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PL INTERSECTION <br />CHARLES AVENUE <br />ADJUST MH FRAME , <br />776 1'700 <br />& COVER TO GRADE LL A1J .'1JJiIB_,jj. <br />� <br />\ , 1730 1712 172 G <br />`x 0 CR <br />, END AC OVERLAY '� <br />, <br />BEGIN 25' AC TRANSITION RAW <br />\ Fel <br />5 <br />Z p <br />T <br />" <br />+I0 ✓ �� 2+00 _ CONSTRUCTION (L . 3+,00 ... <br />® R <br />\ \ ADJUST MH FRAME _ <br />z V -' & COVER TO GRADE ' <br />v�A y�v <br />0 CR <br />z <br />} a BEGIN 25' AC TRANSITION <br />J � 1100 L �1J 1730 <br />wU <br />a <br />oN CHARLES AVENUE <br />Jaz <br />U0 C7 <br />® W m <br />1 24 <br />20 <br />ml- <br />q <br />l - <br />12 <br />FL= 18.65 15" (IN) <br />Call <br />before you <br />Dog. <br />1.800.842.2444 <br />HORIZ. 1" - 20' <br />VEFIT. r - 2' <br />\ RAW MAILBOX, TYR. <br />1711 <br />1728 <br />GILCHRIST AVENUE <br />1113 77JJ <br />EXIST. EP r2�Eq, <br />I \ <br />m! O <br />l3rt <br />EXIST. EP <br />LEM STREET <br />CL INTERSECTION <br />R \ 0 CR <br />END AC OVERLAY <br />BEGIN 25' AC TRANSITION <br />z <br />Z <br />,A z <br />0 <br />Z Vv <br />0 <br />F <br />n <br />\ z <br />i ai\ <br />J~ <br />flu01JJA00J 1711 1701 <br />iY 0 71=17 <br />W a <br />0 0 <br />CN <br />Nn <br />U <br />a Z <br />LEWIS STREET <br />01 Zj <br />�i <br />U p <br />V W m <br />OR m <br />rk <br />® RELOCATE WATER PIPELINE <br />BY OTHERS <br />EXIST. GROUND 0 FL OF <br />® RELOCATE GAS PIPELINE <br />BY OTHERS <br />CONSTRUCTION NOTES, <br />❑1 STA. 4+99 (171T) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />14 LF 12" RGIR GERM S= 0.0200 <br />FL 0 DI= 19.92 CARPE. <br />FL 0 SDMH= 19.64 <br />GRATE= 23.3 <br />❑2 STA. 5+35 (17'1-T) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />33 LF 12" ReP-fLRf S= 0.0060 <br />FL 0 DI 10.12 gf W, <br />FL 0 DI 1 19.92 <br />GRATE= 22.8 <br />❑3 STA. 5+30 (19'RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />29 LF 12" RBF-tEBA S= 0.0069 <br />FL 0 DI- 0.02 pfW <br />FL 0 DI 4j-- 19.92 <br />GRATE= 22.8 <br />® STA. 4+99 (17'RT) <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />16 LF 12" RGP COIR S= 0.0175 <br />FL 0 D1= 19.92 orvt. <br />FL 0 SDMH= 19.64 <br />GRATE= 23.3 <br />❑5 CONST. SDMH TYPE -1. (SEE PROFILE FOR <br />CALLOUT) <br />© CONNECT PROPOSED 15" DRAIN PIPE TO <br />EXISTING SDMH. <br />[7 CONST. STORMWATER TREATMENT UNIT <br />(SEE DETAIL SHEET C28) <br />© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERT AND/OR LATERAL AFTER NEW <br />STORM DRAIN FACILITIES ARE COMPLETE. <br />AC INSTALL 0.21' AC OVERLAY (TYPE B) PER <br />DETAIL AS SHOWN ON C-2. <br />PROJECT ENGINEER I DATE <br />56 LF 15"0 SW <br />S=0.0025 <br />"AP& <br />1+00 <br />STA,. 1+40 <br />CONST. STORMWATER TREATMENT UNIT <br />PER DETAIL SHEET C28 <br />FL= 18.75 (THRU) <br />2+00 <br />1+00 2+00 <br />CAUTIONI I <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 />STA. 4+96.00 <br />.CONST. TYPE -.1 SDMH PER <br />CO. STD. DWG. CW -S7 <br />FL- 19.64 12"I14) <br />FL= 19.64 15" THRU) <br />CONST. TYPE -1 SDMH PE <br />CO. .STD. DWG. CW -S7 <br />FL= 19.69 15" (IN) (E,W) <br />FL= 19.69 15" (THRU) <br />3+00 4+00 5+00 <br />3+00 4+00 <br />REV DATE DESCRIPTION _ <br />DATE APPROVAL ECOM ENDED DATE <br />'Awel - - <br />GCW <br />vlv <br />-�F 15" RCP fft=7111 <br />�fiim <br />mz-v NE.VE. <br />18 LF 15" IMF' CLASTA <br />0 0.0025 <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 />No. C31952 <br />:P. 12-31-04 <br />16 1 <br />12 1 <br />F <br />GILCHRIST AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />z <br />AS NOTED_ SHEET NO. 5 'R <br />SM1SH CJ <br />JM Dn _ STA 1100 TO STA 5+1897 Of 30 SHEETS <br />REM _ 277-001 E <br />DATLIG a4 PROJECT N0. <br />U� <br />EXIST. <br />GROUND <br />n ri <br />ri ri r•i <br />ri <br />ri <br />ri <br />riIF <br />xn <br />rk <br />EXIST. GROUND 0 FL OF <br />SWALE (RT) <br />EXIST. GROUND 0 CONSTRUCTION CL <br />GRATE 23.3 LT <br />24 <br />CONNECT TO EXIST, SDMH <br />- <br />�� <br />GRATE 23.3 (RT) <br />GRATE 22.8 RT <br />} <br />GRATE 22.8 LT <br />EXIST. WATER MAIN <br />SSUMED DEPTH OF <br />EXIST. GAS MAIN <br />EXIST. GROUND <br />0 FL OF SWALELT <br />( ) <br />CONTRACTOR TO VERIFY DEPTH <br />(ASSUMED .DEPTH 30") <br />PRIOR TO CONSTRUCTION r <br />CONTRACTOR TO VEERR IFY DEPTH <br />j <br />PRIOR TO CONSTRUCTION <br />i <br />j <br />20 <br />aII <br />356 LF 15"0 mn��" S=0.0025 <br />FL 19.92 LT <br />FL 20.02 LT <br />PROJECT ENGINEER I DATE <br />56 LF 15"0 SW <br />S=0.0025 <br />"AP& <br />1+00 <br />STA,. 1+40 <br />CONST. STORMWATER TREATMENT UNIT <br />PER DETAIL SHEET C28 <br />FL= 18.75 (THRU) <br />2+00 <br />1+00 2+00 <br />CAUTIONI I <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 />STA. 4+96.00 <br />.CONST. TYPE -.1 SDMH PER <br />CO. STD. DWG. CW -S7 <br />FL- 19.64 12"I14) <br />FL= 19.64 15" THRU) <br />CONST. TYPE -1 SDMH PE <br />CO. .STD. DWG. CW -S7 <br />FL= 19.69 15" (IN) (E,W) <br />FL= 19.69 15" (THRU) <br />3+00 4+00 5+00 <br />3+00 4+00 <br />REV DATE DESCRIPTION _ <br />DATE APPROVAL ECOM ENDED DATE <br />'Awel - - <br />GCW <br />vlv <br />-�F 15" RCP fft=7111 <br />�fiim <br />mz-v NE.VE. <br />18 LF 15" IMF' CLASTA <br />0 0.0025 <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 />No. C31952 <br />:P. 12-31-04 <br />16 1 <br />12 1 <br />F <br />GILCHRIST AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />z <br />AS NOTED_ SHEET NO. 5 'R <br />SM1SH CJ <br />JM Dn _ STA 1100 TO STA 5+1897 Of 30 SHEETS <br />REM _ 277-001 E <br />DATLIG a4 PROJECT N0. <br />