HomeMy WebLinkAboutD-403003FACILITY ID: MH2087
EX WASTEWATER MANHOLE
RIM: 66.31
IE: 61.58-EX 8" (N)
IE: 61.58-EX 8" (E)
IE: 61.58-EX 8" (S)
12" CONC STORM
24" ABANDONED STORM
40 LF - 24" CMP STORM
PHONE
SIDE SEWER (NOT
FOUND DURING
LOCATE)
SIDE SEWER (NOT
FOUND DURING
LOCATE)
8" SEWER
WATER
METER (TYP.)
FIRE
HYDRANT
GAS (NOT FOUND
DURING LOCATE)
3/4" WATER
STACKED:
4" AC WATER
2-4" PHONE
12" STORM
8" WATER
4" GAS
2" GAS
10" WATER
8" STORM
42" STORM TAYLOR AVE NW3+34-0+050+00
1+00 2+003+00BP: -0+05.00
EP: 3+34.01
PI: 0+60.09
PI: 1+13.30
PI: 1+57.18
PI: 2+18.60
MH#2
NEW 48" CATCH BASIN TYPE II
STA:1+13.30
RIM: 66.82
IE: 63.32-EX 12" (W)
IE: 58.50 24" (S)
IE: 58.50 24" (N)
MH#1
NEW 48" CATCH BASIN TYPE II
STA:0+60.09
RIM: 65.36
IE: 63.47-EX 8" (W)
IE: 57.97 24" (S)
IE: 57.97 24" (N)
FACILITY ID: 136670
EX 48" CATCH BASIN TYPE II
STA: 0+00.00
RIM: 65.95
IE: 57.37 24" (N)
IE: 54.45-EX 42" (W)
IE: 54.44-EX 42" (E)
MH#3
NEW 48" CATCH BASIN TYPE II
STA:2+27.18
RIM: 67.99
IE: 63.99 24" (S)
IE: 63.99 24" (N)
NEW 43 LF 24" POLYPRO @ 4.83%
NEW 71 LF 24" POLYPRO @ 4.82%
1-2" WATER
1-2" ABANDONED WATER
SIDE SEWER (NOT FOUND
DURING LOCATE)
WATER VALVE
(TYPICAL)
8" SEWER
COM FIBER
3-4" CONDUIT
SIDE SEWER (NOT FOUND
DURING LOCATE)
12" ABANDONED STORM
CITY OF
RENTON ROW
NEW 60 LF 24"
POLYPRO @ 1.00%
MH#4
NEW 48" CATCH BASIN TYPE II
STA:3+29.01
RIM: 71.92
IE: 67.72-EX 12" (N)
IE: 67.72 24" (S)
NEW 53 LF 24" POLYPRO @ 1.00%
NEW 102 LF 24" POLYPRO @ 3.66%
42" STORM
50
55
60
65
70
75
50
55
60
65
70
75
0+0065.9565.570+5065.3665.451+0065.9367.441+5067.8167.912+0067.9067.992+5068.8970.703+0071.1671.87SIDE SEWER
STA: 0+05.08
ELEV: NOT LOCATED
2" WATER
STA: 0+45.00
T.O.P. EL: 61.90
2" ABANDONED WATER
STA: 0+45.00
T.O.P. EL: 62.10
SIDE SEWER
STA: 0+65.78
ELEV: NOT LOCATED
4" GAS
STA: 1+05.00
T.O.P. EL: 61.50
8" WATER
STA: 1+22.00
T.O.P. EL: 63.00
2-4" PHONE
STA: 1+59.18
T.O.P. EL: 64.28
4" AC WATER
STA: 1+59.18
T.O.P. EL: 65.37 SIDE SEWER
STA: 3+09.84
ELEV: NOT LOCATED
SIDE SEWER
STA: 2+31.89
ELEV: NOT LOCATED
GAS
STA: 2+04.18
ELEV: NOT LOCATED
3/4" WATER
STA: 1+78.18
T.O.P. EL: 67.67
FACILITY ID: 136670
EX 48" CATCH BASIN TYPE II
STA: 0+00.00
RIM: 65.95
IE: 57.37 24" (N)
IE: 54.45-EX 42" (W)
IE: 54.44-EX 42" (E)
NEW 60 LF
24" POLYPRO @ 1.00%
MH#1
NEW 48" CATCH BASIN TYPE II
STA:0+60.09
RIM: 65.36
IE: 63.47-EX 8" (W)
IE: 57.97 24" (S)
IE: 57.97 24" (N)
NEW 53 LF
24" POLYPRO @ 1.00%
MH#2
NEW 48" CATCH BASIN TYPE II
STA:1+13.30
RIM: 66.82
IE: 63.32-EX 12" (W)
IE: 58.50 24" (S)
IE: 58.50 24" (N)
NEW 43 LF
24" POLYPRO @ 4.83%
NEW 71 LF
24" POLYPRO @ 4.82%
MH#3
NEW 48" CATCH BASIN TYPE II
STA:2+27.18
RIM: 67.99
IE: 63.99 24" (S)
IE: 63.99 24" (N)
NEW 102 LF
24" POLYPRO @ 3.66%
MH#4
NEW 48" CATCH BASIN TYPE II
STA:3+29.01
RIM: 71.92
IE: 67.72-EX 12" (N)
IE: 67.72 24" (S)
APPROXIMATE
GRADE
APPROXIMATE
GRADE
STORM DRAINAGE PLANSWP - 27 - 4030TAYLOR AVE NW
STORM IMPROVEMENTS
H:\CAD\_PROJECTS\SWP\27-4030_TAYLOR\DWGKEY NOTES
CONNECT EXISTING STORM UTILITY TO NEW STRUCTURE.
PROVIDE SLIGHT BEND IN 24" POLYPROPYLENE PIPE TO FOLLOW
EXISTING STORM ALIGNMENT.
3-4" LUMEN COM FIBER TO BE RELOCATED APPROXIMATELY 3'
TO EAST BY LUMEN BETWEEN STATION 0+00 AND STATION 1+15.
CONTRACTOR TO EXCAVATE TRENCH 3' WIDER THAN TYPICAL
TO EAST TO ALLOW LUMEN TO SHIFT 3-4" FIBER OUT OF STORM
ALIGNMENT. CONTRACTOR RESPONSIBLE FOR EXCAVATION AND
BACKFILL PER CITY OF RENTON STANDARD PLAN 220.20.
RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD
PLAN 204.20
RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CITY OF
RENTON STANDARD PLAN 204.30
ROUND FRAME AND COVER PER CITY OF RENTON STANDARD
PLAN 204.50
SEE SHEET C200 FOR ADDITIONAL ABANDONMENT DETAILS
EXISTING STORM SWALE FROM STATION 1+57.18 TO STATION
2+18.6 TO BE FILLED IN WITH GRAVEL BORROW PER WSDOT STD.
SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY.
GRADES TO MATCH ADJACENT ROADWAY PROFILE AND
PROVIDE ADEQUATE DRAINAGE TO NEW PROPOSED STORM
SYSTEM.
1
2
3
4
5
6
7
8
Feet
0 40 80
N
STORM DRAINAGE NOTES
1.ALL IMPROVEMENTS SHALL FOLLOW CITY OF RENTON CITY
STANDARDS.
2.POLYPROPYLENE PIPE SHALL BE INSTALLED PER MANUFACTURERS
REQUIREMENTS. MINIMUM OF 1' OF COVER REQUIRED.
3.ALIGNMENT OF NEW SYSTEM FOLLOWS ALIGNMENT OF EXISTING
SYSTEM. STATIONS SHOWN ARE FOR DESIGN PURPOSE ONLY.
CONTRACTOR TO VERIFY LOCATIONS OF NEW MANHOLES WITH
ENGINEER PRIOR TO CONSTRUCTION.
4.CONSTRUCTION OF NEW STORM SYSTEM WILL IMPACT EXISTING SITE
FEATURES INCLUDING BUT NOT LIMITED TO SIDEWALKS, CURB AND
GUTTER, CONCRETE DRIVEWAY, HMA DRIVEWAY, ETC. ALL EXISTING
SITE FEATURES SHALL BE REPLACED TO MATCH EXISTING SITE
FEATURES PER CITY OF RENTON STANDARD PLANS UNLESS
OTHERWISE NOTED.
4.1.COR STANDRAD PLAN 101 & 103: CEMENT CONCRETE TRAFFIC
CURB AND GUTTER
4.2.COR STANDARD PLAN 102: CEMENT CONCRETE SIDEWALK
4.3.CR STANDARD PLAN 104.1: CEMENT CONCRETE DRIVEWAY
1
1
1
2
1
1
PLAN VIEW
PROFILE VIEW
1"=20' HORIZONTAL 1"=4' VERTICAL
3
44
65
7
8
3+24.01
71.65
67.62
67.57
101
2+23.18, 3.00L
68.99
IE: 66.01 4" (NW)
64.05
58.60
65.62
58.05
CONCRETE INLET #1
VANED GRATE
RIM: FIELD FIT TO LOW SPOT
IE: RIM ELEVATION - 1.66' 8" (N)
HMA PATCH AROUNDSTRUCTURE
CONCRETE INLET #2VANED GRATERIM: MATCH EXISTING
IE: RIM ELEVATION - 2.04' 8" (S)
IE: RIM ELEVATION - 2.04' 8" (S)
HMA PATCH AROUND
STRUCTURE
APPROXIMATELY 40 LF 8" DUCTILE IRON @ MIN1.0%
APPROXIMATELY 6 LF
8" DUCTILE IRON @ MIN1.0%
4
30
65.62
58.05 58.60
2+23.18, 3.00L
68.99
IE: 66.01 4" (NW)
64.05
3+24.01
71.65
67.62
67.57
0.85%
101
4.78%
4.78%
3.49%AS-BUILTAS-BUILT1 BS 07/12 JM
D-403003