HomeMy WebLinkAboutItem 14 - Council Reading File -91421 Sewer Lining Project 2016 PlansINDEX TO PLANSSheet No.DescriptionMAY 201815APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEET1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERTU.S.A." TOLL FREE AT 1-800-227-2600 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION, FORLOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITEESHALL ALSO CONTACT THE APPROPRIATE AGENCY FORTHE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGEOR UNDERGROUND FACILITIES.2. THE CONTRACTOR MUST POSSESS A CLASS "A" OR C-34LICENSE AT THE TIME BIDS OPEN AND DURING THE ENTIRELENGTH OF THE CONTRACT.3. THE CONTRACTOR MUST REPLACE ALL TRAFFIC STRIPES,PAVEMENT MARKINGS OR PAVEMENT MARKERS DAMAGEDOR DISTURBED DURING CONSTRUCTION.4. ALL PIPE LENGTHS IN THIS SET OF PLANS AREAPPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FORVERIFYING ALL PIPE LENGTHS AND DIAMETERS.5. THE CONTRACTOR MUST VERIFY ALL LATERAL LOCATIONS.6. REMOVE AND REPLACE ALL BREAK-IN SEWER LATERALWYES.7. ALL WORK REQUIRING TRENCHING MUST BE COMPLETEDPRIOR TO INSTALLATION OF LINER PER CITY STD. 6020AND 6030.8. RESTORATION OF PAVEMENT FOR COLLECTOR STREETSPER CITY STD. APPENDIX D IS 10" AC THICKNESS. BROAD,CHORRO, AND MILL STREETS AREA COLLECTOR STREETS.9. CHORRO STREET AND MILL STREET ARE CONCRETESTREETS WITH AC OVERLAY RESTORATION PER 6020/6025.914211 COVER SHEET2 BENTON WAY3 CHORRO STREETRACHEL-SWAZEY STREET4 ADDITIVE ALTERNATE AMISSION LANE5 ADDITIVE ALTERNATE BMILL STREETSEWER LINING PROJECT2016GENERAL NOTESNo. C 63611MH#ELEVSIZEELEV INSIZEELEVSIZEEXISTINGNEWDEAD OR UNUSED SEWER LATERAL, VERIFYCONDITION. DO NOT RECONNECT IF DEAD,UNUSED, OR CAPPED.IN SERVICE SEWER LATERAL. RECONNECT TOLINERVITRIFIED CLAYPOLYVYNIL CHLORIDEBREAK-IN SEWER LATERAL WYE. CONTRACTORMUST REMOVE AND REPLACE EXISTINGBREAK-IN WYES PRIOR TO CIPP INSTALLATIONPER CITY STD. 6020/6030.PROPERTY WALLS/GATEEASEMENTFRACTUREOUT IN(N)(E)SEWER MANHOLE FLOW DIAGRAMSCHEMATIC. TROUGH VARIES WITHPIPE LAYOUT. ARROWS INDICATEFLOW DIRECTION.VCPVCLEGENDPROJECT LOCATIONSBASE BIDADDITIVE ALTERNATE BADDITIVE ALTERNATE ABREAK-IND/UISFRACTURE
CHORRO ST.PACIFICPISMO(E) 322.1' - 6" VC SEWER INSTALL (N) LINERSSMH K10-02RIM ELEV = 200.2INV ELEV = 194.5CLEANOUT K10-11RIM ELEV = 201.9INV ELEV = 197.28558378608367851260A,B1235A1301131713251329134113431347,A1349134514011421783#1-41306131813261334133613708181404858A CB8291440788#100ISISISISBREAK-INISD/UISISISISD/UD/UVCPPVCPVCVCPISVCPPVCINV. IN ELEV. 194.5INV. OUT ELEV. 194.5SSMH K10-02CHORRO STREETPAVEMENT IS ACOVER PCC, TYP.POINT REPAIR PAVEMENTRESTORATION PER STD.DETAIL 6025RACHELSWAZEY(E) 176' - 6" VC SEWER INSTALL (N) LINERJENNIFER STSSMH L11-07RIM ELEV = 281.0'INV ELEV = 275.7'SSMH L11-06RIM ELEV = 266.07INV ELEV = 261.07N22.0'2047204820462040203420172005200620472045203320272021201320152001AB20352000200820102014202220302040205220062033B20412043ISISISPVCVCPVCPPVCPVCVCPVCPPVCPVCVCPVCPPVCINV. IN ELEV. 261.07INV. IN ELEV. 261.07INV. OUT ELEV. 261.07INV. IN ELEV. 275.7INV. IN ELEV. 275.7INV. OUT ELEV. 275.7SSMH L11-06SSMH L11-07PROJECT TITLE:SHEET TITLE:CHORRO STREET/SWAZEY- RACHEL STREET - BASE BIDCITY SPECIFICATION NO.DATE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:VERKHMGMH35914211" = 30'MAY 2018No. C 636110SCALE IN FEET30 600SCALE IN FEET30 60
BROADMISSION
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BROAD(E) 303' - 6" VC SEWER INSTALL (N)LINER(E) 212.
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R(E) 405' - 6" VC SEWER INSTALL (N) LINER(E) 381.1' - 6" VC SEWER INSTALL (N) LINERMISSION LANESSMH I07-34RIM ELEV = 265.0INV ELEV = 262.3INV ELEV = 255.8CLEANOUT J07-67RIM ELEV = 235.6INV ELEV = 233.1SSMH J07-80RIM ELEV = 234.5INV ELEV = 231.1SSMH J07-92RIM ELEV = 235.4INV ELEV = 229.2CLEANOUT I07-35RIM ELEV = 273.3INV ELEV = 268.5N50.0'2036086166241851811159161191207704708716728734180172239711222224228230232723735247251740261263249223219211629205228160164235217174228 AD/UD/UD/UISISISISBREAK-INISBREAK-INISISISIS
D/U
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ISBREAK-ININV. OUT ELEV. 231.1INV. IN ELEV. 231.1INV. IN ELEV. 231.1INV. IN ELEV. 229.2INV. OUT ELEV. 255.8INV. IN ELEV. 262.3INV. OUT ELEV. 229.2SSMH J07-80SSMH I07-34SSMH J07-92REMOVE AND REPLACE30FT OF (E) PIPE WITHHDPE SDR 17 6" PIPE PERSTD SPECIFICATION 77-3REMOVE AND REPLACE5FT OF (E) PIPE WITHHDPE SDR 17 6" PIPE PERSTD SPECIFICATION 77-3PROJECT TITLE:SHEET TITLE:ADDITIVE ALTERNATE A - MISSION LANECITY SPECIFICATION NO.DATE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:VERKHMGMH45914211" = 30'MAY 2018No. C 636110SCALE IN FEET30 60
MILLMORROOSOSSSMH K09-01RIM ELEV = 246.96INV ELEV = 239.46SSMH K08-42RIM ELEV = 251.32INV ELEV = 244.77RIMINVMATCH LINEMATCH LINE1-23-4896
890
880
878
870 870952
872865891785 864 A-D38601023103710411045105110641060103410261022
1000
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ISISISISISISISISISISISISISBREAK-IND/UD/UD/UD/UISBREAK-INISISISISISISD/UD/UD/UD/UD/UD/UD/UISISBREAK-INISBREAK-INFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREFRACTUREVCPPVCFRACTUREFRACTUREFRACTUREPOINT REPAIR 5' VC SEWER PIPEINV. IN ELEV. 244.77INV. OUT ELEV. 244.77SSMH K08-42INV. IN ELEV. 239.46INV. OUT ELEV. 239.46SSMH K09-014.1'MILL STREET PAVEMENT ISAC OVER PCC, TYP.(E) 344.5' - 6" VC SEWER INSTALL (N) LINER(E) 502' - 6" VC SEWER INSTALL (N) LINERSANTA ROSATOROMILLSSMH K08-34RIM ELEV = 260.24INV ELEV = 251.24NSSMH K08-27RIM ELEV = 260.24INV ELEV = 253.44(E) 520' - 6" VC SEWER INSTALL (N) LINERMATCH LINEMATCH LINE1217
7841120
1126
1134
1144
1154
1162
1168
1152 8558651123
120212141220778
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1051 8578658711064
1060779783 1151
1165 858862863780 1/21220 1/2
ISISISISISISISISISISD/UD/UD/UD/UD/UD/UD/UISBREAK-INISBREAK-INISBREAK-INISISISISISD/UD/UD/UD/UD/UD/UD/UD/UISBREAK-INISBREAK-INISBREAK-INFRACTUREFRACTUREFRACTUREFRACTURECRACKCRACKFRACTUREVCPPVCINV. OUT ELEV. 253.44INV. IN ELEV. 253.44INV. IN ELEV. 253.44SSMH K08-27INV. IN ELEV. 251.24INV. OUT ELEV. 251.24INV. IN ELEV. 251.24SSMH K08-34POINT REPAIR PAVEMENTRESTORATION PER STD.DETAIL 6025MILL STREET PAVEMENTIS AC OVER PCC, TYP.POINT REPAIR 35'VC SEWER PIPERESTORE TRAFFIC STRIPEPROJECT TITLE:SHEET TITLE:ADDITIVE ALTERNATE B - MILL STREETCITY SPECIFICATION NO.DATE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:VERKHMGMH55914211" = 30'MAY 2018No. C 636110SCALE IN FEET30 600SCALE IN FEET30 60