HomeMy WebLinkAbout1 - Original Submission_ 3 - 870_CO #1 Attachments - WCD #1, #2, #5DocuSign Envelope ID: 885D001E-7AF4-4150-A016-3A41C77846A8
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MB1009 E 29TH ST1018 SHERIDAN RD2806 ROBIN AVE1014 SHERIDAN RD2903 EAGLE AVE2824 ROBIN AVE2822 ROBIN AVE1013 E 29TH ST2903 EAGLE AVEST ST STST
210210 210215220CB-116N: 220,213.30E: 1,196,659.23CB-113N: 220,220.95E: 1,196,847.67CB-112N: 220,227.75E: 1,196,830.79CB-114N: 220,187.64E: 1,196,810.06CB-115N: 220,189.55E: 1,196,659.31CB-117N: 220,186.36E: 1,196,636.29CB-118N: 220,157.49E: 1,196,605.67CB-014N: 220,140.30E: 1,196,631.09CB-013N: 220,042.37E: 1,196,629.13CB-011N: 220,244.29E: 1,196,633.76CB-012N: 220,244.71E: 1,196,608.4210+0011+0012+0013+004.85'4.85'7' CDF, SEE NOTE 9CB-016 - TYPE 1 CBN: 219,968.91E: 1,196,659.01CB-017 - TYPE 1 CBN: 219,937.56E: 1,196,640.799.1 LF 6" PVC S=MIN 2.00%AD-006 - AREA DRAINCB-201N: 220143.81E: 1196605.96RIM = 207.86IE 198.15 10" OUT (SW)IE 198.15 10" OUT (NE)ELEVATION IN FEET
STATION19620020420821221622022419620020420821221622022410+0010+5011+0011+5012+0012+5013+0013+50EX 6" W(IE ASSUMED)EX 6" W(IE ASSUMED)EX 8" SSEX 8" SSEX 10" SSEX 8" WRIM: 208.38IE 203.84 12" SCH A SSP (N)IE 202.52 36" SCH A SSP (E)IE 202.42 36" SCH A SSP (SW)CB-117 - 72" TYPE 2 CB W/DECORATIVESTORM RING AND COVERCB-118 - 54" TYPE 2 CB W/THRUCURB FRAME AND GRATEIE 202.00 36" SCH A SSP (NE)IE 204.31 8" SCH A SSP (SE)IE 201.90 30" SCH A SSP (SW)RIM: 207.71RIM: 217.14IE 206.92 30" SCH B SSP (N)IE 213.34 12" SCH A SSP (W)IE 206.82 30" SCH A SSP (SW)CB-113 - 54" TYPE 2 CB W/VANED GRATECB-114 - 54" TYPE 2 CB W/VANED GRATEIE 206.32 30" SCH A SSP (NE)IE 204.45 30" SCH A SSP (W)RIM: 214.9650.2 LF 30" SCH A SSP S=1.00%150.8 LF 30" SCH A SSP S=1.00%23.2 LF 36" SCH A SSP S=1.00%RIM: 208.25IE 202.95 30" SCH A SSP (E)IE 205.07 8" SCH A SSP (N)IE 202.75 36" SCH A SSP (W)CB-115 - 54" TYPE 2 CB W/THRUCURB FRAME AND GRATEEX G (IE ASSUMED)42.1 LF 36" SCH A SSP S=1.00%EXISTING GROUND, TYPPROPOSED GROUND, TYPPROPOSED 8" W (BY OTHERS)EX SS (IE ASSUMED)ELEVATION IN FEET
STATION2002042082122162202002042082122162200+000+30EX 8" SSCB-113CB-112 - TYPE 1 CBIE 213.70 12" SCH A SSP (E)RIM: 216.8318.2 LF 12" SCH A SSP S=2.00%ELEVATION IN FEET
STATION1962002042082121962002042082120+000+33EX 8" SSCB-11523.8 LF 8" SCH A SSP S=2.00%CB-116 - TYPE 1 CB W/THRU CURBFRAME AND GRATEIE 205.55 8" SCH A SSP (S)RIM: 208.29ELEVATION IN FEET
STATION1901921962002042082122162201901921962002042082122162200+000+501+001+501+50CB-014 - TYPE 1 CB W/ THRUCURB FRAME AND GRATEIE 205.02 8" DIP (S)IE 204.92 8" SCH A SSP (NW)RIM: 208.08CB-11830.7 LF 8" SCH A SSP S=2.00%98.0 L.F. 8" DIP S=1.50%CB-013 - TYPE 1 CBIE 206.49 8" DIP (N)RIM: 208.34EX 10" SSEX SS (IE ASSUMED)EX SS (IE ASSUMED)EX W (IEASSUMED)EX W (IE ASSUMED)PROPOSED 8" W(BY OTHERS)EX 8" W2.17'2.0'EX 10" CONCROBIN AND EAGLE - CONVEYANCE PLAN 3C1.3215ISSUED FOR BIDDINGO:\proj\Y2018\18-06910-000\CAD\Dwg\CONVEYANCE-ROBIN_EAGLE.dwg | 11/7/2022 8:41 AM | Eric Marshall
MAY 202218-06910-000STORMWATER IMPROVEMENTS PROJECTSEC. 11, T. 24N, R. 1E, W.M.PINE ROAD BASINKnow what's below.Call before you dig.®46S. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLY
DRAWN:CHECKED:APPROVED:DATE:PROJECT NO:ONE INCH
DESIGNED:DESIGNED:DESIGNED:SCALE:DRAWN:DRAWING NO:SHEET NO: OFNo.REVISIONBYAPP'DDATE20020401"=20'0HORIZONTAL SCALE IN FEETVERTICAL SCALE IN FEETVERTICAL EXAGGERATION X02020401010202MATCH LINE, SEE DWG C1.31ROBIN AVE CONVEYANCE,SEE DWGS C1.34-C1.35MATCH LINE, SEE DWG C1.33EAGLE AVEE 29TH ST
ROBIN AVELATERAL - CB-113LATERAL - CB-115CDF, SEE NOTE 9UPSTREAM LATERALS - CB-118CDF, SEE NOTE 9NOTES:1.ALL RECTANGULAR CATCH BASIN FRAME AND GRATES SHALL BE VANED GRATES PER WSDOT STD PLAN B-30.30-03 UNLESSOTHERWISE NOTED.2.STORM STRUCTURE NORTHING AND EASTING ARE TO CENTER OF STRUCTURE.3.TYPE 1 CBs SHALL BE PER WSDOT STD PLAN B-5.20-03.4.TYPE 2 CBs SHALL BE PER WSDOT STD PLAN B-10.20-02.5.CIRCULAR FRAME AND COVER SHALL BE PER WSDOT STD PLAN B-30.70-04. ROUND LIDS ON ALL STORM DRAIN STRUCTURESSHALL HAVE "DRAIN" CAST INTO THE LID.6.THRU CURB FRAME AND GRATE SHALL BE PER CITY OF BREMERTON STD DETAIL 4011 AND 4013.7.DECORATIVE STORM RING AND COVER SHALL BE PER CITY OF BREMERTON STD DETAIL 4022.8.COB MH SHALL BE PER CITY OF BREMERTON STD DETAIL 4005.9.CDF BACKFILL TO PROTECT SANITARY SEWER. OVER EXCAVATE TO EXPOSE EXISTING SANITARY SEWER. CDF BACKFILLALONG SANITARY SEWER SHALL EXTEND 1 FOOT BEYOND STRUCTURE ON BOTH SIDES. CDF SHALL BE 6-INCHES ABOVE ANDBELOW THE EXISTING SANITARY SEWER.10.IF MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES IS NOT ACHIEVED PER THE CITY OF BREMERTON ENGINEERINGDESIGN AND CONSTRUCTION STANDARDS, THE CONTRACTOR MUST USE CDF FOR THE PIPE ZONE BEDDING AND BACKFILL.CONSTRUCTION KEYNOTES:1.CONNECT EXISTING PIPE TO DRAINAGE STRUCTURE PER SPECIFICATION SECTION 7-05.3(5).2.WATER LINE TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR TOCONFIRM NEW LOCATION.3.CONTRACTOR TO COORDINATE WITH GAS COMPANY TO RELOCATED GAS LINE AROUNDNEW STORM DRAIN. PROVIDE MINIMUM 1-FT VERTICAL CLEARANCE.4.CONTRACTOR TO FIELD LOCATE EXISTING CATCH BASIN/INLET AND STORM DRAIN PIPESAND REPLACE WITH NEW TYPE 1 CB. (NOT IN SURVEY).5.INSTALL 48-IN SADDLE CB WITH SOLID COVER1333SEE DWG C1.35
GENERAL NOTES:1.SEE DWG G1.00 FOR ABBREVIATIONS AND LEGEND.2.SEE DWG G1.01 FOR STORM SEWER AND STRUCTURE NOTES.3.SEE DWG C1.40-C1.42 FOR PROPOSED GRADING.4.SEE DWG C1.62 FOR PIPE BEDDING AND TRENCH DETAILS.6SH
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3333555116POTHOLE BY CONTRACTOR ON 10/25/2022.TOP OF EXISTING CONCRETE PIPE 199.4377IE ASSUMES 1.3% SLOPE FROM POTHOLE LOCATION11EXISTING STORM PIPE FOUND DURING CONSTRUCTION1SDMF11/04/221DocuSign Envelope ID: 885D001E-7AF4-4150-A016-3A41C77846A8
OHWOHWOHWOHW1003 SHERIDAN RD924 SHERIDAN RDST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTST
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XMH-1002N: 220,087.86E: 1,196,492.90MH-111N: 219,982.07E: 1,196,487.32180185190195185
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200 205E: 1,196,605.67E: 1,196,608.4216+3814+0015+0016+00CB-018 - 48" TYPE 2 CB W/THRUCURB FRAME AND GRATEN: 219980.91E: 1196531.15RIM = 205.06IE 199.16 EX 8" CONC (N)IE 199.06 EX 8" CONC (E)IE 198.96 12" SCH A SSP (W)43.8 LF 12" SCH A SSP S=MIN 2.00%IE 198.15 10" OUT (NE)ELEVATION IN FEET
STATION17217618018418819219620020420821217217618018418819219620020420821213+5014+0014+5015+0015+5016+0016+40EX 10" SSRIM: 205.13IE 198.08 12" SCH A SSP (E)IE 193.00 30" SCH A SSP (N)IE 192.90 30" HDPE DR 11 (S)MH-111 - 54" COB MH W/DECORATIVESTORM RING AND COVER132.5 LF 30" SCH A SSP S=3.00%RIM: 206.98IE 197.92 30" SCH A SSP (NE)IE 204.80 EX 8" PVC (SE)IE 196.50 10 inch PVC (NE)IE 194.06 30" SCH A SSP (S)MH-1002 - 96" COB MH W/DECORATIVESTORM RING AND COVER105.9 LF 30" SCH A SSP S=1.00%EX 12" W(IE ASSUMED)IE 196.50 EX PIPE, SEE NOTE 6 (NE)ROBIN AND EAGLE - CONVEYANCE PLAN 4C1.3316ISSUED FOR BIDDINGO:\proj\Y2018\18-06910-000\CAD\Dwg\CONVEYANCE-ROBIN_EAGLE.dwg | 11/7/2022 8:41 AM | Eric Marshall
MAY 202218-06910-000STORMWATER IMPROVEMENTS PROJECTSEC. 11, T. 24N, R. 1E, W.M.PINE ROAD BASINKnow what's below.Call before you dig.®46S. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLY
DRAWN:CHECKED:APPROVED:DATE:PROJECT NO:ONE INCH
DESIGNED:DESIGNED:DESIGNED:SCALE:DRAWN:DRAWING NO:SHEET NO: OFNo.REVISIONBYAPP'DDATE20020401"=20'0HORIZONTAL SCALE IN FEETVERTICAL SCALE IN FEETVERTICAL EXAGGERATION X02020401010202MATCH LINE, SEE DWG C1.32OUTFALL WITH CONCRETE IMPACT BASIN, SEE DWG C1.65OUTFALL WITH CONCRETEIMPACT BASIN, SEE DWG C1.65GENERAL NOTES:1.SEE DWG G1.00 FOR ABBREVIATIONS AND LEGEND.2.SEE DWG G1.01 FOR STORM SEWER AND STRUCTURE NOTES.3.SEE DWG C1.40-C1.42 FOR PROPOSED GRADING.4.SEE DWG C1.62 FOR PIPE BEDDING AND TRENCH DETAILS.NOTES:1.ALL CATCH BASINS OR MANHOLES NOT IN PAVED AREAS SHALL HAVE A 4-INCH THICKRECTANGULAR CONCRETE PAD EXTENDING OUT 2 FEET FROM THE EDGE OF THEFRAME. CONCRETE SHALL BE CLASS 4000.2.STORM STRUCTURE NORTHING AND EASTING ARE TO CENTER OF STRUCTURE.3.DECORATIVE STORM RING AND COVER SHALL BE PER CITY OF BREMERTON STDDETAIL 4022.4.COB MH SHALL BE PER CITY OF BREMERTON STD DETAIL 4005.5.IF MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES IS NOT ACHIEVED PER THECITY OF BREMERTON ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, THECONTRACTOR MUST USE CDF FOR THE PIPE ZONE BEDDING AND BACKFILL.6.EXISTING PIPE IS COMPRISED OF 8" PVC AND 10" CONCRETE. CONFIRM PIPE TYPE,SIZE, AND INVERT PRIOR TO CORING MANHOLE. FIELD FIT CONNECTION TO EXISTINGSTRUCTURE AS DIRECTED BY ENGINEER. USE MARMAC OR APPROVED EQUAL FORDISSIMILAR PIPE CONNECTIONS.CONSTRUCTION KEYNOTES:1.CONNECT EXISTING PIPE(S) TO DRAINAGE STRUCTURE PERSPECIFICATION SECTION 7-05.3(5).11SEE DWG C1.651EX PIPE, CORE AND CONNECTTO NEW CB, SEE NOTE 6EXISTING STORM PIPE FOUND DURING CONSTRUCTIONSDMF11/04/22111111DocuSign Envelope ID: 885D001E-7AF4-4150-A016-3A41C77846A8
Gunnar Fridriksson
DocuSign Envelope ID: 885D001E-7AF4-4150-A016-3A41C77846A8
DocuSign Envelope ID: 885D001E-7AF4-4150-A016-3A41C77846A8
4ADD MAINTENANCE RAMP TO STEPHENSON INLETEMMF1/25/234DocuSign Envelope ID: 885D001E-7AF4-4150-A016-3A41C77846A8
1001269.05MONF-424-07N=218590.04E=1195525.00XXROWROW ROWROWROWROWROWROWROW OHWOHWO
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STATION52566064525660641+381+502+002+375.76%STA: 1+50.00EL: 55.11
STA: 2+01.00
EL: 58.05
5256606468725256606468720200-20STEPHENSON INLET - GRADING, PROFILE,AND SECTIONC2.2141ISSUED FOR BIDDINGO:\proj\Y2018\18-06910-000\CAD\Dwg\SITE PLAN - STEPHENSON.dwg | 1/26/2023 10:04 AM | Eric Marshall
MAY 202218-06910-000STORMWATER IMPROVEMENTS PROJECTSEC. 11, T. 24N, R. 1E, W.M.PINE ROAD BASINKnow what's below.Call before you dig.®46S. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKS. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKS. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKS. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKS. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKS. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKS. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKS. GRAYJ. WAGGONERS. DHITALAS NOTEDE. MARSHALLC. WITZELM. FONTAINEM. EWBANKAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLY
DRAWN:CHECKED:APPROVED:DATE:PROJECT NO:ONE INCH
DESIGNED:DESIGNED:DESIGNED:SCALE:DRAWN:DRAWING NO:SHEET NO: OFNo.REVISIONBYAPP'DDATEPROFESSIONAL ENGI
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EW M. FONTAINEINLET STRUCTURE, SEE DWG C2.20HORIZ. SCALE:VERT. SCALE:PROFILE - STREAM REALIGNMENT1-1"=5'1"=5'10010201"=10'0HORIZONTAL SCALE IN FEETVERTICAL SCALE IN FEETVERTICAL EXAGGERATION X0551055101PROPOSED STREAM REALIGNMENTEXISTING GROUND, TYPPROPOSED GROUND, TYPHORIZ. SCALE:VERT. SCALE:CROSS SECTIONA-1"=5'1"=5'A
GENERAL NOTES:1.SEE DWG G1.00 FOR ABBREVIATIONS AND LEGEND.BURY SALVAGED LOGS WITHROOTWAD EXPOSED ON BANKBURY SALVAGED LOGS WITHROOTWAD EXPOSED ON BANKSTREAMBED AGGREGATES,MIN 12 INCH DEPTHSTREAMBED AGGREGATES,MIN 12 INCH DEPTHSTREAMBED AGGREGATES,MIN 12 INCH DEPTHSEE DWG L1.01 FOR BANKSURFACE TREATMENTS10'1.511.51NOTES:1.CUT TO LENGTH AND BURY SALVAGED ALDERS TREES AND IMPORTEDCEDAR/FIR STUMP IN LEFT BANK AS SHOWN WITH ROOTWAD LEFTEXPOSED ON BANK.2.STREAMBED AGGREGATES SHALL CONSIST OF STREAMBED SEDIMENT(15 CY) AND 6-INCH STREAMBED COBBLES (5 CY) MIX TO BE APPROVEDBY ENGINEER PRIOR TO PLACEMENT.3.ACCESS RAMP AND BOLLARD LOCATIONS TO BE STAKED BY ENGINEER.ST
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KBURY IMPORTED CEDAR/FIRSTUMP WITH ROOTWADEXPOSED ON BANKREMOVABLE WOODBOLLARD, TYP, SEE NOTE 3AC PAVEMENT MAINTENANCEACCESS RAMP. 3" COMPACTEDDEPTH HMA, 2 LIFTS REQUIRED,OVER 4" COMPACTED DEPTHCRUSHED SURFACING BASECOURSE, SEE NOTE 36" COMPACTED THICKNESSQUARRY SPALLS OVERCONSTRUCTION GEOTEXTILEFOR SEPARATION, SEE NOTE 312'9'10'4ADD MAINTENANCE RAMP TO STEPHENSON INLETEMMF1/25/23444DocuSign Envelope ID: 885D001E-7AF4-4150-A016-3A41C77846A8