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HomeMy WebLinkAboutConstruction Plans-Final - stampedCOVER SHEETNLOCATION MAPHEATHER DOWNS DETENTION PONDWATER QUALITY RETROFIT PROJECTPlanning/Building/Public Works Dept.CITY OFRENTON999 Third Avenue, Ste 3200Seattle, WA 98104 ·206.382.5200HEATHER DOWNS DETENTION POND WATERQUALITY RETROFIT PROJECTMICHAEL S. GISEBURTPROFESSIONALENGINEERREGISTERED STATEOF WASHINGTONSWP - 27 - 3989 S W P - 3 9 8 9 TED-40-4133 R-413301NVICINITY MAPBYAPPROVED FOR CONSTRUCTIONBYDATESHEET INDEXSHEET NO.DWG NO.SHEET TITLEUTILITY CONTACTSWATER:CITY OF RENTON(425) 430-7400andSEATTLE PUBLIC UTILITIES(206) 953-0184SANITARY SEWER:CITY OF RENTON(425) 430-7400CABLE:COMCAST(206) 391-1763 or (253) 686-2592and/orCENTURYLINK(206) 733-8866 or (206) 733-8857POWER:PUGET SOUND ENERGY(425) 559-4647 KEN SRILOFUNG8-14-2020 NOTES & ABBREVIATIONS ” Planning/Building/Public Works Dept. CITY OF RENTON 999 Third Avenue, Ste 3200 Seattle, WA 98104 · 206.382.5200 HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECTMICHAEL S. GIS E BURTPROF E SSIONAL E N G IN E ERREGISTER E DSTATEOF WASHI N GTONSWP - 27 - 3989S W P - 3 9 8 9TED-40-4133R-413301 DETAILSECTION 8-14-2020 2048 SDMH 2048 RIM=374.09 IE 12" CMP SW=369.69 IE 12" CMP S=368.49 IE 12" CONC N=368.06 ABANDONED IE 12" CONC E=367.79 2165 24" CMP W/DEBRIS CAGE IE=368.22 2049 SDMH 2049 RIM=374.01 IE 12" PVC NW=367.66 IE 12" CONC E-W=367.58 SDMH 2165 RIM=375.31 TOP 12" VERT CMP O/F SE=373.61 IE=368.01 IE 8" PVC SW=371.61 IE 24" CONC NW=368.01 IE 24" CMP NE=368.01 2047 2045 SDCB 2045 TYPE I RIM=373.96 IE 15" CMP E=370.30 2169 SDCB 2047 TYPE I RIM=373.72 IE 8" CMP NE=372.02 2002 SDCB 2002 TYPE I STRUCTURE ROTATION RIM=373.47 IE 12" CMP N=370.34 IE 12" CMP NE=370.15 102 200 101 SDCB 2169 TYPE I RIM=373.64 IE 12" CMP N=370.79 CONC WALKCONC WALKROOTS RAISING CONC WALK2-8", 1-10", 2-12"CEDAR CLUSTER1-8", 2-6", 1-16"CEDAR CLUSTER"NO PARKINGHERE TO CORNER"24"1-12", 1-24" CEDAR ORANGE PAINTED CIRCLE12" STUMPGROUND=374.8'TOP=376.4'8"STUMPGROUND=374.7'TOP=375.0'24" STUMP GROUND=375.7 TOP=377.1' 30" STUMP GROUND=376.9 TOP=378.1'36" STUMPGROUND=377.4'TOP=379.4'36" STUMPGROUND=376.5'TOP=377.7'WV LID=373.87' TOP NUT=372.77'WV LID=373.46' TOP NUT=370.76' WMH LID=373.96' TOP OF NUT=371.46' TOP OF PIPE TO N=369.46' DOUBLE 6' CLF SWING GATEDOUBLE 6' CLFSWING GATE6' CLF "STOP" DOUBLE YELLOW RAISED LANE MARKERSYELLOW SKIP RAISED LANE MARKERSPONDDWY FND 5/8" REBAR, NO CAP W/WHITE CAP, "B&F INC 12870 & 129XX" (ILLEGIBLE) FND 5/8" REBAR, NO CAP 2046 STOP BARTOP CENTER 0.45' TALL RR TIES SHED LEAN TO 6' CLF GATE 6' BOARD FENCE TOP CENTER 0.3' TALL CONC WALL SSMH 2289 RIM=374.24 CTR CHANNEL N,E,S=359.59 2289 370370375374 374 37337537536936937437637 7 374374374SDMH 2046 RIM=374.48 IE 15" CMP W=369.43 IE 12" CMP N=368.13 IE 24" CONC SE=368.03 2069 2185 2203 36" SPU WATER Planning/Building/Public Works Dept. CITY OF RENTON 999 Third Avenue, Ste 3200 Seattle, WA 98104 · 206.382.5200 HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECTMICHAEL S. GIS E BURTPROF E SSIONAL E N G IN E ERREGISTER E DSTATEOF WASHI N GTONSWP - 27 - 3989S W P - 3 9 8 9TED-40-4133R-413301 TESC PLAN N PLAN 8-14-2020 2048 SDMH 2048 RIM=374.09 IE 12" CMP SW=369.69 IE 12" CMP S=368.49 IE 12" CONC N=368.06 ABANDONED IE 12" CONC E=367.79 2165 24" CMP W/DEBRIS CAGE IE=368.22 2049 SDMH 2049 RIM=374.01 IE 12" PVC NW=367.66 IE 12" CONC E-W=367.58 SDMH 2165 RIM=375.31 TOP 12" VERT CMP O/F SE=373.61 IE=368.01 IE 8" PVC SW=371.61 IE 24" CONC NW=368.01 IE 24" CMP NE=368.01 2047 2045 SDCB 2045 TYPE I RIM=373.96 IE 15" CMP E=370.30 2169 SDCB 2047 TYPE I RIM=373.72 IE 8" CMP NE=372.02 2002 SDCB 2002 TYPE I STRUCTURE ROTATION RIM=373.47 IE 12" CMP N=370.34 IE 12" CMP NE=370.15 102 200 101 SDCB 2169 TYPE I RIM=373.64 IE 12" CMP N=370.79 CONC WALKCONC WALKROOTS RAISING CONC WALK2-8", 1-10", 2-12"CEDAR CLUSTER1-8", 2-6", 1-16"CEDAR CLUSTER"NO PARKINGHERE TO CORNER"24"1-12", 1-24" CEDAR ORANGE PAINTED CIRCLE12" STUMPGROUND=374.8'TOP=376.4'8"STUMPGROUND=374.7'TOP=375.0'24" STUMP GROUND=375.7 TOP=377.1' 30" STUMP GROUND=376.9 TOP=378.1'36" STUMPGROUND=377.4'TOP=379.4'36" STUMPGROUND=376.5'TOP=377.7'WV LID=373.87' TOP NUT=372.77'WV LID=373.46' TOP NUT=370.76' WMH LID=373.96' TOP OF NUT=371.46' TOP OF PIPE TO N=369.46' DOUBLE 6' CLF SWING GATEDOUBLE 6' CLFSWING GATE6' CLF "STOP" DOUBLE YELLOW RAISED LANE MARKERSYELLOW SKIP RAISED LANE MARKERSPONDDWY FND 5/8" REBAR, NO CAP FND 1/2" REBAR W/WHITE CAP, "B&F INC 12870 & 129XX" (ILLEGIBLE) FND 5/8" REBAR, NO CAP 2046 STOP BARTOP CENTER 0.45' TALL RR TIES SHED LEAN TO 6' CLF GATE 6' BOARD FENCE TOP CENTER 0.3' TALL CONC WALL SSMH 2289 RIM=374.24 CTR CHANNEL N,E,S=359.59 2289 370370375374 374 37337537536936937437637 7 374374374SDMH 2046 RIM=374.48 IE 15" CMP W=369.43 IE 12" CMP N=368.13 IE 24" CONC SE=368.03 2069 2185 2203 36" SPU WATER CONSTRUCTION NOTES Planning/Building/Public Works Dept. CITY OF RENTON 999 Third Avenue, Ste 3200 Seattle, WA 98104 · 206.382.5200 HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECTMICHAEL S. GIS E BURTPROF ESSIONAL EN G IN EERREGISTERE DSTATEOF WASHI N GTONSWP - 27 - 3989S W P - 3 9 8 9TED-40-4133R-413301 SITE PLAN - HEATHER DOWNS N PLAN POINT NO.NORTHING EASTING ELEVATIONDESCRIPTION 1 177580.1111311394.612 365.00 INLET PIPE 2 177579.6331311410.119 365.00 POND BOTTOM 3 177567.8491311409.151 365.00 POND BOTTOM 4 177509.4511311411.466 365.00 POND BOTTOM 5 177510.4591311385.012 365.00 POND BOTTOM 6 177515.4371311384.944 365.00 POND BOTTOM 7 177517.4431311393.652 365.00 POND BOTTOM / ACCESS ROAD 8 177534.6461311403.308 365.00 POND BOTTOM / ACCESS ROAD 9 177553.3581311402.970 365.00 POND BOTTOM 10 177568.2871311400.268 365.00 POND BOTTOM 11 177589.3021311378.558 369.00 POND LINER 12 177586.0171311418.820 369.00 POND LINER 13 177502.3541311419.848 369.00 POND LINER 14 177503.8231311376.923 369.00 POND LINER 15 177530.1901311378.254 369.00 POND LINER 16 177555.2011311392.867 369.00 POND LINER 17 177554.0971311375.087 371.50 ACCESS ROAD 18 177565.1921311385.686 370.50 ACCESS ROAD 19 177502.1541311377.724 368.14 OUTLET PIPE SYMBOL LEGEND GENERAL NOTES 8-14-2020 DETAIL CONSTRUCTION NOTES SECTION Planning/Building/Public Works Dept. CITY OF RENTON 999 Third Avenue, Ste 3200 Seattle, WA 98104 · 206.382.5200 HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECTMICHAEL S. GIS E BURTPROF E SSIONAL E N G IN E ERREGISTER E DSTATEOF WASHI N GTONSWP - 27 - 3989S W P - 3 9 8 9TED-40-4133R-413301 PROFILES & SECTIONS-SCHEDULE A WORK PROFILE 3PROFILE 1 PROFILE 2 DETAIL 8-14-2020 SDMH 2475RIM=374.57IE 12" CMP NW=371.82IE 8" CONC W=370.70IE 12" CONC S=369.57IE 12" CONC E=369.54IE 12" CONC N=369.532475SSMH 2303RIM=374.91CTR CHANNEL N,E,S=362.8623032374SDCB 2374 TYPE IRIM=374.20IE 8" CONC W=372.93UNABLE TO FINDCONNECTIONWV LID=375.83'TOP NUT=373.98'2401SDCB 2401 TYPE IRIM=374.46IE 8" CONC W=372.78TO MAIN LINE2441SDCB 2441 TYPE IRIM=374.61IE 12" CMP E=372.36TO MAIN LINEAPPROX X,Y,Z OF CURB& FACE OF WALK375 375 APPROX LOCOF UTILITYPOLE2" GAS4" GASCENTURY LINKCOMM36" SPU WATER LINE SDMH 2475RIM=374.57IE 12" CMP NW=371.82IE 8" CONC W=370.70IE 12" CONC S=369.57IE 12" CONC E=369.54IE 12" CONC N=369.532475SSMH 2303RIM=374.91CTR CHANNEL N,E,S=362.8623032374SDCB 2374 TYPE IRIM=374.20IE 8" CONC W=372.93UNABLE TO FINDCONNECTIONWV LID=375.83'TOP NUT=373.98'2401SDCB 2401 TYPE IRIM=374.46IE 8" CONC W=372.78TO MAIN LINE2441SDCB 2441 TYPE IRIM=374.61IE 12" CMP E=372.36TO MAIN LINEAPPROX X,Y,Z OF CURB& FACE OF WALK375 375 APPROX LOCOF UTILITYPOLE2" GAS4" GASCENTURY LINKCOMM36" SPU WATER LINE CONSTRUCTION NOTES Planning/Building/Public Works Dept. CITY OF RENTON 999 Third Avenue, Ste 3200 Seattle, WA 98104 · 206.382.5200 HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECTMICHAEL S. GIS E BURTPROF E SSIONAL E N G IN E ERREGISTER E DSTATEOF WASHI N GTONSWP - 27 - 3989S W P - 3 9 8 9TED-40-4133R-413301 PLAN & PROFILES-SCHEDULE B WORK PROFILE 4 PLAN GENERAL NOTES N8-14-2020 37537437436" SPU WATER NOTES CIVIL DETAILS SHT 1 OF 2Planning/Building/Public Works Dept. CITY OF RENTON 999 Third Avenue, Ste 3200 Seattle, WA 98104 · 206.382.5200 HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECTMICHAEL S. GIS E BURTPROF E SSIONAL E N G IN E ERREGISTER E DSTATEOF WASHI N GTONSWP - 27 - 3989S W P - 3 9 8 9TED-40-4133R-413301 CONSTRUCTION NOTES ” ” DETAIL DETAIL DETAIL DETAIL 8-14-2020 ISOMETRIC NTS SECTION A-A NTS ELBOW RESTRICTOR DETAIL NTS 1. USE A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIUM STEEL, OR ALUMINIUM. ALL OTHER ALL OTHER STEEL PARTS MUST BE GALVINIZED WITH TREATMENTS 1,2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6.PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULT TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTOR OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTIING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. TEE SHALL BE CONSTRUCTED OF ALUMINUM CMP OR ALUMINIZED STEEL CMP MEETING WSDOT/APWA STANDARDS. NOTES:AADDITIONAL LADDER RUN (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER. 2' MIN. CLEARANCE TO ANY PORTION OF FROP-T INCLUDING ELBOWS RESTRICTOR PLATE WITH 2.5 " ORIFICE DIAMETER PIPE SUPPORTS SEE NOTE 6 RIM 375.31 PLATE WELDED TO ELBOW WITH ORIFICE DIA 2 3 4 ". SEE NOTE 3 REMOVABLE WATERTIGHT COUPLING OR FLANGE ANGLE AS NECESSARY SEE NOTE 7 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) SEE STD. PLAN 237.30 HANDHOLDS, STEPS OR LADDER VERTICAL BAR GRATE FOR SECONDARY INLET INLET PIPE FRAME & SOLID COVER WITH LOCKING BOLTS PER COR STD PLAN 204.50 12" 12" 12" A 6" MAX. TOP OF RISER ELEV.=373.61 18" CPEP OUTLET PIPE 18" CMP "T" RISER IE 368.01 SEE NOTES 1 & 5 6" 2' MIN. 1.5 x D MIN.D ELBOW RESTRICTOR SEE DETAIL 2' MIN.2'2'2" MIN. 6" MIN. 2"+/- ACCESS ADJACENT TO TEE 18" RISER DIAMETER IE 366.14 ELEV.=371.11 SEE NOTE 9 (TYP.) ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 SEE NOTE 9 N PLAN VIEW 8" +/- 24" CPEP PIPE IE 368.01 ELEV.=371.11 PLANT SCHEDULE NO SPECIES COMMON NAME STOCK TYPE SPACING ON CENTER (FEET)QUANTITY CIVIL DETAILS SHT 2 OF 2Planning/Building/Public Works Dept. CITY OF RENTON 999 Third Avenue, Ste 3200 Seattle, WA 98104 · 206.382.5200 HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECTMICHAEL S. GIS E BURTPROF E SSIONAL E N G IN E ERREGISTER E DSTATEOF WASHI N GTONSWP - 27 - 3989S W P - 3 9 8 9TED-40-4133R-413301 DETAIL DETAIL SECTION DETAIL 8-14-2020