HomeMy WebLinkAboutR-400309d
2 COORDINATE WITH CITY '
FOR INSTALLATION OF
C3.2 HE CURB RAMPS AND
GU AND GUTTER. ..
/ �SE� • THIS SHEET -
R=37.5
A=9 .91'
ARC=64. 4-FT R-
\ \ ARC
SCALE• 1" - 20'
p \ 336.72
SEC. 09, T. 23 N., ,4. 05 E., W.M. /� D 336,26RM LOCATION OF
D ISTING TRAFFIC SIGN 'O /6
/P�(DLE WITH PROP RAMP /
\ 335.54 _ G MAINTAIN EXISTING APS
` 336.01 . 336USH.,DVTTON. REMOVE S D
20 N APS PUSH�� �• a9
BUTTON.335.5
�W
W
336.08--
`4 I, 336 15 ;- W
4 EX BC 335 5q K7 336 03 v 3 � a ' .
•ly��p, - 335.55t ° r �O 1.8% MAX FOR C+ m
.. / .. ._ -. ° °o° \i `' q ALL SLOPES ON ACTO'W TO
SUNSET LN NE a 0°3� 2�\� I z} C_ W CONFIRM FINISHt
Up ELEVATIONS WITH
�ENGINEER PRIOR
" . N TO POURING
�,"� AMP/SIDEWALK..
' 335.60t . - I.
m Y5.62
° 7 33 \ w
CONTRACTOR SHAL0
BREAK WARN NI STRIP Epp„° 335.8g� ��"EXCEED THE MAXIAbd
S "a°ooa° \ 33 SLOPES PER ADA �.1DE
GROW GROW t%? ter^ MUST FLAT. •� ° ° 6.23AER BUTTON THE FINISHED
�e.z -- SLOP WITH �., ° TNANDARb PLA FOR P/SIDEWALK SURFACES
GROW TH AMP (NO 335.8 °° �°-20.10-04 C"f
P USION) 5 N-C.V-
T
CONTRACTOP TO CONFIRM
GUTTER LINE ELEVATIONS
- v`
CD I
II \
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POURING RAMP TO PR IJ,T
WITH NGINEER PRIOR IFII
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PONDING AT BASE OF AMP��
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'SCALE 1`N, 5'
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�EX�BC 336.Of IS�3^'
EX BC •ZS3-66. ---
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TO BE CO ".TRUC \
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KCLS
II LIBRARY
N
I 9 28 2023
BY THE r
CorW
SURVEYOR STAMP FOR AS
—BUILT
18-FT
12.5-FT
VARIES
INFORMATION SHOWN IN RED ON
THIS SHEET ONLY,
,<1.57-
�++�
�_ •
2.0%,
CEMENT CONCRETE SIDEWALK PER SITE PLAN
li
- 0 SUNSET
LANE NE SECTION
AND COSTD PLAN 102. MATCH
G ELEVATIONS, JOINTS AND FINISH
EXISTING
sl
z
R
0
0 z
TO BE CONSTRUCTED
0 9
BY THE CITY
mD
8-FT 10-FT
10-FT
8-FT 14.0-FT 10.0-FTt
am
v 9 '�'9r`o 'O EX TC 34320f I LOCATION AND ELEVATIONS
3
$ ( �0)
- —�
�o0 4
TC 343.66t I
a
0 20 40
60 /
°
EX
�cG
(�Pe
I
LLJJLAN
I
PARKING
°
CNN SITE P
Ck�TE SIDEWALK R102.A
NAN
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/-
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GRADING NOTES
A1001 COR SC PLAN CH
Q HARRINGTON AVE NE SECTION EXISTING ELE TIONS, JOINTS AND FINISH 7T7
z_
z
0
o9R
05T
N
a m
m m
AREA OF THE ENTIRE PROPERTY - 26,313 SF
AREA OF THE WORK = 26,313 SF
w
12.0' VARIES
m
12. ,
VARIES
PLANTINGS AND
EXPORT = 14,000 CY OR 25,515 TONS
o
PLANTINGS AND
AMENDED SOIL PER
FILL - 400 CY OR 750 TONS
v
I
AMENDED SOIL PER
LANDSCAPE PLAN
CUT TO FILL = 400 CY OR 750 TONS
j
I PERVIOUS
LANDSCAPE PLAN
I PERVIOUS e
PROP CURB AND GUTTER.
. FILL SHALL BE A GRAVEL BORROW MATERIAL MEETING WSDOT SPEC
w
0
CONCRETE C3.2
PROP CURB AND GUTTER.
CONCRETE C3.2
\
MATCH EXISTING LOCATION
9-03.14(1)
m¢
SIDEWALK
MATCH EXISTING LOCATION
SIDEWALK
\
SOURCE OF FILL TO BE DETERMINED PRIOR TO START OF CONSTRUCTION.
<2.07.
<2.0-1%
P.
DESTINATION OF EXPORT TO BE DETERMINED PRIOR TO START OF
BLVD NE
CONSTRUCTION
i a
�%
/j
SUNSET BLVD NE
�:_=_-:_._____.=_-___� �\
-----______-\��j\\
EX STING SUNSET
\ •,
SUNSET LANE NE AND HARRINGTON AVE NE CONSTRUCTION BY THE CITY OF
EXISTING RETAINING WALL
EXISTING
EXISTING RETAINING WALL
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RENTON WILL OCCUR DURING THE CONSTRUCTION OF THIS PROJECT.
O1 a
(CUT DOWN PER DEMO PLAN)
DOWN PER DEMO PLAN)
\ �-
CONTRACTOR SHALL COORDINATE ALL DOORWAY AND SIDEWALK GRADES WITH
m
�Ma
SUNSET BLVD
(CUT
N9 SECTION @ SUNSET BLVD NE SECTIO �\
CONTRACTORTHE CITYS T BILITY CODE IS MEET AND ALL
ACCESSIBLE ENTRANCES, VEHICLEENTRANCIES AND DUM SS TER ENTRANCES
N a
o�w
+ \ \ ��
ARE FLUSH WITH PROPOSED CITY SIDEWALK. CONTRACTOR SHALL ALSO
COORDINATE CONSTRUCTION SCHEDULE WITH CITY INSPECTOR.
cP
i<,o
aO(K
SIGNRm BY 1 ; t - OSBORN CONSULTING, INC.
9
03/27/
m, B&JALK S
RDP
SUNSET TERRACE
Z F i
DRA F 1 1800 112th Ave. NE, Suite 220E Ph (425) 451-4009
10
05/W2
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RDP
RDP
DEVELOPMENT - BUILDING 1
11
OS/1 3
R� P llAj�S
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CHECKED Y "'''' " Bellevue, WA. 98004 Fax (425) 451-4901
FP
RENTON, WASHINGTON
a
RDP
NO.
DAI1f
REVISION
BY
Know what's below.
Call before you dig.
R-400309 111�V16/23
CONSTRUCTION SET Ja9y 1 DATE
10-110031 11-21-2017
SCALE SHEET
GRADING PLAN H: 1 "=20' v. N/A C2.0 °f C4.3