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COOUDGE AVE. 0 CR <br />END SLURRY SEAL <br />' <br />f - STA. 12+78.20 HORNER AVE. <br />4• <br />0 COOLIDGE AVE. <br />-115 CL INTERSECTION -111 <br />1 <br />f b' <br />a ry <br />s <br />I , p .gy <br />Q' Q <br />1 <br />W <br />N <br />ti <br />w <br />w <br />� N <br />w <br />w <br />FN <br />W <br />707 C00LIOBE <br />EXIST. EP <br />13+ 0 CONSTRUCTION CL <br />14+00 - <br />937 CAABOL L <br />Q Q (2t-_51 <br />R/W <br />�\ <br />1 I <br />STA. 15+61.63 HORNER AVE. <br />0 CARROLL AVE. <br />CE INTERSECTION <br />J38 G.')F1F1D11 <br />I CR <br />NO SLURRY SEAL R/W 9�y, <br />15+00 16+00 <br />I _ <br />10 <br />EXIST. EP .. <br />I G <br />9 L'J �J �R/W vti� <br />ti ��., G X05 <br />24' <br />F� <br />"`tib 23<� �. <br />(y 703 C00L10NE 70-1C.'1FIFk]LL j> <br />0 CR <br />END SLURRY SEAL <br />COOUDGE AVE. CARROLL AVE. <br />CONSTRUCTION NOTES: <br />26 <br />22 <br />M3 <br />14 <br />WFI <br />I <br />N <br />i� <br />r <br />EXIST. EP <br />'1B�J <br />I <br />L'� <br />17+00 ro <br />! rybti <br />R/W / J <br />EXIST. EP' <br />70=1 C.'1FIFIJLL =3��J3 <br />EXIST. GROUND 0 CONSTRUCTION CL <br />GRATE 27.2 LT <br />EXIST. GROUND 0 DITCH FL (RT) <br />GRATE 26.4 RT <br />EXIST. GROUND 0 DITCH FL (LT) _ <br />\ I <br />q =GRATE 26.4 RT <br />_. ..___.. ATE' 5.9 LT <br />I <br />V <br />I41)Pf <br />258 LF - 30"0 RGP GET 5=0.0025 <br />STA. 12+54.6 (21.6' LT) <br />0 <br />STA. 12+99.2 (19.0' RT) <br />STA. 13+01.20 (5' RT) <br />0 <br />STA. 15+44.6 (24.3' LT) <br />D-18 <br />[Z] STA. 15+44.0 (20' RT) <br />M26 12" <br />STA. 15+90.0 (35.7' LT) <br />FL- <br />© <br />CLEAN AND FLUSH EXISTING DRAIN INLET <br />5' RT <br />CONST. SADDLE <br />CONST. 18" STORM DRAIN INLET <br />CO. STD. DWG. <br />CONST. 18" STORM DRAIN INLET <br />FL= Z 12" <br />IN).. <br />CONST. 18" STORM DRAIN INLET <br />REMOVE EXISTING DRAIN INLET AND CONNECT <br />FL= 20:45 18" <br />CONST. 18" STORM DRAIN INLET <br />FL= 20:45 30 <br />(IN) <br />AND/OR LATERAL AFTER NEW STORM DRAIN <br />(OUT) <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />EXISTING PIPES TO NEW DRAIN INLET <br />CATCH BASIN PER CO. STD. DWG <br />CW -D14. <br />FACILITIES ARE COMPLETE. <br />34 LF 12" RCP CL -9 S-00100 <br />IS <br />Cl -JA 5=0.0208 <br />t3 LF 12" RCP C <br />!v! <br />lU S <br />32 LF 12" RCP CL - S=0.0106 <br />CONST. 18" STORM DRAIN INLET <br />a� <br />3D LF 12" RCP CL -W S=,0.0100 <br />FL 0 D12 22.34 We <br />2 <br />FL 0 D1 22.27 p1 j7 PC- <br />FL 0 D1 22.6 /k14 <br />2 <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />FL 0 DI= 22.65 toyf'- <br />® <br />SLURRY SEAL ROADWAY WITH LATEX <br />FL 0 SDMH= 22.0 <br />FL 0 SDMH= 22.0 <br />FL 0 SDMH= <br />f(� .3D LF 12" RCP Ct='pt S-�,Q.0113 <br />F1.0 SDMH= 2236 <br />MODIFIED TYPE II SLURRY SEAL PER DETAIL <br />GRATE= 26.0 �,.if <br />GRATE= 26.4 h'•'�I <br />HORNER AVENUE <br />GRATE= 27.2 �,.,� <br />FL 0 DI= 22.6 IfAp Yu <br />FL 0 SDMH= 2226 <br />GRATE= 26.4 <br />AS SHOWN ON C-26. <br />GRATE= 26.4 ?^! •(4 <br />❑2 <br />STA. 13+01.3 (20.5' LT) <br />® <br />STA. 12+53.9 (19.4' RT) <br />© <br />STA. 15+84.9 (16.8' RT) <br />® STA. 17+15.00 (23.0' LT) <br />10 <br />CONSTRUCT SDMH SADDLE TYPE <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 />(SEE PROFILE FOR CALLOUT). <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />CATCH BASIN PER CO. STD. DWG CW -D14. <br />25 LF 12" SCP CL --t S=0.0140 <br />PY <br />27 LF 12" RCP CL -Z S=0.0100 <br />yS <br />29 LF 12" SCP Ct -W S=0.0117 <br />¢�. 2E LF 12" RCP CL --W S-0.9100 <br />11 <br />CONSTRUCT SDMH TYPE I <br />FL 0 DI= 22.35 1VP0 <br />FL 0 D1= 22.27 1,}flpG <br />FL 0 DI= 22.6 Ei71pE' <br />FL 0 DI= 22.83 L},9�t^ <br />(SEE PROFILE FOR CALLOUT). <br />FL 0 SDMH= 32:0 <br />FL 0 SDMH= ?3,8 <br />FL 0 SDMH= 2�6 <br />FL 0 SDMH= 994AGRATE= <br />25.9•dY. <br />GRATE= 25.9 K'• <br />GRATE= 26.4 >t. !� <br />GRATE= 26.6 ,y!.vi <br />EXIST. <br />_ <br />GROUND <br />N <br />O <br />N <br />M <br />rJ <br />M <br />40 <br />co <br />N <br />c6 <br />N <br />aN0 <br />o] <br />EXIST. GROUND 0 CONSTRUCTION CL <br />GRATE 27.2 LT <br />EXIST. GROUND 0 DITCH FL (RT) <br />GRATE 26.4 RT <br />EXIST. GROUND 0 DITCH FL (LT) _ <br />\ I <br />q =GRATE 26.4 RT <br />_. ..___.. ATE' 5.9 LT <br />I <br />V <br />I41)Pf <br />258 LF - 30"0 RGP GET 5=0.0025 <br />SEXIST. GROUND 0 CONSTRUCTION TL EXIST. WATER MAIN EXIST. GAS MAIN <br />/(ASSUMED DEPTH OF 36") (ASSUMED DEPTH OF 30") <br />CONTRACTOR TO VERIFY DEPTH CONTRACTOR TO VERIFY DEPTH <br />GRATE 26.4 RT �' PRIOR TO CONSTRUCTION i PRIOR TO CONSTRUCTION <br />i <br />ter`' <br />u� <br />157 LF 30"0 46P tt�* 3=0.0025 <br />FL 22.65 (LT) <br />STA. <br />:nLLL� <br />CONST. SADDLE <br />STA. 13+01.20 (5' RT) <br />CO <br />CONST. TYPE I SDMH PER <br />D-18 <br />CO. STD. DWG. CW -S7 <br />M26 12" <br />FL= 22.00 12"(IN) <br />FL- <br />FL= 20.51 30 THRU) <br />STA. 12+76.20 <br />5' RT <br />CONST. SADDLE <br />TYPE SDMH PER <br />CO. STD. DWG. <br />D-18 <br />FL= Z 12" <br />IN).. <br />FL- 20:45 15" <br />5 LF 0 O.UW 1� wt4L i <br />FL= 20:45 18" <br />S3 5 LF 0 0.0¢$') ' <br />FL= 20:45 30 <br />(IN) <br />FL= 20.45 36" <br />(OUT) <br />SEXIST. GROUND 0 CONSTRUCTION TL EXIST. WATER MAIN EXIST. GAS MAIN <br />/(ASSUMED DEPTH OF 36") (ASSUMED DEPTH OF 30") <br />CONTRACTOR TO VERIFY DEPTH CONTRACTOR TO VERIFY DEPTH <br />GRATE 26.4 RT �' PRIOR TO CONSTRUCTION i PRIOR TO CONSTRUCTION <br />i <br />ter`' <br />u� <br />157 LF 30"0 46P tt�* 3=0.0025 <br />FL 22.65 (LT) <br />STA. <br />15+57.63 <br />(5' RT) <br />CONST. SADDLE <br />TYPE SDMH PER <br />CO <br />STD. DWG. <br />D-18 <br />,3°.N,. FL <br />M26 12" <br />(IN) <br />FL- <br />21.16 15"N) <br />S tF O .0020 bp� <br />FL=. <br />21.16 18" . <br />(S) 1-t F n1OFF2A ,u•�{it 0�,/� <br />FL= <br />21.16 30" <br />THRU) <br />10 <br />a 13+00 14+00 <br />Call CAUTION!! <br />before you HORIZ. 1''20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, <br />VERT 1' -2' UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND <br />Dig. LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER <br />1.800.842.2444 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 />PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE - APPROVAL RECOMMENDED DATE <br />15+00 <br />REV DATE <br />DESCRIPTION <br />1- �'T'• � it <br />I • §Ax <br />GRATE 26.6 LT <br />' EXIST. GROUND 0 DITCH FL (RT) --., <br />EXIST. GROUND 0 DITCH FL (LT) <br />i <br />,i <br />EAST STOCKTON <br />STORM DRAINAGE IMPROVEMENTS <br />AGEN DATE GCW <br />G.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 />pr!�U" <br />128 LF 30"0 IIIGP n •'" S=0.0025 Q <br />Q <br />W <br />�TT <br />26 I <br />22 <br />U <br />14 <br />10 <br />HORNER AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />AS NOTED SHEET NO. 13 <br />_ SM SH - Co <br />JAMDA STA 12+25 TO STA 18+00of 30 SHEETS <br />RDM 277 001 <br />DA,E:��_� u;. 04 PROJECT N0. <br />FL 22.83FL 22.83 (LT) J <br />STA. <br />17+15.00 <br />(5' RT) <br />CONST. <br />TYPE I <br />SDMH PER <br />CO. <br />STD. DWG. <br />CW -S7 <br />FL= <br />22.55 12" <br />(IN) <br />FL= <br />21.55 30" <br />(THRU) <br />EAST STOCKTON <br />STORM DRAINAGE IMPROVEMENTS <br />AGEN DATE GCW <br />G.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 />pr!�U" <br />128 LF 30"0 IIIGP n •'" S=0.0025 Q <br />Q <br />W <br />�TT <br />26 I <br />22 <br />U <br />14 <br />10 <br />HORNER AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />AS NOTED SHEET NO. 13 <br />_ SM SH - Co <br />JAMDA STA 12+25 TO STA 18+00of 30 SHEETS <br />RDM 277 001 <br />DA,E:��_� u;. 04 PROJECT N0. <br />