HomeMy WebLinkAboutCD-4133COVER 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