 et 4'2 LF 12" RCP-�N 5= 0.0105 <br />FL 0 INLET= 24.05 0016 FL 0 DI= 22.1 mr?e © CLEAN AND FLUSH EXISTING DRAIN INLET <br />FL 0 SDMH= 23:Fi16� ♦� FL 0 SDMH= 21.66 AND/OR LATERAL AFTER NEW STORM DRAIN <br />6 GRATE= 25.6 GRATE= 24.8 FACILITIES ARE COMPLETE. <br />STREET <br />❑ STA. 21+69.4 (27.2' RT) ® CONSTRUCT TYPE 1 MH ® SLURRY SEAL ROADWAY WITH LATEX <br />REMOVE EXIST. INLET, CONNECT MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />EXIST. PIPES INTO NEW INLET. ❑9 CONSTRUCT SDMH (SADDLE AS SHOWN ON C-26. <br />CONST. 18" STORM DRAIN INLET TYPE) PER CO. STD DWG D-18 ® RELOCATE GAS PIPELINE <br />CATCH BASIN PER CO. STD. DWG CW -D14. BY OTHERS <br />�4t- LF 12" S= 0.0351 <br />FL 0 DI_ 23.1 ® RELOCATE WATER PIPELINE <br />FL 0 SDMH= 21.66 BY OTHERS <br />GRATE= 26.2 <br />R❑ REGRADE DITCH FL <br />GO o <br />EXIST. WATER MAIN EXIST. GROUND 0 CONSTRUCTION CE <br />(ASSUMED DEPTH OF 36") 1 <br />' - - GRATE 26.2- RT CONTRACTOR TO VERIFY DEPTH EXIST. GROUND 0 FL OF SWALE (RT) <br />PRIOR TO CONSTRUCTION <br />CONNECT EXIST. SD`\ <br />� TO NEW D.I. - ' ' ;� EXIST. GAS MAIN <br />(ASSUMED DEPTH OF 30") <br />CONTRACTOR TO VERIFY DEPTH <br />h { PRIOR TO CONSTRUCTION <br />. _. (.��..__... '. _ � _ FL 2405 L7 <br />I i ��¢� <br />Z i µ0p8 - _ F 2a m #6• rl .,, s=0.0020 - <br />O _� J - - 304 LF 30"0 -; S 0.0020.. <br />. r EXIST. GROUND O DITCH FL (LT) co <br />283 L <br />FL 23.15 LT ' <br />4 / ! 1 FL 23.1 RT 7 <br />1.6 RT ! i FL 22,'_ RT f I (t) 42' WATER W <br />(E) 42- WATER <br />I11 <br />STA. 21+45.14 (6 4T) <br />1 REGRADE DITCH FL (LT) CONST. SADDLE TYPE SDMH <br />STA. 18+55.23 (6' LT) _. _. ._..... .. _. _. _- _ . PER CO. STD. DWG. D-18 _ .... .. _. _ ...._ <br />CONST. SADDLE TYPE SDMH F-_()yC� k"\w <br />PER CO STD. DWG. D-18 FL= 19r- <br />£5"`1�•-8h1'I'10 <br />Q FL= S 12" IN (N) -1o5 a FL= 21.66 12" IN) (S) <br />FL= 3Y:; -i9'.i {#� h�•0� �1T. 1, FL= 21.66 18" S) �F_*_ti.nM <br />FL- 12" (IN) (N) --i-0 1 FL= 21.66 24" IN) Kf1K4Alf <br />FL= 21 OS 12".(.IN) (S) .. _.. _ -. _. -... -... --_. FL=...21.66 30" �OU T) ..... -_ _. -.._ <br />FL= 21.05 18" IN S I£F-� <br />FL- 21.05 30" (IN) al x1w�11 <br />FL= 21.05 42" (OUT) - <br />14 <br />10 <br />19+00 20+00 _ 21+00 22+ <br />�� T a 2 CAUTION!! ���� <br />y STORM DRAINAGE IMPROVEAAENTS <br />Call CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />before you I{pRQ, 1' =2D' REV DATE DESCRIPTION DATE AGEN. DATE_ GCW_ <br />UNLESS OTHERWISE NOTED, POTHOLE TO DETERMINE EXACT DEPTHS AND Fssigw <br />Dig. LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS �Tr /.4. v'•- ,v� <br />1.800.642 2444 i ----- y ? <br />MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE <br />•�-�^^-uIMPROVEMENTS. - - - G.C. WALLACE OF CALIFORNIA INC. p N C31952 <br />, P ,z-,1 <br />PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE PPROVAL REC MMEND D DATE - Engineers /Planners /Surveyors .j. -A <br />-- - - --- _-- - - - - 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 F civ IV <br />*__ `, e TELEPHONE: (916) 286-7600 • FAX: (916) 286-7601 pF GAS\ <br />EXIST. <br />GROUND <br />0 <br />26 <br />22 <br />N <br />It! <br />c <br />E. WASHINGTON STREET <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />AS NOTED SHEET NO 9 .. <br />SM/SH <br />^M/°ASTA. 18+00 TO STA, 23+7$ OF 30 SHEETS <br />RUM 277-001 <br />DATE 20 ria PROJECT N0. <br />