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Home My WebLink AboutBid Package - Construction PlansBURNETT AVENUE S SIDEWALK AND UTILITIES REPLACEMENT PROJECTPROJECT NO. 4244FALL/WINTER 2023GENERAL BID INFORMATIONBUILDER EXCHANGE OFWASHINGTON, INC.WWW.BXWA.COM 425-258-1303CITY OF RENTON CONTACTJONATHAN CHAVEZ, PEDEVELOPMENT ENGINEERING DIVISIONJCHAVEZ@RENTONWA.GOV425-430-7288DESIGN CONSULTANT CONTACTNATHAN POLANSKI, PEMIG INCNPOLANSKI@MIGCOM.COM206-223-0326PROJECT LIMITSVICINITY MAPPROJECTLOCATIONNOT TO SCALEApproved for BidCITY OF RENTONDATEApproved for ConstructionCITY OF RENTONDATES 2ND STS 3RD STSHATTUCK AVE SHOUSER WAY SSMITHERS AVE SMORRIS AVE SBURNETT AVE SWILLIAMS AVE SS 5TH STS G R AD Y W A YRAINIER AVE SS 4TH STSCHEDULE OF DRAWINGSSHEET NO.12C1.13C1.24 C1.35C2.16C2.27C2.38C2.49C3.110C4.111C5.112C5.213R1.114L1.115L1.216L1.317L1.418S1.01TITLECOVERGENERAL NOTESESC NOTESCITY SURFACE WATER PLAN NOTESTYPICAL SECTIONSDETAILSDRIVEWAY DETAILSCATCH BASIN PROFILESSITE PREPARATION AND ESC PLANPAVING AND GRADING PLANWATERMAIN REPLACEMENTWATERMAIN CONNECTION DETAILSLANDSCAPE RESTORATION AND SITEFURNISHING PLANLIGHTING PLANWIRING SCHEDULEWIRING SCHEMATICPOLE AND FIXTURE SCHEDULESTRUCTURAL NOTES AND DETAILSHOUSER WAY S BURNETT AVE S S 5TH STNOT TO SCALES 4TH STTED-40-4244 C22006263R-424401 18 07/28/23BURNETT AVENUE S SIDEWALK AND UTILITIES REPLACEMENT PROJECT C22006263®® C1.1 2 NOT TO SCALE GENERAL NOTESNP SS MK R-424402TED-40-4244 C1.2 3 NOT TO SCALE ESC NOTESNP SS MK 18 07/28/23BURNETT AVENUE S SIDEWALK AND UTILITIES REPLACEMENT PROJECT C22006263TED-40-4244R-424403 C1.3 4 NOT TO SCALE CITY SURFACE WATER PLAN NOTESNP SS MK 18 07/28/23BURNETT AVENUE S SIDEWALK AND UTILITIES REPLACEMENT PROJECT C22006263TED-40-4244R-424404 1807/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263C2.1 5NOT TO SCALETYPICAL SECTIONSMKSSNPTED-40-4244 R-424405RECYCLED CONCRETE AGGREGATE AND RECYCLED MATERIAS SHALL NOT BE USED AS BEDDING IN THE PIPEZONE OR AS TRENCH BACKFILL FOR WATER MAINS, WATER SERVICE LINES AND RELATED APPURTENANCES. 1807/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263C2.2 6NOT TO SCALEDETAILSMKSSNPTED-40-4244 R-424406 1807/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263C2.3 7NOT TO SCALEDRIVEWAY DETAILSNPSSMKTED-40-4244 R-424407 1807/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263C2.4 81"=10'CATCH BASIN PROFILESMKSSNPCATCH BASIN PROFILECB1 TO CB2CATCH BASIN PROFILECB2 TO EX CBCATCH BASIN PROFILECB3 TO CB4NOTESTED-40-4244 R-424408 1807/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263NDRIVEWAY TABLECONSTRUCTION NOTESGENERAL NOTESC4.1 101"=10'PAVING AND GRADING PLANMKSSNPTED-40-4244 R-424410 1807/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263CONSTRUCTION NOTESC5.1 111"=10'WATERMAIN REPLACEMENTMKSSNPNWTRP-27-4244 W-424401 TESTING CONNECTIONEXISTING 24" DIWATERMAIN3 x IDMINFINAL CONNECTIONEXISTING 24" DIWATERMAIN3 x IDMINFINAL CONNECTIONTESTING CONNECTION1807/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263C5.2 12NOT TO SCALEWATERMAIN CONNECTION DETAILSNPSSMKWTRP-27-4244 W-424402 LEGEND1707/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263NL1.11"=10'LIGHTING PLANWDWDSRGENERAL NOTESCONSTRUCTION NOTESEXISTINGPROPOSED12456BURNETT AVE SBURNETT AVE SS 5TH ST S 4TH ST 1307/28/2337-27-23 1707/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC2200626301/18/23L1.2NTSWIRING SCHEDULEWDWDSRWIRING SCHEDULERUN NO.CONDUITSIZEEXISTINGCONDUCTORSSTREETLIGHTINGPEDESTRIANLIGHTINGGROUNDNOTES12" PVC2/C#102/C#101-#62" PVCSPARE22" PVC4-#64-#61-#62" PVCSPARE32" PVC2-#62-#61-#62" PVCSPARE42" PVC2-#64-#61-#62" PVCSPARE52" PVC2/C#101-#61407/28/237-27-23 LEGEND1707/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC22006263NL1.3NTSWIRING SCHEMATICWDWDSRHOUS E R W A Y SBURNETT AVE S2-#6 (B)2-#6 (C)1-#6 GND2-#6 (B)4-#6 (C/D)1-#6 GNDSCALE:124562/C#10 (A)2/C#10 (C)1-#6 GND4-#6 (A/B)4-#6 (C/D)1-#6 GND2/C#10 (D)1-#6 GND2/C#10 (D)1-#6 GND2/C#10 (C)1-#6 GND2-#6 (B)4-#6 (C/D)1-#6 GND2-#6 (B)4-#6 (C/D)1-#6 GND2/C#10 (B)2/C#10 (D)1-#6 GNDS 4TH ST S 5TH ST NOTES1507/28/23ADCDCBD32/C#10 (C)1-#6 GNDC2-#6 (B)4-#6 (C/D)1-#6 GND2-#6 (B)2-#6 (C/D)1-#6 GNDWIRING SCHEMATICBURNETT AVE SL1.1NTSEX JB7-27-23 1707/28/23BURNETT AVENUE S SIDEWALK ANDUTILITIES REPLACEMENT PROJECTC2200626307/28/23L1.4NTSPOLE AND FIXTURE SCHEDULEWDWDSRPOLE AND FIXTURE SCHEDULELUMINAIREPOLE NO.STREET NAMEPOWERSOURCEVOLTAGECIRCUITNO.LOCATIONPOLE TYPEPOLEORENTATIONHANDHOLEORENTATIONBASETYPEFOUNDATION TYPELUMINAIREBRACKETARMLENGTH(FT)LUMINAIRE TYPE -DISTRIBUTION - WATTFIXTURE MODEL (OR APPROVED EQUAL)FIXTUREMOUNTINGHEIGHT(FT)REMARKSSTATIONOFFSET(FT)1BURNETT AVE SEXISTING240A0+83.623.5DECORATIVE LUMINAIREPOLE, SEE NOTE 10180FIXEDSEE STRUCTURAL DESIGNSHEET S1.01 FORFOUNDATION DETAIL8ROADWAY, TYPE III,100W LEDCYCLONE DOMIA CY55P1A-FGC-3-100W-4K35.5BURNETT AVE SEXISTING240C1802PEDESTRIAN, TYPE III,40W LEDCYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K16.52BURNETT AVE SEXISTING240D1+80.923.5DECORATIVEPEDESTRIAN LUMINAIREPOLE, SEE NOTE 2180180FIXEDSEE STANDARD PLAN 117.2FOR FOUNDATION DETAIL2PEDESTRIAN, TYPE III,40W LEDCYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K16.53BURNETT AVE SEXISTING240C2+49.523.5DECORATIVEPEDESTRIAN LUMINAIREPOLE, SEE NOTE 2180180FIXEDSEE STANDARD PLAN 117.2FOR FOUNDATION DETAIL2PEDESTRIAN, TYPE III,40W LEDCYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K16.54BURNETT AVE SEXISTING240D3+23.823.5DECORATIVEPEDESTRIAN LUMINAIREPOLE, SEE NOTE 2180180FIXEDSEE STANDARD PLAN 117.2FOR FOUNDATION DETAIL2PEDESTRIAN, TYPE III,40W LEDCYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K16.55BURNETT AVE SEXISTING240C4+38.023.5DECORATIVEPEDESTRIAN LUMINAIREPOLE, SEE NOTE 2180180FIXEDSEE STANDARD PLAN 117.2FOR FOUNDATION DETAIL2PEDESTRIAN, TYPE III,40W LEDCYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K16.56BURNETT AVE SEXISTING240B5+20.923.5DECORATIVE LUMINAIREPOLE, SEE NOTE 10180FIXEDSEE STRUCTURAL DESIGNSHEET S1.01 FORFOUNDATION DETAIL8ROADWAY, TYPE III,80W LEDCYCLONE DOMIA CY55P1A-FGC-3-80W-4K35.5BURNETT AVE SEXISTING240D1802PEDESTRIAN, TYPE III,20W LEDCYCLONE DOMIA MINI SY21P1-FGC-3-20W-4K16.5NOTES:1. DECORATIVE LUMINAIRE POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1.2. DECORATIVE PEDESTRIAN LUMINAIRE POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2.3. LUMINAIRE STANDARD DECAL NUMBERING SHALL BE APPLIED PER CITY OF RENTON STANDARD PLAN 121.ALIGNMENTSTREET LIGHT & PED LIGHT COMBOPOLE ORIENTATIONROADWAYLUMINAIRE ARMPED LUMINAIRE ARMHANDHOLEDIRECTION OFTRAFFICX167-27-23 SectionTIES PER ELEVATIONVERTICAL REINF PER ELEVATION36" Ø AUGERCAST CONC FDN 9' - 0"(12) #6 VERT, EQ SPACED#4 HOOP TIES @ 12" OC w/ (3) HOOPS TOP @ 2" OCPAVING; SEE PAVING AND GRADING PLANSTREET LIGHT POLEBASE PL & ANCHOR BOLTS; SEE LIGHTING PLANSectionSIDEWALK JOINT; SEE PAVING AND GRADING PLANScale: 3/4" = 1'-0"1Street Light Pole FoundationCONCRETECAST-IN-PLACE CONCRETEConcrete materials shall conform to the following:Portland cement:Type 1, ASTM C150Fly ash (if used):ASTM C618 class F or CSlag cement (if used):ASTM C989Lightweight aggregates:lightweight aggregates shall not be used withoutprior approval of SER and building departmentNormal weight aggregates:ASTM C33 Sand equivalent:ASTM C33Water:Potable per ASTM C94Air entraining admixtures:ASTM C260Chemical admixtures:ASTM C494Flowable concrete admixtures:ASTM C1017Durability requirements of concrete mixes shall conform to building code. These requirements include water-cementitious material ratios, minimum compressive strengths, air entrainment, type of cement, and maximum chloride ion content.CONCRETE MIXTURESMixes shall be proportioned to meet compliance requirements of ACI 318 Section 26.4.3. Slump, W/C ratio, admixtures and aggregate size will be determined by the contractor. Submit documentation of concrete mixture characteristics for review by the SER before the mixture is used and before making changes to mixtures already in use. Documentation shall comply with ACI 318 Section 26.4.4 or City of Seattle Director's Rule 11-2014.All concrete, including slab on grade, shall contain an acceptable water-reducing admixture conforming to ASTM C494 and be used in strict accordance with the manufacturer's recommendations.All concrete which is exposed to freezing and thawing in a moist condition or exposed to deicing chemicals shall contain an air entraining agent, conforming to ASTM C260. Total air content shall be adjusted per ACI 318 for mix designs with smaller nominal aggregate size. The amount of entrained air shall be measured at the discharge end of the placing nozzle. Entrained air shall be as noted ± 1.0% by volume. Air-entrainment shall not be used at slabs that will receive a smooth, dense, hard-troweled finish.Trucks hauling plant-mixed concrete shall arrive on-site with a field ticket indicating the maximum gallons of water that can be added at the site not to exceed the total water content in the approved mix design.Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. Concrete shall be thoroughly consolidated by suitable means during placement and shall be thoroughly worked around reinforcement, embedded items, and into corners of forms.AUGERCAST PILES,CAST-IN-PLACE PILES4,000 1/2" 0.50 1% 15-20% F0 S0 P0 C1FOUNDATIONS, GRADE BEAMS,STEM WALLS3,500 1" 0.44 4.5% 15-20% F1 S0 P0 C1LEAN MIX SOIL REPLACEMENTUNDER FOUNDATIONS1,500 SAND1.5 SACKCEMENT- - F1 S0 P0 C1F S P CLocationStrengthf'c(psi)MaxAgg SizeMaxW/CRatioTotal AirContentSlagCementand/orFly AshContentExposure Categoriesand ClassesCONCRETE STRENGTH REQUIREMENTS TABLEREINFORCEMENT IN CONCRETE AND MASONRYREINFORCING STEELReinforcing steel shall conform to ASTM A615 (including supplement S1), Grade 60, Fy = 60,000 psi.PROCEDURESReinforcing steel shall be detailed (including hooks and bends) in accordance with ACI 315 “Details and Detailing of Concrete Reinforcement”. Lap all reinforcement in accordance with "The Reinforcing Splice and Development Length Schedule" on these documents. If table is not provided, lap all reinforcing by 40 bar diameters. Provide corner bars at all wall and footing intersections.Reinforcing steel shall be adequately supported to prevent displacement during concrete and grout placement. Bars shall be bent cold.Bars partially embedded in concrete shall not be field bent, unless specifically so detailed or approved by the SER.01/18/202301/18/202301/18/202301/18/2023NO.REVISIONBYDATEAPPRSURVEYED:DESIGNED:DRAWN:CHECKED:APPROVED:SCALE:MLDGSLMLONE INCHAT FULL SCALE IF NOT ONE INCHSCALE ACCORDINGLYDATE:OF:17 17FIELDBOOK:DRAWING NO:SHEET:PAGE:C22006263TRO-41-4244T-424405Burnett Ave Sidewalk RehabilitationS1.01STRUCTURAL NOTES & DETAILSIssue Date2/9/23181802/10/23