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20 / 10 20 40 <br />mmmm FAIIIIIIIIIIIIIIIIIII k - <br />EXIST. <br />FLORIDA AVE. <br />GROUND <br />SEE SHEET C23 <br />a <br />r® <br />t <br />20 <br />12 <br />w <br />4 <br />Call <br />before you <br />Dig. <br />1.800.642.2444 <br />Iw>oos an.z .ort M.) <br />HI 1" - 20' <br />VEar. T - 2' <br />PROJECT ENGINEER I DATE <br />CE INTERSECTION <br />ADJUST MH FRAME <br />& COVER TO GRADE <br />SEE SHEET C22 <br />FLORIDA AVE. <br />m <br />S <br />k <br />f� <br />1 <br />L19� <br />o � <br />1 <br />0 <br />0+00 1+00 <br />CAUTI ONI II <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 />AC <br />i C] Q1 <br />r. �k <br />ICI <br />EXIST. EP �R4� FL <br />r. <br />2+00 CONSTRUCTION CE <br />/ y%'` <br />FT <br />` EXIST. EP ` v R/W / `ry059� <br />ADJUST MH FRAME &� <br />COVER TO GRADE <br />SUNSET AVENUE - ALTERNATIVE BID "B" <br />(ADDME BID ITEM) <br />� N N <br />N N N <br />EXIST. WATER MAIN „ EXIST. GROUND ® DITCH FL (RT) v <br />(ASSUMED DEPTH OF 36')EXIST. GROUND ® CONSTRUCTION CE <br />CONTRACTOR TO VERIFY DEPTH I EXIST. GAS MAIN i <br />PRIOR TO CONSTRUCTION I (ASSUMED DEPTH OF 30") j <br />CONTRACTOR TO VERIFY DEPTH <br />PRIOR TO CONSTRUCTION <br />EXIST. CMP <br />FCI <br />CULVERTS (TYR) <br />i <br />EXIST. GROUND ® DITCH FL (LT) <br />202 LF 18"0 RCP CL 111 S= 0.0025 <br />STA: 1+12 <br />PER CO. STD. DWG. CW -S10 <br />INV= 14.52 <br />REMOVE 20 LF <br />8" SEWER <br />PLACE 20 LF <br />8" PVC <br />CONST. SADDLE TYPE SDMH PER <br />CO. STD. DWG D-18 <br />FL= 15.91 18"(N) <br />FL= 14.91 15" ({4�) <br />FL= 14.91 24" (E <br />U7JIi�\9�Ci�P/_\� 7=K�PI�17N77H <br />DATE <br />DATE <br />1� <br />(20.37 FL) <br />rL INTERSECTION <br />CONSTRUCTION NOTES <br />1� STA. 2+99.8 (201T) <br />CONST. 18" STORM DRAIN INLET CATCH <br />BASIN PER CO. STD. DWG CW -D14. <br />20 LF 12" RCP CLIII S= 0.0.17 <br />FL ® DI= 16.75 <br />FL ® SDMH= 16.41 <br />GRATE= 20.1 <br />❑2 CONST. SDMH TYPE -1 (SEE PROFILE FOR <br />CALLOUT). <br />�3 REMOVE EX. MAINTENANCE HOLE. REPLACE W/ <br />SADDLE TYPE SDMH (SEE PROFILE FOR <br />CALLOUT). CONNECT ALL EX. LATERALS INTO <br />NEW MH. <br />® SEE SHEET C25 FOR CONSTRUCTION DETAILS <br />ON TOTTEN AVE. FOR INLETS SHOWN ON <br />THIS SHEET. <br />[5 CONST. STORMWATER TREATMENT UNIT <br />(SEE DETAIL SHEET C28). <br />© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERTS 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 />® RELOCATE WATER PIPELINE <br />BY OTHERS <br />EXIST40 . <br />GROUND <br />20 <br />16 <br />Ft 16.75 - (I-T <br />STA. 3+02.5 <br />CONST. TYPE -1 SDMH PER <br />CO. STD. DWG CW -S7 <br />FL- 16.41 12" IN) <br />FL= 16.41 18" THRU) <br />3+00 <br />DESCRIPTION DATE AGEN. DATE <br />EAST STOCKTON <br />WG.C. WALLACE OF CALIFORNIA, INC. <br />Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (915) 285 -7600 -FAX: (916) 286-7601 <br />12 <br />0 <br />0 <br />SUNSET AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />D. 1 � SAN JOAQUIV COUNTY, CALIFORNIA <br />c9 SCALE: �SDHJAM <br />SHEET NO. 24 <br />No. 031952 a DESIGN:C2(}p 12-31-04DRAWN:STA. 1+00 TO STA. 2+19.83 OF 30 SHEETS <br />C1V10Q2 CHECK: PDM 277-001 <br />AGF CAi ISSUE DAM, Vi, 2:I pG <br />"- = PROJECT NO. <br />FLORIDA AVE. <br />> <br />SEE SHEET C23 <br />a <br />J <br />0 <br />U <br />a <br />0 <br />W <br />M <br />N <br />v <br />0+00 1+00 <br />CAUTI ONI II <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 />AC <br />i C] Q1 <br />r. �k <br />ICI <br />EXIST. EP �R4� FL <br />r. <br />2+00 CONSTRUCTION CE <br />/ y%'` <br />FT <br />` EXIST. EP ` v R/W / `ry059� <br />ADJUST MH FRAME &� <br />COVER TO GRADE <br />SUNSET AVENUE - ALTERNATIVE BID "B" <br />(ADDME BID ITEM) <br />� N N <br />N N N <br />EXIST. WATER MAIN „ EXIST. GROUND ® DITCH FL (RT) v <br />(ASSUMED DEPTH OF 36')EXIST. GROUND ® CONSTRUCTION CE <br />CONTRACTOR TO VERIFY DEPTH I EXIST. GAS MAIN i <br />PRIOR TO CONSTRUCTION I (ASSUMED DEPTH OF 30") j <br />CONTRACTOR TO VERIFY DEPTH <br />PRIOR TO CONSTRUCTION <br />EXIST. CMP <br />FCI <br />CULVERTS (TYR) <br />i <br />EXIST. GROUND ® DITCH FL (LT) <br />202 LF 18"0 RCP CL 111 S= 0.0025 <br />STA: 1+12 <br />PER CO. STD. DWG. CW -S10 <br />INV= 14.52 <br />REMOVE 20 LF <br />8" SEWER <br />PLACE 20 LF <br />8" PVC <br />CONST. SADDLE TYPE SDMH PER <br />CO. STD. DWG D-18 <br />FL= 15.91 18"(N) <br />FL= 14.91 15" ({4�) <br />FL= 14.91 24" (E <br />U7JIi�\9�Ci�P/_\� 7=K�PI�17N77H <br />DATE <br />DATE <br />1� <br />(20.37 FL) <br />rL INTERSECTION <br />CONSTRUCTION NOTES <br />1� STA. 2+99.8 (201T) <br />CONST. 18" STORM DRAIN INLET CATCH <br />BASIN PER CO. STD. DWG CW -D14. <br />20 LF 12" RCP CLIII S= 0.0.17 <br />FL ® DI= 16.75 <br />FL ® SDMH= 16.41 <br />GRATE= 20.1 <br />❑2 CONST. SDMH TYPE -1 (SEE PROFILE FOR <br />CALLOUT). <br />�3 REMOVE EX. MAINTENANCE HOLE. REPLACE W/ <br />SADDLE TYPE SDMH (SEE PROFILE FOR <br />CALLOUT). CONNECT ALL EX. LATERALS INTO <br />NEW MH. <br />® SEE SHEET C25 FOR CONSTRUCTION DETAILS <br />ON TOTTEN AVE. FOR INLETS SHOWN ON <br />THIS SHEET. <br />[5 CONST. STORMWATER TREATMENT UNIT <br />(SEE DETAIL SHEET C28). <br />© CLEAN AND FLUSH EXISTING DRAIN INLET, <br />CULVERTS 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 />® RELOCATE WATER PIPELINE <br />BY OTHERS <br />EXIST40 . <br />GROUND <br />20 <br />16 <br />Ft 16.75 - (I-T <br />STA. 3+02.5 <br />CONST. TYPE -1 SDMH PER <br />CO. STD. DWG CW -S7 <br />FL- 16.41 12" IN) <br />FL= 16.41 18" THRU) <br />3+00 <br />DESCRIPTION DATE AGEN. DATE <br />EAST STOCKTON <br />WG.C. WALLACE OF CALIFORNIA, INC. <br />Engineers/Planners/Surveyors <br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 <br />TELEPHONE: (915) 285 -7600 -FAX: (916) 286-7601 <br />12 <br />0 <br />0 <br />SUNSET AVENUE <br />DEPARTMENT OF PUBLIC WORKS <br />D. 1 � SAN JOAQUIV COUNTY, CALIFORNIA <br />c9 SCALE: �SDHJAM <br />SHEET NO. 24 <br />No. 031952 a DESIGN:C2(}p 12-31-04DRAWN:STA. 1+00 TO STA. 2+19.83 OF 30 SHEETS <br />C1V10Q2 CHECK: PDM 277-001 <br />AGF CAi ISSUE DAM, Vi, 2:I pG <br />"- = PROJECT NO. <br />