HomeMy WebLinkAboutChambers Bagnell - Site Plan 2 UPDATED 210511.pdf38038039039039040
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se 5th place
154th avenue se152nd avenue sese 138th place
se 139th place
TRACT A
STORM
21,541± SF 53'35'end of improvements
end of improvements
road transitions to
gravel
appx. 20'
wide travel way
with gravel shoulders
appx. 20'
wide travel way
gravel shoulder
on west side
exis
ti
n
g
sto
r
m
p
o
n
d 53'60'
60'49'cb-15, type 1-L
rim = 382.50
ie (18"S) 378.49
ie (18"N) 378.45
12
9,681± SF
13
10,892± SF
ROW
26,613± SF
3
9,386± SF
10
9,066± SF
11
9,081± SF
9
9,068± SF
7
13,345± SF
4
9,149± SF 1
11,103± SF
2
9,785± SF
8
9,352± SF
5
9,352± SF
6
12,557± SF
20' JOINT-USE
DRIVE
culvert
ie (18"n)
387.22
SITE INFORMATION
JURISDICTION:city of renton
PARCEL NUMBERS:1463400020
1463400021
GROSS SITE AREA:181,209 sf (4.16 ac)
PUBLIC R.O.W.:26,613 sf (0.61 AC)
NET SITE AREA:154,596 sf (3.54)
EXISTING ZONING:R-4 (4 du/ac)
allowed lots:14 lots
(3.54 ac x 4 du/ac = 14.16)
max net density:4 du/ac
density proposed:3.67 du/ac
DESIGN STANDARDS
MIN LOT AREA:9,000 sf
MIN LOT WIDTH:70'
min width
corner lot:80'
MIN LOT DEPTH:100'
FRONT SETBACK:30'
STREET SETBACK:30'
SIDE YARD SETBACK:20' combined
7.5' min
REAR YARD SETBACK:25'
rear if corner lot:rear can be
side setback
if corner lot
MAX IMPERVIOUS:50%
MAX LOT COVERAGE:35%DESIGNE N G I N E E R I N G P L A N N I N G S U R V E Y I N G12100 Ne 195th St, Suite 305Bothell, Washington 98011425.885.7877 Fax 425.885.79631PROJECT NUMBERSHEETOF1DATEconcept site planchamberS-bagnellCONNER HOMES0 25 50
1" = 50'20207May 6, 20215/6/2021 2:11 PMJ:\2020\20207B\PLANNING\EXHIBITS\SITE PLANS\CHAMBERS FATTORE - SITE PLAN 6.DWGData Note: Topography and parcel data shown herein was derived from Lidar data and shape files provided by the Puget Sound Lidar
Consortium and/or appropriate jurisdictions GIS Department. It is a representation of the ground topography and lot configurations only and
shall only be used for planning purposes. Core Design, Inc. does not warrant the information and recommends field topography be collected
for design purposes. If shown, 40% slopes were derived from this Lidar contour mapping and are not specific to any jurisdictions regulations.
NOTES
·all existing site structures to be removed
·the existing sewer main and easement running through site
is proposed to be relocated into new right-of-way
·off site improvements drawn from city gis data or
digitized from aerial imagery