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WALKER LANE <br />0 CR 23 <br />END SLURRY SEAL �i y/ <br />1 n / <br />/ CL INTERSECTION <br />WALKER LANE <br />ARDELLE (WEST) <br />CL INTERSECTION <br />SLRY <br />RW z+Go <br />Z l <br />m Q ®Ns 0 <br />tSLURRY SEAL.r .-,i._.._. .a«.._._.. _.,, .. >.-.. <br />i 23• �[3] <br />72JD <br />0 CR It <br />END SLURRY SEAL 82D2 <br />20, <br />20 0 10 20 40 <br />(FEET) <br />EXIST. <br />GROUND <br />® rn <br />W <br />N <br />3 - <br />GRATE 28.1 RT <br />GRATE 27.3 LT <br />26 <br />I I <br />I I <br />I I <br />I I <br />22 <br />MN <br />14 <br />10 <br />20 <br />FL= 24.00 12" (IN) <br />FL= 21.99 36" IN <br />v�un un m amr. <br />Cell <br />before you <br />Dig. <br />1.800.642.2444 <br />L <br />10- <br />1+00 <br />HOR¢. 1' - 20' <br />VERT. 1'- 2' <br />19Ci�111=0�7@[HI�Ii7N <br />❑ CONSTRUCTION NOTES: <br />8223 <br />8231 <br />(26 (?J <br />J <br />3+00 n <br />+- <br />�ir, <br />-1243 7283 82�E <br />EXIST. EP <br />O O <br />8271 <br />8281 <br />ti <br />V9ry� W <br />CI Q <br />w <br />4+00 _ N..., _ 5+00 Q. i -CONSTRUCTION CL 6+00 <br />rn <br />0 <br />EXIST. EP X/ , <br />R/W� <br />7224 7232 82.42 7372 <br />ip W <br />i, -F <br />I 0 <br />\rye <br />© `,._SEXIST. EP <br />8283 <br />7272 <br />8272 <br />❑1 STA. 0+79.8 (25.6' LT) <br />❑2 STA. 1+63.0 (16' LT) <br />❑3 STA. 1+29.3 (29.4' RT) <br />® STA. 0+84.8 (21.5' RT) <br />❑5 STA. 5+41.0 (17' LT) <br />© <br />STA. 5+07.0 (19' RT) <br />® <br />CONNECT PROPOSED DRAIN PIPE TO EXISTING <br />01 <br />v <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />CONST. 18" STORM DRAIN INLET <br />REMOVE EXIST. D.I. AND CONNECT EXIST. <br />SDMH <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />37 LF 12" RSP- L-�A S= 0.0135 <br />FL 0 DI= 24.5 Axj <br />FL 0 SDMH= 24.0 <br />GRATE= 27.3 <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />44 LF 12" SCP SkdB S= 0.0091 <br />FL 0 DI= 24.2 xoP6 <br />FL 0 SDMH= 238 <br />GRATE= 27.6 L;,.v1c <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />21 LF 12" REP ELS* S= 0.0095 <br />FL 0 DI= 24.0 µ'rPe <br />FL 0 SDMH= 23:II- <br />GRATE= 26.5 s>•• <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />42 LF 12" *W-06-{8 S= 0.0120 <br />FL 0 DI= 24.5 V OPC <br />FL 0 SDMH= 2W Oc <br />GRATE= 28.1 Z�. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />25 LF 12" t 1!f -S= 0.0100 <br />FL 0 DI= 24.3 NoPC <br />FL 0 SDMH= 24,45 <br />GRATE= 27.6 1A}•QY <br />PIPES INTO NEW D.I. <br />CONST. 18" STORM DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />25 LF 12" 44CP EL -4F1 S= 0.0100 <br />FL 0 DI= 24.3 f*e* err. <br />FL 0 SDMH= 2#:fl5 r1,+; .c <br />GRATE= 28.8 <br />© <br />® <br />CLEAN AND FLUSH EXISTING DRAIN INLET <br />AND/OR LATERAL AFTER NEW STORM DRAIN <br />FACILITIES ARE COMPLETE. <br />SLURRY SEAL ROADWAY WITH LATEX <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />GRATE 26.5 RT <br />ARDELLE <br />AVENUE <br />❑ <br />(SOEE PROFILE DFOR CALLOU). <br />®RELOCATE <br />AS SHOWN C-26. <br />TER PIPELINE <br />WATER <br />GRATE 27.6 LT <br />BY OTHERS <br />1 EXIST. GAS MAIN ` <br />-EXIST. GROUND 0 CONSTRUCTION CL f <br />GRATE 27.6 LT <br />EXIST. <br />DATE <br />e11, <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 />DATE <br />I <br />K] 'WRIC <br />1j <br />EAST STOCKTON <br />G.C. WALLACE OF CALIFORNIA, INC. <br />DATE Engineers/Planners/Surveyors <br />"""""" ��� 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />_ TELEPHONE. (916) 286-7600 • FAX: (916) 286-7601 <br />ARDELLE AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />S NOTEDSHEET NO. 15 .o <br />SM/SH cz r <br />JAM/DA STA 0+75 TO STA 6+75 o)f 30 SHEETS <br />RDM `277-001 <br />U -20N PROJECT NO. , <br />01 <br />v <br />Oi <br />v <br />Oi <br />N <br />01 01 <br />N N <br />01 01 <br />N v <br />Ot <br />v <br />01 <br />v <br />m <br />Oi <br />v <br />m <br />0i <br />v <br />GROUND <br />GRATE 26.5 RT <br />� <br />GRATE 27.6 LT <br />EXIST. WATER MAIN <br />(ASSUMED DEPTH OF 36") <br />1 EXIST. GAS MAIN ` <br />-EXIST. GROUND 0 CONSTRUCTION CL f <br />GRATE 27.6 LT <br />CONTRACTOR TO VERIFY DEPTH <br />(ASSUMED DEPTH OF 30') <br />EXIST. GROUND 0 FL. OF SWALE (RT};-/. <br />GRATE 28.8 RT ! <br />PRIOR TO CONSTRUCTION <br />/ CONTRACTOR TO VERIFY DEPTH <br />I I <br />�:. <br />PRIOR TO CONSTRUCTION <br />- <br />'.- t I <br />, <br />} <br />� <br />I I <br />26 <br />Ii <br />II <br />EXIST. GROUND 0 DITCH FL (LT) -SII <br />.. <br />EXIST. GROUND 0 DITCH <br />FL (LT) <br />EXIST. <br />GROUND 0 DITCH FL (RT) <br />i t' <br />EXIST. GROUND 0 FL <br />OF SWALE (RT) <br />�o <br />.395 LF 36" IiEPr CLIA 5=0.0025 <br />FI! G <br />0 <br />FL 24.2 LT <br />FL 24.3 RT iJ <br />'•' 24 <br />36" 1'CLt <br />n <br />yr <br />J� <br />FL 24. RT <br />r <br />22 <br />STA. <br />5+23 <br />Q <br />CONST. <br />S DLE TYPE SDMH <br />PER <br />_ <br />STD <br />DIN)8 <br />< <br />CONNECT INTO (E) 36" STUB <br />: <br />23 •e^f FL <br />,DW2 <br />FL= <br />23.05`36" THRU) <br />Z <br />ziV <br />STA. 1+27.11 <br />T <br />CONST. SADDLE TYPE SDMH PER <br />V18 <br />CO. STD. VWG. D-18 <br />2105 <br />FL= 33x.I12" -(IN) (N,S) <br />-. <br />,.. <br />FL- 22.09 36" (THRU) <br />14 <br />10 <br />DATE <br />e11, <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 />DATE <br />I <br />K] 'WRIC <br />1j <br />EAST STOCKTON <br />G.C. WALLACE OF CALIFORNIA, INC. <br />DATE Engineers/Planners/Surveyors <br />"""""" ��� 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />_ TELEPHONE. (916) 286-7600 • FAX: (916) 286-7601 <br />ARDELLE AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />S NOTEDSHEET NO. 15 .o <br />SM/SH cz r <br />JAM/DA STA 0+75 TO STA 6+75 o)f 30 SHEETS <br />RDM `277-001 <br />U -20N PROJECT NO. , <br />