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CONSTRUCTKNI KEYNOTES:
6' SIGNAL LOOP
1 NEW PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS
102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET
C2.5 LIGHT JBOX -_
O NOT USED I (4) GAS VALVES
\ (2) CAS VALVES I GAS BLOWOFF
OEXISTING SIGNAL CONTROL CABINET TO REMAIN SIGNAL LOOP ------ \\\'(��)) I (2) GAS V�� OWE
OEXISTING CONCRETE WALL TO REMAIN "PHOTO ENFORCED"
RED LIGHT SIGN
(D NOT USED
ONEW SIDEWALK LANDING AT LESS 2% SLOPE,
Oj 6" HEIGHT PEDESTRIAN CURB AS PER WSDOT STD PLAN
F-40.12-02 SEE DETAIL SHEET C2.4
1e=10'
0 5 10 20
GAS VALVE
A=26'17'30' 4`
-EX CURB/GUTTER (3) GAS VALVES R=10.00
L=4.59 4=16'45'25"
LIND AVENUE SW R=39.00
-GAS VALVE L=1 1.41 g
_
.______________ _______ __
_______ _ _____________ MINOR ARTERVL______ -----
GAS BLOWOFF ---�
_ i TOP
!_72� STA: 90+18.85 BREAK ••
\ OFF: 44.50'RTT m .
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ati� + mw—rq 3 �r mb nw --cer ` GAS MIH �.
F: 44.50'RTi OFF: 4 — `♦-_ STA 90+08.39)
-------�� - OFF. 46.50'RTF/
ROW LINE _ .OFF: 45,50'M 1
-------------- OFF: 45.50'RTf GAS VALVE 5A,89+83.39 "505•
______________
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�\ OFF: 46'.�O'RF-
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AS A PART OF
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THIS PROJECT \ \�
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LIND AVE SW / SW41Bt ST INTERSECTION
SIDEWALK DETAIL — CURB RAMP DETAIL
AS -BUILT NOTE;
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST :017. A
BEFORE YOU DIG FIELD
2017.
THE ONUS PRIVABy TE STORM DRAINAGE FACILI CONSULTING ITIES AND UBUC/PRNGINEERS WAS ALSO � WATER AND 5 WDUCTED IN BEF? SYSTEMS
pp44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PVJ4S AND THE DOCUMENTED FIELD
z OII REVISIONS AND FUNCTION AS INTENDED.
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R-10.00
L=5.41
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A=12'02'45'
L/17' SIGNAL POLE ROTTO (
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R=31.00 ✓ BREAK
=6.52 3
r i 41'
RII
R=82.00'
♦` CONTROL CABINET
` C ` 4=10'4549` R--10DO'1fi
R=54.00 7 \\R=10.00'
� L=10.14 .11 b5.52'
O K R
A �EAK `P E TOP
\ RADE
A
3R=t0A0 , BREAK a' �I N89'A92�'IIt 111.04'
LIND AVE SW / SW43RDT INTERSECTK)N
ISDEWALK - CURB RAMP DETAIL
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AS—BUILT
IKEA PROPERTY INC
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420 ALAN WOOD ROAD
AS -&HLT DATED: 12-15-2017
SPy p1 AS 4e
CONSHOHOCKEN, PA 19428
SAI DATII�k
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CONTACT: E. 541TON
CITY OF RENTON, NAVD 88
TO CITY STANDARDS
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caxsTRucnoN MANAGER
P: (610) BN -018 QLL 103-549-4623
Approved by.
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BENCH
CITY OF�IREENNTON CONTROL
Approved by:
Dote
42 SIER�� 4'y�
BARGRAUSEN CONSULTING ENGINEERS
POINT NO. 1864 WAS HELD
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18215 72ND AVENUE SOUTH KENT.
FOR ELEVATION, BEING
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WA 98032
19.488 FEET (NAVD88)
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CONTACT: JAY GRUBB, PE
(425)251-6222
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ry
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CITY OF RENTON
C>EPAIFU T OF PUBLIC WORKS
mP V�N�1 _t�Z LIND AVE. SW CURB RAMPS
µ IKEA REDEVELOPMENT RENTON, WA.
= C�lF3o CFB
4� MlE 6/11/2015 Ii.EIII U15001266
g` aawx N
G`r4NG ENG\NN�p ° ® JSG ea'lP AS SHOWN PBDBOCK PAGE_
^P^�® 6� cTe aGP42
T-384711 R-3847119
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