HomeMy WebLinkAboutS-417203@ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.
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PI These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
T Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.
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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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
SANITARY SEWER PLAN
1�
0 10 20 40
( IN FEET )
1 inch = 20 ft.
EXISTING cTnPI`Mc'AIN CATCHBASIN
TYPE I EXISTING SANITARY SEWER
RIM- 239.27 MANHOLE -WITH EXTERIOR DROP
RIM= 245.06
-237.62 41 CP (N) 237.5
E= 237.52 12" DI IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP
(E) IE- 237.43 12" DI (SW) IE=229.86 8" CONC. (E)-L
OWER PORTION OF DROP
` \
IE=229.76 8" CONC. (W)
LADDER= (S)
EXISTING STORMDRAIN OUTLET / 1 \ \
NE 12TH SIT EXISTING SPLASH PAD \ \ `'0 W W
(PUBLIC RIGHT OF WAY) i ` \ / 1
O SS SS SS SS : S� I SS S SS SS
GO
O • ; \
OP EXISTING SANITARY SEWER1� \ 1 1 G (IS \ OS \
\ \ I l \ \ C \ \ \ \ MANHOLE a 38.72 oS� \ RIM as
\IE=229.39 (CENTER CHANNEL) 8" CONC. (E,W)\' UI
OHU \ \ 81�U HU ` \ OHU OHU OHU� °� LADS R- (S)`� �H U \OH SD o HU OHS 0 OHU. C1H a 0 U s
� v \ OHU vim\
�\ 218.02' ° a
O U \� 97.85' a d ; 0.00' : s'��
\\ \ \ \ 1 I ~ OHU °HU 0U �OAU \ OVA' \ a ?
l 1 OHO 0
4
U
15. 1 i 20 BSBL------
2 \\ --- --- ° J
27' BSBL i i ---\ 27' BSBL�C-
\ \\ \ \ \ \ \ \ \ \ EXISTING SANITARY SEWER �� \ m"7 o o Qi
STUB BOARD o
1 > \ \ \ \ \ \ \\ \ \ TOP OF BOARD= \ \ \ I l
T AC\ A \ \ \ \ \ \\ . 242.60' \���, �, W OT 2 '° \ LOT 1 Ln
(NATIVE \GROWTH+ \ \ \ \ �� \\\ \ \� \ To \15� '� 510� i o ��, 49 SF 5000 SF
LJJ \ \ \\ \ \\ \ \� \ \„ MAPLE\ \ i \ \ l ( PROTE\TION\TRAC\
\ \ \ \ \ \ \ 14 M� L \ � 6 581 \ \ `� \\ `. CD \ DO � m \ '
\ \ \ \ \� \ \ s \ \ 1 l \ \ \ \ \ \ \ \ \\ \ \15' TOP OF SLOPE T 3 z 0" FIR
1 \ \ \ \ \ \ \ \ \ \\ ~ \ \ \ \ \BUFFER ° 1 \ \ 19' DRIPLINE
w \� \ \\ _ \\ \ \\ \� \ \ \ 1 \ \ \ \ 12" MAPLE \ \ \ \ L5 `� 20' BL ' _ 20'-B _ L
-
V`� 24" FIR
14" MAPLE \ � \ � 36" CEDA
\ \ \ \ \ \ \ 28 RIPLINE \
\ \ \ MAPLE \L6 \ I \ 20' DRIPLINE
� \ \ � � " \ � \
14" MAPLE 14
\ \ \ \ \ \ \ \
\ \ \ \ 14M M P E \ \ \ \ 321.57' \ \ 30" MAPLE \ \ \� \ \ L7 I
44,17' — \ 50.00'
FI :1 I. M EP
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
11/24/2021
CONSTRUCTION NOTES
0 NEW SANITARY SEWER SERVICE PER CITY
STANDARD PLAN 406.1.
\ EXISTING SANITARY SEWER TO REMAIN. EXISTING
SANITARY SEWER MAY BE RE —USED ONLY IF THE
DEVELOPER PROVIDES A CCTV VIDEO OF THE
STUB TO THE CITY AND IF FOUND TO BE
ACCEPTABLE BY THE CITY, THE STUB MUST BE
LINED. IF NOT ACCEPTABLE, DEVELOPER SHALL
INSTALL A NEW SEWER STUB PER COR STD. PLAN
406.1. IF A CLEAN OUT DOES NOT EXIST ONE
SHALL BE INSTALLED AT THE PROPERTY LINE.
O SAWCUT AND PATCH ASPHALT PER CITY OF
RENTON STANDARD.
EXISTING STORMDRAIN CATCHBASIN-
TYPE I WITH SOLID LID
RIM- 257.02
IE=254.37 12" DI (N)
IE= 254.65 8" DI (S)
IE= 254.22 12" DI (W)
TREE DRIPLINE
TYPICAL
EXISTING !i
HOUSE
ii
\ 6" SS CLEANOUT (1' BACK OF PROPERTY LINE)
IE OF STUB AT PROPERTY LINE = 240.50
\5 6" SS CLEANOUT (1' BACK OF PROPERTY LINE)
IE OF STUB AT PROPERTY LINE = 243.00
\6 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.
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
NO.
REVISION
BY
DATE
APPR
APPROVED:
G. HULSMANN
SCALE:
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Aoft C TY 0F
tt®
RENTON
•
Planning/Building/Public Works Dept.
I
W W
- SS \ SS
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
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S-417203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
`Janders 12/20/2021
WASTEWATER UTILITY
JStowell 12/21 /2021
DATE:
MEI LIN VIEW /2
PAGE:
4/2021
1833 NE 12TH ST FIEL B0
RENTON WA 98056
7 DRAWING NO -
SANITARY SEWER PLAN «r.
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