HomeMy WebLinkAboutR-42480400
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SE 1 /4, SW 1 /4, SEC. 9, T. 23
N., R. 5 E., W.M.
Legal Description: LOT
2, CITY OF RENTON SHORT PLAT NO. LUA18-000445,
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RECORDING NO. 20181113900001,
RECORDS OF KING COUNTY, WASHINGTON
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CB RIM=297.76'
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INV. 4'PVC(N)=295.76' -.' 1.
TOTAL AREA 5,682 S.F. 0.130 AC
DEDICATED ROW 101 SF ( )
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`T • r' RESIDENCE ::'..l
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TARGET LOT AREA - 5,581 S.F. (0.128 AC)
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EXISTING DRIVE- 756 SF (0.017 AC)
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PRO. ROOF - 1,591 SF (0.037 AC)
REMOVE INLET
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INV. 6'PVC(N)=294.65'
INV. 6'PVC(SE)=295.20'
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LOT
CONC. - 788 SF (0.018 AC)
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• INV. 6'PVC(S)=294.60' ' ' ' ' ' ' ' ' ' ' ' . •
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PRO. CB -TYPE 1 (ON EXISTING LINE) CB RIM=295.42' TOTAL TARGET NEW REPLACED
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PARCEL N 0. INV. 8'RCP(N)=293.75'
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- INV. 8'PVC(E)=293.92'
IMPERVIOUS- 2,379 SF 0.055 AC
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RIM - 295.42
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INV. 8'RCP(S)=293.77' - 42.6 %
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PRO. WALK WAY CONC. IN ROW
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- 1,002 SF 0.023 AC
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PROJECT INFORMATION
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B T_1 INV. 6'PVC(NE)=297.12' ;
CB T- Rtx�r3oo- INV. 6'PVC(NW)=297.12'
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RIM=295.42
TAX PARCEL
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IE(S)=294.22' 6"PVC W 9 N �tK
NUMBER: 7227800631
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RIM=296.75
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�. INV. 6'PVC(N)=294.49' PER COR STD 263.40
8'PVC(W)=294.44'
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PROJECT 2900 NE 5TH PL
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ADDRESS:RENTON WA 98056
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JURISDICTION: RENTON
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PARCEL ACREAGE: 5,682± S.F.
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FOUND CONC MON
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DOWN 1.1 IN CASE
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DETECTABLE WARNING SURFAC
PER WSDOT STD PLAN F45.10-03
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TYP•
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PRO PLANTER
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RIM=296.92'
4 43°39•
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DETAIL
IE SE =291.0
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' 18"CPP
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ELEVATION OUTSIDE CURB Q
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* ELEVATION ON OUTSIDE CURB
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E (W) = 2 91.0 ' 18 CPP NOTE: FOR location and bearing of CENTER LINE OF NE 5th PL and Index Ave Surebvy TOPO and Sheet 1
IE(N)=293.3
' 12"CPP
W
IE(S)=291.6
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12 CPP
NOTE:
0 5 10 20
W E
1.
ALL DESIGN ELEVATIONS APPROXIMATE AS CALCULATED BETWEEN CONTOURS,
SCALE IN FEET
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EX. CB T-1
RIM=295.99'
FIELD ADJUST PER EXISTING SPOT ELEVATIONS
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IE(N)=293.29' 12"CPP
2.
MAX 1.5% CROSS SLOPE AND MAX 8.3% LONGITUDINAL SLOPE ON WALK WAY
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3.
POST -CONSTRUCTION SOIL QUALITY AND DEPTH IN ACCORDANCE WITH BMP T5.13
EXHIBIT SITE BMPs
ANDFRONTAGE
IMPROVEMENT
WILL BE IMPLEMENTED TO ALL LANDSCAPED AREA ON SITE.
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CONSTRUCTION RECORD DRAWINGS
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A SEPARATE BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS THAT EXCEED 4
THESE CONSTRUCTION DRAWINGS WERE CREATED BY A
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FEET IN HEIGHT PER RMC 4-4-040
COMBINATION OF PROFESSIONAL SURVEY DATA,
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CONSTRUCTION PHOTOS, AND CONTRACTOR REDLINES.04
THESE DRAWINGS, TO THE BEST OF OUR KNOWLEDGE,
DRAWN BY: Tip
THESE IMPROVEMENTS HAVE BEEN COMPLETED IN
CHECKED BY:
TJP
ACCORDANCE WITH THE APPROVED PLANS.
R-424804
C4
OF
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