HomeMy WebLinkAboutR-417209@ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.
(V These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
j� 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
i agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.
0
w
\W
Z
J
LU
5
SAWC
EXISTING
A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 08, N
TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
GRADING PLAN
EXISTING SANITARY SEWER -
MHivHOLE-WITH EXTERIOR DROP
RIM= 245.06
0 10 20 40
( IN FEET )
1 inch = 20 ft.
7VICTINI(- STORMDRAIN CATCHBASIN
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
it- Zl)i.DZ iL UI IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP TYPE I WITH SOLID LID
IE= �7.43 12" DI (S,.• RIM= 257.02
IE=229.86 8" CONC. (E)-LOWER PORTION OF DROP It=L46.54 4 CNN �Iv)
IE= 246.13 12" DI E IE=254.37 12" DI (N)
r IE=229.76 8" GONG. (W) ( )
LADDER= (S) IE= 245.78 12" DI (W) IE= 254.65 8" DI (S)
IE= 254.22 12" DI (W)
EXISTING STOR DRAIN OUTLET
\-`233.16 12" DI (NE)\ SID �S SD SID �� SD
NE 12TH ST \ a N
\ l \ \ \\ \ EXISTING SPLASH PAD S �o W v W W� W W W W W W W W
1 1 \ I \ (PUBLIC RIGHT OF WAY) ` _ /
N89` 33' 18"W(SECT ON LINE) 2648.94'(CALC) \ \ SS SS S SS S SSA SS SS
92 75 - �- - l - - +3s6s+40 0+50 +60 +70 0+80 0 90S 1 2 �5 1+75 2�+39+35+ ss ss
I 1 ) \ I \ \ \ \ \ 0+00 S \ 39.04' 41 .90 L 1+00
-\ EXISTING SANITARY SEW \ ( 2+ 1 2+50
MANHOLE 1 1 - 39.093 \ \ �2 R 50 4 '
\ 1 ( I \ \ RIM= 238.7\\ 1 IS r'� \ 4 7
\ 1 \ 1 < IE=229.39 (CENTER CHANNEL 8" GONG. (E,W) OS \ C] 0 43.07.
44 4 5 50.20
) LADDER= (S)°.; a
\ \ \ \ \ \ \ \ HU1 9.31 1 4 4 s _ 1 \ A 251Q\250.77
` I \ OL \ @I�U HU ` \ OHU -\ 0HU OHU� ~ 01�\ OHU \ \ \OyU -E) U /\OH 97 41.15 _ °.0 U OHU... 1. ,. n °
v- \ \ OHUI� \ 250.881 OHU
415.87' 84' 4 4 7 .0 4
85.0\EED\ \ \ 1 \ \_ f 218.02' _ -
\ U � Ott \ \ \ � OHU \� ' 97.85 a a 50.0o s'°�4 :�
\ \ \ I \ OHU OH ��IU (OH►UN 0 �� \ \ ° 1 \ �\ a s 249 ) REITAIINING WALL
\ \ 1 \ U\U \ 9 c, \ ° a \ 4
FENCE,ITH VARYING HEIGHT WOOD
l 1 I I j
41.07 °. 47. 0' \ 248_ I CORNER OF WALL IS 0.58'
1
15. D \ N 4 STUB BEWRD a a 214
0----------- DEED CORNER
_ , EASTERLY OF CALCULATED
TOP OF _ s415.2
I 20 BSBL t�-27.0'
EXISTING SLOPE ��� 0�-0A --- 7Z- 46.2
4� \ L2� -\ ----7476U 42J26-- ------ ---245 �46i2' 24> i I ti
l o 27' BSBL 27' BSBL I ��
\ ` I 1
ID
\\ \\ \ \ \1 \ \ w \o� / ( I I \\\\\ 2\ \u \\\24I L3 .00
o \ r015
\ \ 34\ LOT 3 \� LOT o
o \ \ \ \\ \ \ \ \ 1 l \ \ \ \ \2;\272�\ \\\\ \� -\ , \15� 5103 SF �' ' 4979 SF 77 LOT 1 �, Z
\ \ \\ I ` 1 \ \ 0 I I ' 5000 SF I EXISTING 6" CONC.
_z \ \\� \ \ \4 MAP_[ \ I \ \ \ \ \ \ ` \ \ \�0 2�g \ ` \\ \\\ \ �\ �\ �� \ \ \ '�` i j I i o I RETAINING WALL
L \ \ \ 6 I o i mr i -WITH VARYING HEIGHT WOOD
ti� \ \ \ \ \ \ \ \ \ ��\ \ \ \ \\ \\ \� \ L4` i \ �`�I I z i / u' i o i m2�A A \ EX TING 6' i .% FENCE.
CHAI K FEINCE
15' TOP OF SLOPE 30" FIR i \
\ \ \ \ \ \\ \\ \ \ 1 \ ~ \ \ �1g8� - \ \ \ \ \\ \ `� BUFFER \ \ \ \ 19' DRIPLINE B� , i X -+' �A i , X
TRACT A \ \ \ �� >F \
94\�\ I I l
/-i L5 ' - -- 20' BL----- I I r- --- ------
386' 6, 0 \ w '� 1so ` (NATIVE GROWTH \ 20' B L
\\ \ \ \ \ \ \ \ r--- �- -1--�
S252" S� SQ S6 Sg 6� 6� 6Q 66 O o 6 cP EXISTING 6" CONC.
\ �� \\ \ \ \ . PROTECTION TRACT) \ \ --- �� 24" FIR \ ,
`\ / `14" MAPLE Q� 36" CEDA RETAINING WALL
26,581 SI- \ \ \ \ \ \ \ \ \ 6 S \ WITH VARYING HEIGHT WOOD
APLE\ \ 14" MAPI \ \ \ \ \ \ L6 \ ` �9\ �Q 2b RIPLINE i \ 20' DRIPLINE
\ � � 14" MAPLE \ d? � FENCE.
\ \ 1 \ 4"4M M P E \ \ \ \ _ 30" MAPLE
L7 \ `�`\ O \ 1 OND WFOWALL IS F CALCULOATED BY
�77 \ 321.57' \ \ \ - \ I `� 44.17' - 50.00' -
\ \ ^ DEED CORNER
EXISTING 6" WOOD �
L L \ \ \ FENCE ANGLE POINT / EXISTING 6" WOOD
\ 1 L \ \ \ )\ \ \ 1 1.0' NORTHERLY L FENCE
OF CALCULATED DEED
LINE TREE DRIPLINE
ii (TYPICAL)
�ulcTlNlr_ i��
ROAD
(CSTC 9-03.9(3)) PER WSDOT STANDARD ON SHEET 10
SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR
SECT ON A- A (SEE SH T. 18)
NOT TO SCALE
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
1
2
� �792IV 3
��GISTER��
�SSIONAL �
11/24/2021 N0.
ROW
?" TOP COURSE
IF GRAVEL BASE COURSE
SHARED DR VEWAYZH AM M ER HEAD SECTION
NOT TO SCALE
0.5' DEPRESSED CURB
I. DETAIL 102 CURB AND GUTTER 6" WING TYPE
f __T
DRIVEWAY APPROACH 8, 0'
SIDEWALK
LANDSCAPING
LANDSCAPING
�15.0'�
T_
5.0'
t
DR VEWAY ENTRANCE LOT 3
SEE CITY OF RENTON
STANDARD DETAIL STD.
PLAN-1 04.2
CONSTRUCTION NOTES:
0 PRIVATE DRIVEWAY.
0 PROPOSED EVA TURNAROUND/JOINT USE
DRIVEWAY. NO PARKING SIGNAGE REQUIRED.
MATCH EX. SIDEWALK ELEVATIONS. SEE
SHEET 10 FOR SIDEWALK DETAIL.
® SEE SHEET 10 FOR RAMP DETAIL.
05 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.
ITY OF RENTON REDLINES 3.18.21
HJ
4/16/2021
GH
SURVEYED:
L. WALKER
SCALE:
111
= 201
ITY OF RENTON REDLINES 5.24.21
HJ
5/27/2021
GH
DESIGNED:
J. BROWN
ITY OF RENTON REDLINES 7.21.21
HJ
7/27/2021
GH
DRAWN:
H. JASTRZEMBSKI
ONE INCH
CHECKED:
J. BROWN
AT FULL SCALE
IF NOT ONE INCH
REVISION
BY
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
G. HULSMANN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATU M
Planning/Building/Public Works Dept.
i cf)
SID
127.04'
EXISTING SANITARY SEWER
MANHOLE
RIM= 255.91
IE=245.95 8" GONG. (E,W)
IE=245.97 8" GONG. (NW)
LADDER- (S)
OHU OHU
DR VEWAY ENTRANCE LOT 1 &2
SEE CITY OF RENTON
STANDARD DETAIL STD.
PLAN 1 04.4
9
R-417209
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
NJanders 12/20/2021
MEI LIN VIEW
1833 NE 12TH ST
RENTON, WA 98056
GRADING PLAN
11 /24/2021
FIELDBOOK:
PAGE:
DRAWING NO:
9 19
T
U
H
I�
N
a
J