HomeMy WebLinkAboutR-417204@ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.
N These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.
T These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental
agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.
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NOTES
1. THE FRONT SETBACK IS 20 FEET PER R-8 ZONING. HOWEVER, THIS 20 FOOT
FRONT SETBACK NEEDS TO BE ADJUSTED TO ACCOMMODATE THE PROPOSED 15'
WIDE DRAINAGE EASEMENT AND AN ADDITIONAL 2' SETBACK FROM EASEMENT TO
BSBL PER SECTION 4.2.2 ITEM 7 EXCEPTION, RESULTING IN A 27' FRONT SETBACK.
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,
TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
PRELIMINARY SHORT PLAT PLAN
EXISTING STORMDRAIN CATCHBASIN
TYPE I EXISTING SANITARY SEWER
RIM= 239.27 MANHOLE -WITH EXTERIOR DROP
IE=237.62 4" CPP (N) RIM= 245.06
IE= 237.52 12" DI (E) IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP
IE= 237.43 12" DI (SW) IE=229.86 8" CONC. (E)-LOWER PORTION OF DROP
IE=229.76 8" CONC. (W)
LADDER= (S) - -
\ \ �SID
\ \ \ \ \ 1 \ \ \ \ \ \\ \ NE 12TH ST \ \\ f� \ ° M / w W w
\ \ \ \ \ \ (PUBLIC RIGHT OF WAY) 1 ` z /
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EXISTING SANITA RANHSEWER \ 1 C OS
RIM= 238.72 "ST � (IS
IE=229.39 (CENTER CHANNEL) 8" CONC. (E,W)- 1 \ ° I 0S
LADDER= (S)1 HU \ �.
0 UU HU ` OHU OHU OHU \F\ -� OHU\ OH011 UiU\- U OHU SD o HU OH1o1
\ \ f 218.02'
d
0 10 20 40
( IN FEET )
1 inch = 20 ft.
EXISTING STORMDRAIN CATCHBASIN
TYPE I
RIM= 248.73
IE=246.54 4" CPP (N)
IE= 246.13 12" DI (E)
IE= 245.78 12" DI (W)
W W
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SS \SS
EXISTING STORMDRAIN CATCHBASIN-
TYPE I WITH SOLID LID
RIM= 25T02
IE=254.37 12" DI (N)
IE= 254.65 8" DI (S)
IE= 254.22 12" DI (W)
SS \\ SS SS \ SS
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\OP
\ 'Ll
°.0 ° OHU. CPHU-- Hu. (HU
OHU - 0 (OHU \ \ 97.85 \ a a ; 50.10 s 0.00'
1 \OHU I ' \ SEE NOTE 1 ` _ \
\ ULU
\
\ \ \ \ \ 10' NON EXCLUSIVE \ I V ' So S
° I,
Z \ \ \ PERPETUAL EASEMENT ` \
\� \ \ \ \ \ \ TO PSE PER 20190131000574 \ 1 \ \ ( \ Op n-----------
\ I a. i 20 BSBL
\\ \ \ BEING THE NORTH 10 THE SUBJECT PARCEL \ \ 1 1 I \ \ \\ \�- ---- 91 5 - J
\ \ l \\
W - \ \ \\\ \� \ \ \ \ \ \ \ \ \ \ \\ \ `� 27' BSBL �i / --- \ i
l 00 27' BSBL i
C \ \ \ " 54.2'I i ��
G _ \ \ \ \ \\ \ \ \ \ \ \ PROPOSED Ni \ w 1 \ \
15' PRIVATE STORM l �\ I I
\ \ \ V y\ V y A \ \ FOR THE EXCLUSIVE V l L3 V A ,5' r
USE OF PROPOSED \ �oA �� i o i 1 m
` \ \ ! L'QT 3 "' LOT 2 m'\
LOTS AND RTRACT A \ \ I LOT 1 m
EASEMENT \�\\ T \15� '� 510 `,SF i z 1 4979 ,SF 50.0'
TCHED
-14" MAPLE \\ \ \ \ \ \ \ \ \ (WITHIN HA REA) \ 5I.0 5000 SF
1 \
.14" MAPLE \ \ \ \ \ \ \ \ \� �\ �� L4 i\ . I i I o Aw
iM \
\ \ \ \ \ \ \ ~ \\ \ \ ` \ `�` 100i .0' \ M i o i 100.0' I
\ \ \ \ \ \ \ s \ \ \ \ \ \ \ \ \ \ \ 15' TOP OF SLOPE T i 30" FIR`
BUFFER ~ \ \ \ 19' DRIPL�INE/X
TRACT A �\\ ,
L5 - 20' S_B------� "� �_ _ 0 BSBL
(NATIVE GROWTH - \ �\ ,.0 15.0' ��`eS�-- -- \'
PROTECTION TRACT) \ \ \ \ \ \ \ \ \ \ y 24" FII0 36 \
26, 581 SF \ \ \ \ \ \ \\\L� \ / \ 28' DRIPLINE 20' DR PLINE \
\ \ MALE
14" MAPLE \ 14" MAP
\ \ \ \ \ \ \ \\ \ ` 30" MAPLE \ \ \ 14\ \ P\\ \\ TOP L7 \ `� I
\ \ 1 I \ 321.57' - \ �� 4 17' - 0 00' -
111111117
M a tokfoo
SHORT PEAT NOTES:
1. TRACT A IS FOR NATIVE GROWTH PROTECTION. ALL LOT OWNERS OF THIS
SHORT PLAT WILL HAVE A 1 /3 INTEREST IN SAID TRACT.
2. A NATIVE GROWTH PROTECTION EASEMENT (NGPE) FOR THE AREA
CONTAINED WITHIN THE PROTECTED SLOPES AND ASSOCIATED BUFFERS OVER
TRACT A HAS BEEN RECORDED UNDER RECORDING NO.
3. ANY FUTURE HOME ON PROPOSED LOT 3 TO BE CONSTRUCTED PER THE
DEVELOPMENT STANDARDS IN PLACE AT THE TIME OF BUILDING PERMIT
APPLICATION WITHOUT A VARIANCE OR MODIFICATION.
Abbey Road Group
Land Development
Services Company, LLC
2102 E MAIN AVE, SUITE 109
PUYALLUP, WA 98372
P.O. Box 1224, Puyallup, WA 98371
(253) 435-3699, Fax (253) 446-3159
v�go� o
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49921
I S T ERA\���,
S/oNAL LNt� S
05/27/2021
LINE TABLE
LINE NO.
DISTANCE
BEARING
Li
14.22'
SO4° 12' 31"E
L2
16.07'
S44' 02' 23"E
L3
30.41'
S58° 08' 44"E
L4
37.44'
S48' 52' 10"E
L5
21.24'
S42° 57' 52"E
L6
9.72'
S73° 02' 21"E
L7
20.47'
S38° 32' 54"E
TREE DRIPLINE
(TYPICAL)
Eiji EXISTING
�i\
�\ HOUSE
LOT CALCULATIONS KEYNOTES:
LOT WIDTH / LOT DEPTH MEASUREMENTS PER COR 4-11-120
LOT DEPTH SHALL BE THE HORIZONTAL DISTANCE BETWEEN THE FRONT AND REAR LOT LINES, MEASURED FROM MIDPOINT
TO MIDPOINT, EXCEPT IN THE CASE OF FLAG SHAPED AND IRREGULAR LOTS. FOR IRREGULARLY SHAPED LOTS, THE LOT
DEPTH SHALL BE MEASURED TO THE MIDPOINT OF AN IMAGINARY LINE AT LEAST 15' IN LENGTH LOCATED ENTIRELY WITHIN
THE LOT AND FARTHEST REMOVED AND PARALLEL TO THE FRONT LINE OR ITS TANGENT.
LOT WIDTH SHALL BE MEASURED PERPENDICULAR TO AND AT THE MIDPOINT OF THE LINE USED TO DETERMINE LOT DEPTH.
1
CITY OF RENTON REDLINES 3.18.21
HJ
4/16/2021
GH
SURVEYED:
L. WALKER
2
CITY OF RENTON REDLINES 5.24.21
HJ
5/27/2021
GH
DESIGNED:
J. BROWN
3
CITY OF RENTON REDLINES 7.21.21
HJ
7/27/2021
GH
DRAWN:
H. JASTRZEMBSKI
CHECKED:
J. BROWN
N0.
REVISION
BY
DATE
APPR
APPROVED:
G.HULSMANN
SCALE:
111=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
C TY 0E
RENTON
Planning/Building/Public Works Dept.
i
(OHU
I / \
\ 27.0'
- PROPOSED
20'X52'
INON-EXCLUSIVE
INGRESS AND EGRESS
EASEMENT
I(WITHIN HATCHED
AREA)
I �
THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION. AGENCIES INVOLVED SHALL BE
NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
THE START OF CONSTRUCTION.
CALL BEFORE YOU DIG (811)
WWW.WASH I NGTON811.COM
SS
OHU
OHU
EXISTING SANITARY SEWER
MANHOLE
RIM= 255.91
IE=245.95 8" CONC. (E,W)
IE=245.97 8" CONC. (NW)
LADDER= (S)
\
W
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R-417204
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEI LIN VIEW
1833 NE 12TH ST
RENTON, WA 98056
PRELIMINARY SHORT PLAT PLAN
DATE:
11 /24/2021
PAGE:
SHEET: 4 OF: 19
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