HomeMy WebLinkAboutR-417218@ 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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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
FRONTAGE IMPROVEMENT PLAN
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\ SAWCUT EXISTING PAVEMENT \
\ SS SS SS SS SS SS S - cS �S SS SS -� SS
0+50 0+60 0+70 0+80 0+90 1+25 1 0 1+75 �
\ 1+00 EX. ASPHALT WEDGE CURB
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1r THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION. AGENCIES INVOLVED SHALL BE
0 5 10 20 NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
THE START OF CONSTRUCTION.
( IN FEET) CALL BEFORE YOU DIG (811)
1 inch = 10 ft.
WWW.WASH I NGTON811.COM
6" ST IRON WATER MAIN
SD SD - SD -- -
- W W W W W W
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3 \
-A '(SEE SHEET 9) ss \ 3 ss ss -ems
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_ ROAD CL
2+00 \ 2+50
�- Top w \ '50.
2 TO 10 249'
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R 45' as 1 3 In a 5 a a a 8 a a s Q Q
31 14 15 a
944
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OH 9 97 NU 41.15 HU ° OHU 6 OHU OH a j OHU a ..OFF}. OHU� 0HU OH OHU a OH � OH�J.
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47
7.85' •_
\ o a 50.00' I as 50.00'
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PROPOSED GUTTER ELEVATION (TYP.)
1 +00 2+00
,A a
3 � /
0 250.77'
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50.51
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3 �50.88�
11 0
0+2 .00 0+5 .00 0+7 .00 1+2 .00 1+5 .00 1+7 .00 A 2+2 .00
EXISTING GRADE - - - -
AT ROAD CENTERLINE _ - - - - MATCH EX. CURB FL
STA: 2+29.80
ELEV: 250.20
PROPOSE GRADE
T CURB
W
0
'.1
150
140
0+25 0+50 0+75 1+25 1+50 1+75 2+25 2 30
U+UU
NE 12TH ST
CENTERLINE PROFILE
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 5'
CONSTRUCTION NOTES:
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EXISTING STORM DRAIN OUTLET
\ 64 LF - 12" PVC , S = 5.15%
W/ ROCK OUTFALL PROTECTION. SEE FIG. 4.2.2.A ON
SHEET 13.
5 48" FLOW SPLITTER - SEE DETAIL SHEET C4.02
IE - 233.20 12" D.I. SD (SE) (PUBLIC)
W/ ROUND FRAME AND COVER
IE = 233.16 12" D.I. (NE) (PUBLIC)
STA:1+04.87 , 19.75' RT
\34
LF-12" D.I., S=3.82% (PUBLIC)
RIM = 243.25
THIS PIPE AND ALL STORMWATER COMPONENTS
IE = 237.80 12" DI (SW)
UPSTREAM ARE PUBLIC.
OUTLET 1 - SOUTH
\
CATCH BASIN, TYPE 2 - 48" W/ VANED GRATE
STANDPIPE 12" CMP RISER
IE TO TANK= 237.80 12" PVC
(S)
STA: 0+41.50 , 11.50' RT
ORIFICE: 1.59" , IE = 235.80
RIM = 239.09
OVERFLOW (TOP OF RISER) IE
= 241.30
IE = 234.50 12" D.I. (W)
OUTLET 2 - WEST
IE = 235.09 12" PVC (E)
STANDPIPE 12" CMP RISER
IE = 234.50 12" PVC (SE)
IE BYPASS = 237.80 12" PVC
(W)
ORIFICE: 1.63" , ELV 235.80
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
RFTP F R
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5' SIDEWALK PER CITY STD. DETAIL 102 ON SHEET 10. 15
40 LF - 12" D.I. , S = 0.50%
\
DRIVEWAY. SEE DETAILS ON SHEET 9.
16
191 LF - 12" PVC , S = 6.09%
1 Q
MATCH EXISTING SIDEWALK ELEVATIONS. SEE
SIDEWALK DETAIL ON SHEET 10.
1 7
CATCH BASIN, TYPE 1 W/ VANED GRATE
STA: 2+32.57 , 11.15' RT
11
EXISTING OVERHEAD UTILITIES, EXCEPT FOR
RIM = 250.73
TRANSMISSION LINES, SHALL BE INSTALLED
IE = 246.73 12" PVC (W)
UNDERGROUND BETWEEN POLES. A SEPARATE
®
LIMITS OF PAVEMENT REPLACEMENT.
FRANCHISE PERMIT IS REQUIRED TO BE OBTAINED
BY
FRANCHISEES RELOCATING THE UTILITIES.
12
UTILITIES TO NEW LOTS SHALL BE INSTALLED
UNDERGROUND.
13
SEE CURB RAMP DETAIL ON SHEET 10.
14
CATCH BASIN, TYPE 1 W/ VANED GRATE
STA: 0+64.85 , 25.49' RT
RIM = 239.98
IE = 238.00 12" D.I. (E)
4/16/2021
GH
SURVEYED:
L. WALKER
SCALE
III=
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
C T Y OF
DESIGNED:
J. BROWN
5/27/2021
GH
1 10'
7/27/2021
GH
DATUM
RENTON
DRAWN:
H. JASTRZEMBSKI
ONE INCH
CHECKED:
J. BROWN
AT FULL SCALE LE
IF NOT ONE INCH
Planning/Building/Public Public Works De.
7 g/ Dept.
F
APPROVED:
BY
DATE
APPR
SCALE ACCORDINGLY
G.HULSMANN
2+50
ROW
R-417214
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
NJanders 12/20/2021
MEI LIN VIEW 1/24/2021
1833 NE 12TH ST FIEL
PAGE:
RENTON WA 98056
f DRAWING N0:
RONTAGE IMPROVEMENT PLANI SHEET: 18 OF: 19
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