HomeMy WebLinkAboutPFM00469SCALE IN FEET015003000PARK STREETSEWERLINEPROJECT90966MARCH 2011110APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEET 1 2 3 4 5 6S1.0S1.1S2.0S3.0TITLE SHEETABBREVIATIONS AND LEGENDSURVEYDEMOLITION PLANSEWER PLAN AND PROFILEDETAILSGENERAL STRUCTURAL NOTESGENERAL STRUCTURAL NOTESBRIDGE ABUTMENT PLAN AND PROFILESTRUCTURAL DETAILSENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNINGCONSULTANT NAME:PROJECT SITEGENERAL NOTES1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT"UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT 1-800-227-2600OR 811 A MINIMUM OF TWO WORKING DAYS PRIOR TO START OFCONSTRUCTION, FOR LOCATION OF UNDERGROUND FACILITIES.2. THE CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE AT THE TIMEOF BID OPENING AND MAINTAIN SUCH THROUGHOUT THE COURSE OFTHE CONTRACT.3. CONTRACTOR SHALL DETERMINE ALL UTILITY CONFLICTS AND SHALLPOTHOLE AND LOCATE PRIOR TO CONSTRUCTION. UTILITY LOCATION,DEPTH, SIZE AND MATERIAL SHALL BE VERIFIED BY THE ENGINEER.SURVEY NOTES1. HORIZONTAL CONTROL FOR POINTS 8006 & 8008 AS PUBLISHED IN THECITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.2. VERTICAL CONTROL BENCHMARK NO.(S) 251 AS PUBLISHED IN THE CITYOF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'S BENCHMARKSYSTEM IS BASED ON THE NORTH AMERICA VERTICAL DATUM OF 1988(NAVD88).3. ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON AREU.S. SURVEY FEET AND GROUND DISTANCES, UNLESS OTHERWISENOTED.4. THE CONTOUR INTERVAL IS ONE FOOT.ESFSIOORNPA LD EE NR GE TI NSIEGEERR CLIIVS TAIANTER O OFIFL CANo. C 53418exp. 6/30/11A R LYANBCR AH B3-4-2011ESFSIOORNPA LD EE NR GE TI NSIEGEERR CLIIVSTAIANTER O OFIFL CANo. C 53418exp. 6/30/11A R LYANBCR AH B4.8.11
REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#PARK STREET SEWERLINE PROJECT
ABBREVIATIONS AND LEGENDRAA / SGTRAACACBLMARCH 201190966DESIGN ENGINEERR//////ABBREVIATIONSAC ASPHALTIC CONCRETEACP ASBESTOS CEMENT PIPEAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONARV AIR RELEASE VALVEA&V AIR AND VACUUM (COMBINATION) VALVEAVG AVERAGEBC BEGIN CURVEBF BLIND FLANGEBFV BUTTERFLY VALVEBLDG BUILDINGBM BENCH MARKBO BLOW OFFBV BALL VALVECCURBCATV CABLE TELEVISIONCI CAST IRONCL CENTERLINECL CLASSCMP CORRUGATED METAL PIPECO CLEANOUTCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCP CATHODIC PROTECTIONCPLG COUPLINGCY CUBIC YARDDET DETAILDIA DIAMETERDIM DIMENSIOND/W DRIVEWAYEA EACHEC END CURVEELE ELEVATIONEP EDGE OF PAVEMENTEX EXISTINGEG EXISTING GROUNDFCA FLANGE COUPLING ADAPTORFDC FIRE DEPARTMENT CONNECTIONFF FINISH FLOORFG FINISH GRADEFH FIRE HYDRANTFL FLOW LINEFLG FLANGEFS FINISH SURFACEFT FEETGGASGA GAGEGAL GALLONGALV GALVANIZEDGB GRADE BREAKGPD GALLONS PER DAYGPM GALLONS PER MINUTEGV GATE VALVEHC HANDICAPHDPE HIGH DENSITY POLYETHYLENEHGL HYDRAULIC GRADE LINEID INSIDE DIAMETERIN INCHESINV INVERTJP JOINT POLEJT JOINT UTILITY TRENCHLLENGTHLAT LATERALLF LINEAR FEETLP LIGHT POLELT LEFTM METERMAX MAXIMUMMIN MINIMUMMISC MISCELLANEOUSMH MANHOLEN/A NOT APPLICABLENGVD NATIONAL GEODETIC VERTICAL DATUMNIC NOT IN CONTRACTNTS NOT TO SCALEOD OUTSIDE DIAMETERPCC PORTLAND CEMENT CONCRETEPH POTHOLE (UTILITY WAS POTHOLED)PIV POST INDICATOR VALVEPOC POINT OF CONNECTIONPRV PRESSURE REGULATING VALVEPSF POUND PER SQURE FOOTPSI POUND PER SQUARE INCHPVC POLYVINYL CHLORIDERRADIUSRC REINFORCED CONCRETERCP REINFORCED CONCRETE PIPEREQD REQUIREDRT RIGHTR/W RIGHT OF WAYRET WALL RETAINING WALLSS SANITARY SEWERSCH SCHEDULESD STORM DRAINSHT SHEETSPEC SPECIFICATIONSSSFM SANITARY SEWER FORCE MAINSTA STATIONSTD STANDARDSTL STEELSW SIDEWALKTTELEPHONETB THRUST BLOCKTB TOP OF BANKTC TOP OF CURBTF TOP OF FOOTINGTG TOP OF GRATETOC TOP OF CONCRETETOPB TOP OF PIPE BRIDGETP TOP OF PAVEMENTTYP TYPICALTW TOP WALLUTL COMMON TRENCH UTILITIESVAR VARIESVC VERTICAL CURVEVIC VICTAULIC COUPLINGVERT VERTICALW WATERWF WIDE FLANGEWL WATER LINEWM WATER METERWS WATER SERVICEWV WATER VALVEWWM WELDED WIRE MESHWW WET WELL*NOTE: THIS IS A STANDARD SET OFABBREVIATIONS. NOT ALL ABBREVIATIONSSHOWN WILL APPLY TO THIS WORK.COCO%2.00%(2.00)>EXISTINGPROPOSED DESCRIPTIONSPOT ELEVATIONSSEWER MANHOLEEXISTING SEWER MANHOLE TO BEREMOVED AND REPLACEDSEWER CLEANOUTSERVICE LATERAL(W=WATER, G=GAS, U=UTILITIES)SERVICE METER (W=WATER)DOUBLE SERVICE METER (W=WATER)SEWER LATERALFIRE HYDRANTSTORM DRAIN MANHOLESTORM DRAIN CATCH BASINGATE VALVECAPSURVEY MONUMENTBENCH MARKSLOPE PERCENTAGEREMOVE UTILITYEDGE OF PAVEMENTREDUCER / INCREASERWATER LINESEWER FORCE MAINGRAVITY SEWER LINESTORM DRAINUNDERGROUNDGAS LINEUNDERGROUND UTILITYLINE LOCATIONUNDERGROUNDELECTRICAL LINEUNDERGROUNDCABLE TELEVISION LINEUNDERGROUNDTELEPHONE LINERIGHT OF WAYEASEMENTCENTERLINEBARBED WIRE FENCECHAIN LINK FENCERETAINING WALLFLOWLINEWLSSFMSSSDGASUTLELECTVTELX (CL)X (BW)WLSSFMSSSDGASUTLELECTVTEL110111011101Scale: 1:1DETAIL TITLEADETAIL LETTER, DETAIL TITLE,AND DETAIL SCALESECTION NUMBER,SHEET NUMBER WHERE SECTIONIS LOCATEDELEVATION NUMBER,SHEET NUMBER WHEREELEVATION IS LOCATED1AADETAIL LETTERDETAIL LETTER,SHEET NUMBER WHEREDETAIL IS LOCATEDDESCRIPTIONLEGEND-SYMBOLSLEGENDSS
MARCH 201190966
ELEVATIONSTATION260265270275 2802852902602652702752802852900+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+754+00STA: 1+13.38OFFSET: 4.26 RTP ELEV: 282.42STA: 1+62.16OFFSET: 4.99 RTP ELEV: 279.98
EX. 2" GASABANDONED 4" WATERLINEEX. 8" WATERLINEINV: 285.33CAP EX. 4" WLSTA: 0+27.86OFFSET: 2.75 LSTA: 0+69.76OFFSET: 0.51 RSTA: 0+30.77OFFSET: 2.98 RSTA: 1+04.53OFFSET: 4.13 R
STA: 3+74.87
POINT OF
CONNECTION EX. 4" PVC WLPL PL PL
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4+06 WLWLSSSSSSSCALE 1" = 20'10 0 2020REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#PARK STREET SEWERLINE PROJECT
DEMOLITION PLANRAA / SGTRAACACBLMARCH 201190966DESIGN ENGINEER:294Scale: 1" = 20'PLANScale: HORIZONTAL 1" = 20' VERTICAL 1" = 4'PROFILE001"3214FILE NAME: 061054 SEWER.DWGAPN 001-066-006APN 001-066-004APN 001-066-005APN 001-066-008APN 001-066-011APN 001-066-015APN 001-066-014APN 001-064-021APN 001-064-020PARK STREETPHILLIPS LANE
MILL STREET
297293295291296295292293181591591591591221291292291294293291291292297101222298299270.34'5.00'43.00'201ELEVATION
ELEVATION
29672.05'292291291201201201201203202202202202298299CAP EX. 4" WATERLINESTA: 0+27.86OFFSET: 2.74' LCAP & PLUG EX. SSSTA: 1+82.90OFFSET: 5.09' RCAP & PLUG EX. SSSTA: 1+62.82OFFSET: 5.01' RCAP & PLUG EX. SSSTA: 1+04.53OFFSET: 4.13' RCAP & PLUG EX. SSSTA: 0+30.77OFFSET: 2.98' R291102102REFERENCE NOTES:DESCRIPTION100GENERAL101CONTRACTOR SHALL NOT ACCESS THIS AREA (APN-001-064-021) DURINGCONSTRUCTION - SEE SECTION 4, SPECIAL PROVISIONS.102LIMIT OF CLEARING AND GRUBBING - SEE SECTION 6-1.03, SPECIALPROVISIONS.180PROFILES181 EXISTING GRADE PROFILE AT CENTERLINE OF NEW 8" SEWER.200SEWERS AND SANITATION201APPROXIMATE LOCATION OF EXISTING SEWER LATERAL. CONTRACTOR TOVERIFY LATERAL LOCATION AND TIE-IN EXISITNG LATERAL TO NEWSEWER. SEE SHEET 5.202APPROXIMATE LOCATION OF EXISTING ABANDONED SEWER LATERAL.CONTRACTOR TO VERIFY LATERAL LOCATION AND ABANDON INACCORDANCE WITH ENGINEERING STANDARD 6050 AND SECTION 77,STANDARD SPECIFICATIONS.203APPROXIMATE LOCATION OF EXISTING ABANDONED SEWER LATERAL.CONTRACTOR TO VERIFY LATERAL LOCATION AND REMOVE LATERAL ASNECESSARY TO CONSTRUCT NEW SEWER MANHOLE. SEE SHEET 5 FORNEW SEWER MANHOLE LOCATION.220PROTECTION BARRIERS221REMOVE AND REPLACE EXISTING WOOD BARRICADE PER ENGINEERINGSTANDARD 7330.222CONTRACTOR TO PROVIDE TEMPORARY SAFETY FENCING TO PREVENTPUBLIC ACCES TO THE CONSTRUCTION ZONE AT ALL TIMES INACCORDANCE WITH SECTIONS 7-1.08 & 7-1.09, STANDARD SPECIFICATIONS.290DEMOLITION291REMOVE EXISTING 6" SEWER LINE BETWEEN STATIONS 0+25.00 AND0+30.77, 1+04.53 AND 1+62.82, AND 1+82.90 AND 3+74.87 IN ACCORDANCEWITH SECTION 77, STANDARD SPECIFICATIONS , SECTION 6-1.07 SPECIALPROVISIONS, AND ENGINEERING STANDARD DRAWING 6050.292PLUG WITH CONCRETE AND ABANDON IN PLACE EXISTING 6" SEWER LINEIN ACCORDANCE WITH SECTION 77, STANDARD SPECIFICATIONS, ANDDETAIL A, SHEET 6.293REMOVE EXISTING ABANDONED 4" CAST IRON WATERLINE INACCORDANCE WITH SECTION 76, STANDARD SPECIFICATIONS AND CITYSTANDARD 6050, AND DETAIL E, SHEET 6.294REMOVE EXISTING MANHOLE AND REPLACE WITH NEW SEWER MANHOLEPER CITY STD. 6610 AND IN ACCORDANCE WITH SECTION 77, STANDARDSPECIFICATIONS.295REMOVE EXISTING CONCRETE FOOTING AND VERTICAL SUPPORT.RESTORE CREEK BOTTOM PER SPECIAL PROVISION SECTION 6 ANDSTANDARD SPECIFICATIONS.296PROTECT EXISTING 2" GAS, 4" WATER, AND 8" WATER LINES IN PLACE.297 PROTECT EXISTING SEWER MANHOLE IN PLACE.298 PROTECT EXISTING STORM DRAIN FACILITIES IN PLACE.299REMOVE EXISITNG TEE. CAP AND PLUG EXISITING ABANDONED 4" CASTIRON WATERLINE IN ACCORDANCE WITH SECTION 76, STANDARDSSPECIFICATIONS, CITY STANDARD 6050, AND DETAILS A AND E, SHEET 6.500LANDSCAPING DEMOLITION501REMOVE EXISTING TREE - ALL TREES NOT DESIGNATED FOR REMOVALSHALL BE PROTECTED IN PLACE PER STANDARD SPECIFICATION SECTION20-2 AND THE SPECIAL PROVISIONS.
ELEVATION
ELEVATIONSTATION260265270275 2802852902602652702752802852900+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+754+00STA: 0+25.00RIM: 290.69STA: 0+34.25RIM: 290.18
STA: 1+90.20
RIM: 282.29
STA: 1+97.29
RIM: 282.34
STA: 3+81.43
RIM: 279.31EX. 2" GASABANDONED 4" WATERLINEEX. 8" WATERLINEINV: 285.65INV: 285.82INV: 285.43INV: 285.33IN
V
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4
STA: 1+09.95TOC: 282.52STA: 1+57.95TOC: 280.48STA: 1+03.45BEGIN PIPE BRIDGETOPB: 283.31STA:1+64.45
END PIPE BRIDGE
TOPB: 280.72
STA: 3+74.87
ELEV: 270.83 EX. 4" PVC WLPL PL PL
PL PL PL
PL PL PL
PL PL PL PL PLPLPLPLPLPLPL
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WL WL WLSS
SS SS SS
SD0+001+00
2+00
3+00
4+00
4+06 WLWLSSSSSSSCALE 1" = 20'10 0 2020REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#PARK STREET SEWERLINE PROJECT
SEWER PLAN AND PROFILERAA / SGTRAACACBLMARCH 201190966DESIGN ENGINEER:Scale: 1" = 20'PLANScale: HORIZONTAL 1" = 20' VERTICAL 1" = 4'PROFILE001"3214FILE NAME: 061054 SEWER.DWGAPN 001-066-006APN 001-066-004APN 001-066-005APN 001-066-008APN 001-066-011APN 001-066-015APN 001-066-014APN 001-064-021APN 001-064-020PARK STREETPHILLIPS LANE
MILL STREET-4.25%-4.39%181201204206203201205SEWER MANHOLE #2STA: 0+34.25N: 2302294.19E: 5769783.18RIM ELEV=290.18'INV IN=285.43'INV OUT=285.33'SEWER MANHOLE #1STA: 0+25.00 N: 2302298.57E: 5769775.04 RIM ELEV=290.69'INV IN= 285.82'INV OUT=285.65'SEWER MANHOLE #3STA: 1+90.20N: 2302165.38E: 5769871.09RIM ELEV=282.29'INV IN=278.87'INV OUT=278.77'SEWER MANHOLE #4STA: 1+97.29N: 2302158.41E: 5769869.78RIM ELEV=282.34'INV IN=278.64'INV OUT=278.54'EXISTING SEWER MANHOLESTA: 3+81.43N: 2302006.94E: 5769974.50RIM ELEV=279.31'211211211212201201201208101701207-3.83%'-3.24%'205204501ELEVATION
ELEVATION
70210.55'
MIN.2022022022022025.25'67.20'61.00'23.75'3.09'175.58'201201203201201201201701703211601502602601REFERENCE NOTES:DESCRIPTION100GENERAL101CONTRACTOR SHALL NOT ACCESS THIS AREA DURING CONSTRUCTION -SEE SECTION 4, SPECIAL PROVISIONS.180PROFILES181EXISTING GRADE PROFILE AT CENTERLINE OF NEW 8" SEWER.2SEWERS AND SANITATION200GENERAL FACILITIES201 8" PVC SDR 35 SEWER PIPE, MAINTAIN SEPARATION FROM EXISTINGWATERLINE AS REQUIRED BY TITLE 22, ARTICLE 4, SECTION 64572.202APPROXIMATE LOCATION OF EXISTING SEWER LATERAL. CONTRACTOR TOVERIFY LATERAL LOCATION AND TIE-IN EXISTING LATERAL TO NEW SEWERIN ACCORDANCE WITH ENGINEERING STANDARD 6810 AND SECTION 77,STANDARD SPECIFICATIONS.203STRUCTURAL STEEL PIPE SLEEVE , SEE STRUCTURAL PLANS.204NORTH PIPE BRIDGE ABUTMENT, SEE STRUCTURAL PLANS.205SOUTH PIPE BRIDGE ABUTMENT, SEE STRUCTURAL PLANS.206EXISTING SEWER AND STRUCTURES REMOVED OR ABANDONED PERDEMOLITION PLAN, SHEET 4. SHOWN ON THIS SHEET FOR REFERENCE ANDCLARITY.207PROVIDE INSPECTION PORT AND DRAIN. SEE DETAIL D, SHEET 6.208TIE INTO EXISTING SEWER MANHOLE PER DETAIL B, SHEET 6.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SEWERSTUB.210MANHOLES AND STRUCTURES211 NEW MANHOLE PER ENGINEERING STANDARD 6610.212NEW MANHOLE REPLACES EXISTING MANHOLE, SEE REFERENCE NOTE294, SHEET 4.5LANDSCAPING AND IRRIGATION SYSTEMS500GENERAL501NEW 15-GALLON OAK TREES, LOCATE AS SHOWN ON DRAWINGS. SEESPECIAL PROVISIONS SECTION 6-1.12, AND SECTION 20-8.07A, 8.08, AND8.09, STANDARD SPECIFICATIONS, AND ENGINEERING STANDARD 8010,8210, AND 8240.502PROVIDE NATIVE PLANTINGS IN THE DISTURBED CREEK AREA PERSECTION 6.13 OF THE SPECIAL PROVISIONS6GENERAL FACILITIES600PROTECTIVE FACILITIES601EROSION CONTROL BLANKET TO STABLIZE DISTURBED CREEK AREAS INACCORDANCE WITH SECTION 6-1.04, SPECIAL PROVISIONS.602EXISTING BARRICADE - SEE DEMOLITION PLAN, SHEET 57WATER DISTRIBUTION FACILITIES700GENERAL FACILITIES701 ABANDONED 4" CAST IRON WATERLINE.702 EXISTING 4" PVC WATERLINE.703EXISTING 8" WATERLINE LIVE, PROTECT IN PLACE.
PLAN VIEWASECTION A-AANNULAR SPACEDO NOT FILLPIPE INSULATORSEE NOTE 1 8" PVC SEWER(CARRIER PIPE)16" PIPE BRIDGESEE STRUCTURALPLANSNOTES:1. CENTER CARRIER PIPE INSIDE CASING WITH FUSION COATED EPOXY CASING INSULATOR, 6" WIDE BAND, MODEL M-6-FCE ASMANUFACTURED BY CALPICO, INC OR APPROVED EQUAL.2. INSULATORS TO BE SPACED ACCORDING TO MANUFACTURERRECOMMENDATIONS. 3 SPACERS PER 18' TO 20' PIPE LENGTHMINIMUM.3. 8" SEWER PIPE SHALL NOT CONTACT INSIDE OF CASING AT ANYLOCATION.4. CARRIER PIPE SHALL BE LEAK TESTED PRIOR TO SEALING EACH ENDOF THE CASING.SSWLSSSPL PL PL
PL PL PL PL
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PL PL PLPLREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#PARK STREET SEWERLINE PROJECT
DETAILSRAA / SGTRAACACBLMARCH 201190966DESIGN ENGINEER:Scale: NONECONCRETE PLUG DETAILAFILE NAME: 061054 SEWER.DWGScale: NONEEX. MANHOLE TIE-IN DETAILBScale: NONEPLACEMENT OF SEWER WITHIN PIPE BRIDGECScale: 1"=2'INSPECTION PORT AND DRAIN DETAILDPLUGABANDON IN PLACECUT AND REMOVEPIPE PER PLANINSERT PLUG ORFORM INTO THE PIPETO MAINTAIN THESHAPE DURINGCURINGPLUG EXISTING PIPEWITH 3000 PSICONCRETE PLUGLENGTH = 2xPIPEDIAMETER (12" MIN.)EXISTINGSEWERMANHOLENEW 8" PVCEXISTING 8" PVCSEWER STUB-OUTA SECTION APLAN0.67'1.71'
2.00' MIN.
0.50' %(1'WELDEDSTEEL6" BLIND FLANGECHRISTY N36 UTILITY BOXOR APPROVED EQUAL6" STEEL PIPE6" WELDEDSTEEL TEEWITH BLINDFLANGE6" WELDEDSTEEL6" WELDEDSTEEL PIPE16" HSS PIPE BRIDGESEE STRUCTURAL PLANS8" PVC SDR 35SEWER16" HSS PIPE BRIDGE -SEE STRUCTURAL PLANS8" PVC SDR 35 SEWERCHRISTY N36 UTILITY BOXOR APPROVED EQUAL6" WELDEDSTEEL PIPEPIPE PENETRATION IN 16"HSS PIPE BRIDGEPIPEPENETRATION2.00NOTES:1. 6" STEEL PIPE SHALL BE SCHEDULE 40 PIPE, CEMENT MORTARLINED AND COATEDFLOW DIRECTIONEXISTING15" PVC SEWERIN MILL STREETSEWER COUPLINGPER SECTION 77-1.06,STANDARDSPECIFICATIONSSEAL BOTHENDS OFCASING PERDETAIL 44,SHEET S3.0Scale: 1"=5'ABANDONMENT DETAILEEXISTING SEWERMANHOLE TO BEREMOVED ANDREPLACED. SEESHEETS 4 AND 5NEWSEWERMANHOLE5.00'5.00'5.00'CUT & CAPABANDONED 4"CAST IRONWATERLINE TOREMAINNEW 8"PVCSEWER43' LENGTH OFABANDONED 4" CASTIRON WATERLINE TO BEREMOVEDEXISTING 6" SEWERTO BE ABANDONEDIN PLACEEXISTING 6" SEWERTO BE REMOVEDNEW 8" PVCSEWER, SEESHEET 5EXISTING 6" SEWERTO BE PROTECTED INPLACEEXISTING 6" ABANDONED 4" CASTIRON WATERLINE TO REMAINEXISTINGWATERLINE TOREMAIN IN SERVICEEXISTING SEWER TOBE PROTECTED INPLACEPLANNOTES:1. UTILITY ABANDONMENT AND REMOVAL IN ACCORDANCE WITHENGINEERING STANDARD 6050.2. REFER TO DETAIL A, THIS SHEET FOR PLUGGING OF ABANDONEDUTILITIES.3. SEE SHEETS 4 AND 5.CUT & CAPEXISTINGUTILITYEXISITNG TREE SPECIES DETAILFTREE SPECIESTREEBOTANICAL NAME COMMON NAMENOTES1FRAXINUS UHDEISHAMEL ASH2QUERCUS AGRIFOLIACOAST LIVE OAK14" DIAMETER3PRUNUS SPECIESWILD PLUM12" DIAMETER4FRAXINUS UHDEI ORVELUTINAASHFOLIAGE TOO HIGH UP FORCLOSER INSPECTION TOIDENTIFY SPECIES.5PHOENIX CANARIENSIS CANARY ISLAND PALM6FRAXINUS UHDEI ORVELUTINAASHFOLIAGE TOO HIGH UP FORCLOSER INSPECTION TOIDENTIFY SPECIES. SEETREE 77FRAXINUS UHDEI ORVELUTINAASHTREES 6 AND 7 COULD BEONE MULTI-TRUNK TREE8PHOENIX CANARIENSIS CANARY ISLAND PALM9 PITTOSPORUM UNDULATUM VICTORIAN BOX10 PITTOSPORUM UNDULATUM VICTORIAN BOX11FRAXINUS UHDEI ORVELUTINAASHFOLIAGE TOO HIGH UP FORCLOSER INSPECTION TOIDENTIFY SPECIES.12PHOENIX CANARIENSIS CANARY ISLAND PALM13 PITTOSPORUM UNDULATUM VICTORIAN BOX14QUERCUS PALMERIPALMER'S OAK15OLEA EUROPAEAOLIVEMULTI-TRUNK16QUERCUS AGRIFOLIACOAST LIVE OAK17OLEA EUROPAEAOLIVE18OLEA EUROPAEAOLIVE19OLEA EUROPAEAOLIVE20OLEA EUROPAEAOLIVE21OLEA EUROPAEAOLIVE22OLEA EUROPAEAOLIVE23OLEA EUROPAEAOLIVE24OLEA EUROPAEAOLIVEAPN 001-066-008APN 001-066-011APN 001-066-015APN 001-066-014APN 001-064-021PARK STREETPHILLIPS LANE 232422212019181711541236781091213141516SCALE: 1"=5'5' LENGTH OF ABANDONED4" CAST IRON WATERLINE TO BE REMOVED2" THREADED CAP