HomeMy WebLinkAboutEXHIBIT_3_Site_PlanN 37TH STLAKE WASH. BLVD.
DS
DS
DS
DS
10+00 11+00 12+00 12+17.28
64
64
63
6
9
68676
6 5958
57
61
6
2
60
63
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67 68
69
62
6160 60575655545352515049EX.
EX.61626364656662 5859727170696867666564636261605958575655545352PRIVATE ACCESS DRIVE
LAKE WASHINGTON BLVD N.50-FT (MINIMUM)
VEGETATIVE FLOWPATH.
PROVIDE SHALLOW
SWATE AT A MINIMUM
SLOPE OF 1% TO ENSURE
POSITIVE DRAINAGE
AWAY FROM BUILDING
STA: 10+00.00, 0.00
Northing: 194353.19
Easting: 1301207.51
STA: 12+17.28, 0.00
Northing: 194348.32
Easting: 1301424.74
STA: 10+99.53
OFF: 7.69' L
STA: 11+34.82
OFF: 7.65' L
12.00'
15.00'
6.00'
PERFORATED STUB-OUT PER CITY
OF RENTON BMP C.2.11.A (SEE
DETAIL 1 ON THIS SHEET)
PERFORATED STUB-OUT PER CITY
OF RENTON BMP C.2.11.A (SEE
DETAIL 1 ON THIS SHEET)
REMOVE EXISTING DRIVEWAY APPROACH AND REPLACE WITH
NEW DRIVEWAY PER CITY OF RENTON STD PLAN 104.1
REMOVE EXISTING DRIVEWAY AND REPLACE WITH NEW CEMENT
CONCRETE SIDEWALK, TRAFFIC CURB AND GUTTER PER CITY OF
RENTON STD PLANS 102 AND 101, RESPECTIVELY
ME 63.18±
ME 63.14± (TC)
LONGITUDINAL HMA PATCH CL. 1/2" PG
64-22. THE THICKNESS SHALL BE THAT OF
THE EXISTING PAVEMENT SECTION AND
NOT LESS THAN 4". PROVIDE FULL-DEPTH
SAWCUT OF EXISTING PAVEMENT FOR
CLEAN MATCHLINE.
KC P
N: 889960006020.00'BSBL7.50'
BSBL
7.50'
BSBL
20.00'BSBLCIVIL SITE PLAN LEGEND
PROPERTY BOUNDARY
BUILDING FOOTPRINT
BUILDING OVERHANG
RETAINING WALL
VEGETATED FLOWPATH
CONCRETE DRIVEWAY
CONCRETE SIDEWALK
LANDSCAPING
PATIO PAVERS
PERFORATED GRAVEL TRENCH
EXISTING CONCRETE PAVEMENT
EXISTING HMA PAVEMENT
ONSITE STORM DRAINS
YARD DRAINS\CB1\SDCO
PROJECT NO.
DRAWN BY:
DESIGNED BY:DATENO.REVISION DESCRIPTIONCKBYSUBMITTAL DATE:
SHEET NO.Save Date: Plot Date: 12/23/2020 11:33 AM12/23/2020 12:53 PMBy: KyleMurphyP:\B\BYLI0001\0400CAD\Sheets\Final\SITE PLAN.dwgKyle MurphyBy: File:CHECKED BY:
1145 BROADWAY, SUITE 115
TACOMA, WA 98402
PHONE: 253.319.1504
VERT. DATUM:
HORZ. DATUM:
REFERENCE NO.
THE SW 1/4 OF THE NW 1/4 OF SECTION 32, TOWNSHIP 24N, RANGE 5E, W.M.
PERMIT SET
BYLI0001
C1.0
X OF 1 RENTON, WA12/23/20A NEW RESIDENCE AT 912 N. 37TH ST.BYLINGTON DEVELOPMENTSITE PLAN912 N. 37TH STREET NAD83
NAVD88 KYLE M.
KYLE M.
MARC P.
NORTH
Know what's below.
before you dig.Call
R
1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE CITY
OF RENTON PUBLIC WORKS FOR REVIEW AND OBTAIN APPROVED
PLAN PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY.
2.CONTRACTOR SHALL VERIFY THE LOCATIONS OF UNDERGROUND
UTILITIES PRIOR TO ANY EXCAVATION. DEPTHS TO GRAVITY PIPE
CONNECTIONS SHOULD BE POT HOLED. NOTIFY THE ENGINEER IF
ELEVATIONS DIFFER FROM THE PLANS.
3.ALL WORKMANSHIP AND MATERIALS SHALL FOLLOW THE WSDOT
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION, DATED 2020, UNLESS SUPERSEDED BY A CITY
STANDARD, THIS PLAN SET, OR AN ORDER OF THE ENGINEER OR
OWNER.
4.ALL EARTHWORK SHALL BE PERFORMED ACCORDING TO THE
RECOMMENDATIONS CONTAINED IN THE PROJECT SPECIFIC
GEOTECHNICAL REPORT BY MATERIALS TESTING AND CONSULTING,
INC., DATED DECEMBER 1ST, 2020.
GENERAL NOTES
SCALE: NTS
PERFORATED STUB-OUT CONNECTION1
285.0
285.0
MATCH EXISTING
FINISH GRADE
TOP OF CURB
BOTTOM OF CURB
FLOWLINE
FLUSH CURB
ME 282.4±
FG 282.00
TC 282.00
BC 282.00
FL 282.00
FC 282.00
GRADING LEGEND
286.0
286.0
FG MAJOR CONTOUR
FG MINOR CONTOUR
EG MAJOR CONTOUR
EG MINOR CONTOUR
Exhibit 3
EXHIBIT 3 - SITE PLAN
DocuSign Envelope ID: 8D042E58-AE52-4531-A5DB-53FFCD431FDC