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FOUND 1/2" REBAR Ar CAP STAMPED 1S
CIL OF RD \I a I \ \\ \\ J / // 11111\\\ II / / \ 1 180"x 0.2' W,
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DEED REG N0, 1035005 I \ \\ \ I I \ \ I I I I 1
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3 R \312.31}.
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I -06'38'45 4, 3 \ _ ( \ \ ! I I N 235
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AARcCwTEcs PLANS\
ICYC I I I \ \ J59j5 /
"n 0Mf � -�\/I I -BUILT THAT ME LO EMM AND ELEbtPONS
scN SHOWN ON ME
IAS -BUILT PLANS FOR 180ACYR®17IAY SIGNED BY BRGN
K&AB ARE RASES ON FELT SURVEY LD WNS AND ELEVATIONS
2CONPIETED BY PACWCOAMURVEYS, BYC4 IN JULY AND
AUGUST OF 2017 AND PRODDED TO IECO FOR FINAL PUN
PREPARAWN.
R. 4.5'
DEDICAAON V I _ / 12'-d
TO THE CITr q� -^— 6•-M \_ /\ \ •_li — 6-M. "* " e,
806 SF
I BM I
EGON 54" - SS
LE. B• PVC N.34.2)'
LE. B• PVC 5=34.1)'
IMENCROACHMEM
Know what's below.
Call before you dig.
UNWYCONFUCTNOTE.•
CAOT/ON.•
ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL ERISTING UTILINES WHETHER SHOWN INA THESE
PUNS OR NOT, BY POMOLJW ME ORGIRES AND SURVEYING ME HORIZONTAL
AND VERRCAL LOCATION PRIOR TO CONSTRUCTION. MIS AND THEN SHALL
INCLUDE CALLING URLIIY LOCATE 0 1-800-424-5555 PoTHOLLNG ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW URLTY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT COWJCTS EXIST LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMARON AND ARE SUBIECT TO VARNRON IF COWJCTS SHOULD OCCUR,
ME CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCRON.
-----50
FOUND 1/2 REBAR & CAP STAMPEDE
"LS 40016 16898" 1
04 NW X 02'W \\\ 14"-y- \
I / I
I /
BLOCK WALL (2' HIGH)
lwvv 21 MAN.
DRAIN
4.1 SLOPE (SEE PLUMBING PUN
SLOPE FOR PIPE OETN)
4' PVC DPNN PIPE 1% IS 4' THICK CONCRETE PATIO
BLOCK WALL (IS' HIGH)
1 SEMWAA
NOT TO SCALE
R-382032 AS BUILT
CUT: 40,000 Cu.Yds
FILL: 10,000 Cu.Yds
(GRADING OUANRRES WERE CALCULATED USING THE LAND
DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT
ACCOUNT FOR SOIL SWELLING AND SHRINKAGE)
NOTE.'
I. ANY SOIL REMOVED FROM ME SITE MUST BE HAULED TO A CITY
APPROVED SITE
2. BEFORE CONSTRUCTION ACCEPTANCE SY ME CITY, ME APPLICANT
SHALL ESTABLISHED A PERMANENT VEGETATIVE GROUND COVER.
=OFRENWN
APPROVBDBY DATE:
APPROVEDRY; DATE:
APPROVEDBY: DA7B:
INSIGHT ENGINEERING CO.
1
1N0 BUILDING REVIEW
BRK
19 2015
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N
RENTON WA 98056
TAX ACCOUNT NO'S: 3344500007
PERMUNO: U15002518
I
BOLDING PERMIT SUBMITTAL
&%(
o4 -OB -2015
REY NO
DESCRIPTION
INRIALB
DATE
R.
°i AS"
SE 19, SW 114, SEC. as, x23 K.., &05Rx WX
LEGACYRENTON
12-15-2017
SHE
GRADING PLAN C3,0