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V�P�Op <br />J-� <br />0 <br />UNDERGROUND TELEPHONE CONDUIT <br />i <br />�) EXIST. EP 0 OR <br />BEGIN AC OVERLAY <br />BEGIN 25' AC TRANSITION <br />3%TlJ �. 1i�lATEALTIO <br />LONGITUDINAL PLANING <br />(SEE SHEET C26) <br />1 1+00 <br />�+ O O <br />�y <br />1+00 RHODE 1'SLAND AVE. \NCA.t <br />WA LHLUU A VVV... <br />c$ <br />0 <br />g. t ry <br />h <br />20 O 10 20 40 <br />.t <br />(Fno ffiffigm <br />EET) FEET) <br />GROUND 0 m <br />v <br />`z! <br />FT47 <br />16 <br />12 <br />vv�ir uu m mnr. <br />Cell <br />before you <br />Dig. <br />1'800'842'2444 <br />iwemro an.¢ war N+V <br />1+00 <br />HORIZ. 1' - 20' <br />VERT. T - 2' <br />z� <br />O V <br />w 17-12 1754 1711 1'710 171A <br />cNo+zw <br />"0= <br />J <br />ADJUST MH FRAME & <br />F z w ADJUST MH FRAME & COVER TO GRADE <br />w I COVER TO GRADE j <br />AC <br />i <br />R/W- <br />ry�1 4 ^�\ EXISTING E/P/ <br />II <br />2+00 1 - 3+00� 4+00 LCONSTRUCTION 5+00 <br />_ 1 <br />EXIST. EP / <br />R/W� <br />BEGIN 25' AC TRANSITION <br />3_lJJ E. 191ATEAL00 <br />ADP( - <br />130 LF 18" :S= 0.0020 <br />PER DETAIL SHEET C28 <br />FL= 13.28 18" (THRU) <br />CONSTRUCTION NOTES: <br />❑1 STA. 0+59.70 (12' LT) [3 STA. 3+20 (13'1-T) <br />CORE EXISTING SDMH AND PROVIDE 18"0 INLET CONST. 18" STORM DRAIN INLET <br />(SOUTH) & CONNECT NEW 18"0 STORM DRAIN CATCH BASIN PER CO. STD. DWG CW -D14. <br />19 LF 12" 4M-GL4 S= 0.0337 <br />[2 CONST. SDMH TYPE -1. (SEE PROFILE FOR FL 0 DI= 17.5 1, Q(j <br />CALLOUT) FL 0 SDMH= 16.86 <br />GRATE= 22.3 <br />1@86 STA. 3+20 (15'RT) <br />REMOVE EXIST. D.I. & CONNECT TO <br />EXIST. PIPE <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />5+56.9 RHODE ISLAND 9 LF 12" REg"ZL i S= 0.0822 <br />0 LEWIS STREET FLO DI= 17.6 10\00 <br />FL 0 SDMH= 16.86 <br />GRATE= 21.7 <br />❑5 STA. 5+33.23.2 <br />(1 41T) <br />CONST. 18" STORM DRAIN INLET <br />.�25 CATCH BASIN PER CO. STD. DWG CW -D14. <br />1 21 LF 12" ➢PGP CLW S= 0.0100 <br />FL 0 DI= 18.21 y�QqE' <br />S -E 0', `�` 14 6 FL 0 SDMH= 18.00 <br />:J GRATE= 22.4 <br />© STA. 5+82 (14'RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />f 45 LF 12" REP ULM S= 0.0100 <br />n t FL 0 DI- 18 45 f Gf- <br />hrybFL <br />5+38 (6' <br />RT) <br />7 6 <br />TYPE -1 <br />0 SDMH= 18.00 <br />v <br />v <br />ADP( - <br />130 LF 18" :S= 0.0020 <br />PER DETAIL SHEET C28 <br />FL= 13.28 18" (THRU) <br />CONSTRUCTION NOTES: <br />❑1 STA. 0+59.70 (12' LT) [3 STA. 3+20 (13'1-T) <br />CORE EXISTING SDMH AND PROVIDE 18"0 INLET CONST. 18" STORM DRAIN INLET <br />(SOUTH) & CONNECT NEW 18"0 STORM DRAIN CATCH BASIN PER CO. STD. DWG CW -D14. <br />19 LF 12" 4M-GL4 S= 0.0337 <br />[2 CONST. SDMH TYPE -1. (SEE PROFILE FOR FL 0 DI= 17.5 1, Q(j <br />CALLOUT) FL 0 SDMH= 16.86 <br />GRATE= 22.3 <br />1@86 STA. 3+20 (15'RT) <br />REMOVE EXIST. D.I. & CONNECT TO <br />EXIST. PIPE <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />5+56.9 RHODE ISLAND 9 LF 12" REg"ZL i S= 0.0822 <br />0 LEWIS STREET FLO DI= 17.6 10\00 <br />FL 0 SDMH= 16.86 <br />GRATE= 21.7 <br />❑5 STA. 5+33.23.2 <br />(1 41T) <br />CONST. 18" STORM DRAIN INLET <br />.�25 CATCH BASIN PER CO. STD. DWG CW -D14. <br />1 21 LF 12" ➢PGP CLW S= 0.0100 <br />FL 0 DI= 18.21 y�QqE' <br />S -E 0', `�` 14 6 FL 0 SDMH= 18.00 <br />:J GRATE= 22.4 <br />© STA. 5+82 (14'RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />f 45 LF 12" REP ULM S= 0.0100 <br />n t FL 0 DI- 18 45 f Gf- <br />hrybFL <br />5+38 (6' <br />RT) <br />7 6 <br />TYPE -1 <br />0 SDMH= 18.00 <br />' 1 a <br />STD. DWG. <br />L 0 DI- <br />27' <br />IjW <br />GRATE 21.7 <br />o N <br />13.98 18" <br />z <br />0 OR V ` �� <br />143- 02 <br />❑7 STA. 5+33.3 (14'RT) <br />EXISTING E/P <br />J <br />A LAY <br />CONST. 18" STORM DRAIN INLET <br />BEGIN 25' AC TRANSITION <br />z <br />CATCH BASIN PER CO. STD. DWG CW -014. <br />1747 7767 <br />1717 <br />a <br />LEM STREET <br />0 <br />9 LF 12" 1iEf CiTA S= 0.0222 <br />OMME DED <br />DATE <br />a <br />--- <br />EXIST. GROUND 0 CONSTRUCTION <br />GRATE 22..1 <br />GRATE 21.7 <br />EXIST. WATER MAIN EXIST. GAS MAIN <br />-- (ASSUMED DEPTH OF 36") (ASSUMED DEPTH OF 30") <br />CONTRACTOR TO VERIFY DEPTH CONTRACTOR TO VERIFY DEPTH II <br />PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION II <br />� I I <br />It <br />II <br />II <br />4VPE <br />1.30 LF 18" G " QL=M S=. 0.0020 <br />STA. 3+20 6' RT <br />CONST. TYPE -1 SDMH PER <br />UNIT CO: STD: DWG: CW -S7 - - <br />FL- 16.86 12" (IN) <br />FL= 13.54 18" (THRU) <br />CAUTION!! <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 <br />EXIST. GROUND 0 FL OF SWALE (LT) GR, <br />GRA <br />I <br />EXIST. GROUND 0 FL OF SWALE (RT) <br />218 LF 18" Ful S= 0.0020 <br />STA. <br />5+38 (6' <br />RT) <br />CONST. <br />TYPE -1 <br />SDMH PER <br />CO. <br />STD. DWG. <br />L 0 DI- <br />FL= <br />18,00 12" <br />IN) <br />o N <br />13.98 18" <br />OUT) <br />a <br />FL 0 SDMH= 18.00 <br />GRATE= 21.3 <br />1747 7767 <br />1717 <br />C5 74J -020-13S <br />� <br />- Engineers/Planners/Surveyors <br />� Exp, 12-31-04 <br />OMME DED <br />DATE <br />--- <br />0 w <br />9�f <br />f <br />rn ¢ <br />® <br />CONST. STORMWATER TREATMENT UNIT <br />No <br />(SEE DETAIL SHEET C28). <br />Z w <br />+ U N <br />+wvw <br />�az <br /><m� <br /><zw <br />© <br />CLEAN AND FLUSH EXISTING DRAIN INLET, <br />RHODE <br />ISLAND AVENUE <br />® <br />RELOCATION OF <br />GAS <br />fn w m <br />PIPELINE <br />CULVERT AND/OR LATERAL AFTER NEW <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />(BY OTHERS) <br />/\C <br />INSTALL 0.21' AC OVERLAY (TYPE B) PER <br />® <br />RELOCATION OF <br />WATER PIPELINE <br />DETAIL AS SHOWN ON C-2. <br />(BY OTHERS) <br />® <br />REPLACE STAMPED AC CROSSWALK PER <br />R] <br />REGRADE DITCH <br />FL <br />DETAIL AS SHOWN ON C-26. <br />EXIST, <br />n v`Oi n <br />n <br />.�- <br />a <br />N <br />GROUND <br />N N N <br />N <br />N N <br />N <br />N <br />EXIST. GROUND 0 CONSTRUCTION <br />GRATE 22..1 <br />GRATE 21.7 <br />EXIST. WATER MAIN EXIST. GAS MAIN <br />-- (ASSUMED DEPTH OF 36") (ASSUMED DEPTH OF 30") <br />CONTRACTOR TO VERIFY DEPTH CONTRACTOR TO VERIFY DEPTH II <br />PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION II <br />� I I <br />It <br />II <br />II <br />4VPE <br />1.30 LF 18" G " QL=M S=. 0.0020 <br />STA. 3+20 6' RT <br />CONST. TYPE -1 SDMH PER <br />UNIT CO: STD: DWG: CW -S7 - - <br />FL- 16.86 12" (IN) <br />FL= 13.54 18" (THRU) <br />CAUTION!! <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 <br />EXIST. GROUND 0 FL OF SWALE (LT) GR, <br />GRA <br />I <br />EXIST. GROUND 0 FL OF SWALE (RT) <br />218 LF 18" Ful S= 0.0020 <br />STA. <br />5+38 (6' <br />RT) <br />CONST. <br />TYPE -1 <br />SDMH PER <br />CO. <br />STD. DWG. <br />CW -S7 <br />FL= <br />18,00 12" <br />IN) <br />FL= <br />13.98 18" <br />OUT) <br />5 £E TW1F s S= 0.0020 & CAP END <br />3+00 <br />4+00 5+00 <br />6+00 <br />EAST STOCKTON <br />STORM DRAINAGE IMPROVEMENTS <br />REV DATE <br />DESCRIPTION DATE AGEN, DATE <br />I- <br />- G.C. WALLACE OF CALIFORNIA, INC. <br />p N° 11t952 <br />� <br />- Engineers/Planners/Surveyors <br />� Exp, 12-31-04 <br />OMME DED <br />DATE <br />--- <br />------- -- - - -__-' - 2150 RIVER PLAZA DR., SUITE 100 SACRAMENTO, CA 95833 <br />TELEPHONE: (916) 286-7600 • FA%: (916) 286-7601 <br />9�f <br />f <br />24 <br />20 <br />P <br />12 <br />C <br />RFIODE ISLAND AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFOR N A <br />AS NOTED SHEET NO 4 <br />I:. _SM SH _ C4 <br />,IAM STA. 1+00 TO STA. 6+14.56 OF 30 SHEETS <br />RDM _ _ 277-001 <br />DATE Iio-2v-04 PROJECT N0. <br />