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O 5 VALVE STA_ 25+40.21.•1 nPF ANE �_ REC.N0.20120809000800
_ v CB -T kAULT� VALVE �� CB -R I NEW SID
VALVE BEGIN WITH MATCHING NEW DRIVEWAY WITH POWER. cv NEW DRIVEWAY 3 1
Z 1e-�1 `� FACE OF EXISTING CURB. MAINTAIN 6" FULL - 588'3]'04 7.89' t v"` TYPE CI 0 I 6 LAN E
W W 0 20 40 6o — 9 i NEW PRIVATE ONSITE
CURB HEIGHT _ 10' CUR MINIMUM -- BOTTOM OF t ,- i - - .1
W TER - 3 NEW
DRIVEWAYCCURB TAPER TO EDGE OF LIGHT -Wv SIDEWALK, _ _
8 T �—
POLE E�51D AmCc -
W TAPER NEW S/W TO MATCH <w r - - - e 8 '
w _ _
C MATCH EX. S/W AT NEAREST _ .Gi -' 8 LIG OX 7AN0 - - _ 0 8 ' 0 3 9
w d EXPANSION JOINT "= s9 �, _s -- ----__ __ss _ 8 _ y _ _ 8 - » _ _�--- _ _
u F o 6 99' A 6R VALVE ��.'D'�I�W t9 I W + MH W — W —Cw _— wCBST +33 + - TCH EX w a 2 w WA 8 A(PH
IN _ Wv-- � w`' 3 ' 04" ' 4 2 BEGIN C&CSr7�IF0! aJ
rk
° Q ERNE
WATER /H OR IKEA Q LINER M/ STA: 26+33 ++/- MATCH EX. ROW WATER VALVE STA: 31+57.49
C� - AT NEAREST JOINT cv ER M WATER M/H
R W 25+59 42 8 g 3 r -MATCH E%.
Q-------------- ______ ____ ___________ 4 2 __.. __ ________ __ ______ ______ __ ___ __- -,. 4 2 A;-p�RE�eJgy�-
, _ _ _ - CONSTRUCTION KEYNOTES
W Y25+34 +/- CH EX. � ' 3RDF _ M O CH - 1 NEW PCC PUBLIC SIDEWALK AS PER COR STD PIAN DETAILS
STA AT NEAREST JOINT 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET
42
AT NEAREST JOINT(DQC&G PRINCIPLE ARTERIAL 4 2 BEGIN C&G C2.5
E%5T DRIVEWAY 5 : 2 NEW CURB & GUTTER AS PER C.O.R. STD. PLAN - 101. REPLACE
O AS PER C.O.R. STD. PUN 103 SEE DETAIL SHEET C2.5
y c ONEW PCC DRIVEWAY ENTRANCE AS PER C.O.R. STD. PUNS 104.2
AND 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5.
z SAWCUT AND REPLACE ASPHALT AS PER COR STD PUN 103.
wY
0(D
O MATCH WITH EXISTING CURB GUTTER AND SIDEWALK AT NEAREST
Ey EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION.
V
IF -I W ti O NEW SIDEWALK, ASPHALT
�i 15' POWER EAS
EME VT ve
'n' : 5 EXIST 1 RECN0.7903060824 GV 1 STA: 37+23 +/- M X
'- �_ DRIVEWAY_ NEW SIDEWALK & WATERLINE EASEME Vi NEW DRIVEWAY v NEW SIDEWALK AT NEAREST JOINT 4 2 e (L O LANDSCAPE, SMOOTH SURFACES AND LANDSCAPE INCLUDING
REC.N0.8109020546 TYPE C28 31 11 a q CMN C� 1 m STREET TREES AS PER COR. SEE LANDSCAPE PIANS.
d c
i POWER VAULT o Z
g EXIS7
m ii c - ppo- �WtK VAil[P-� DRIVEWAY -- -- F' O7 EXISTING BUS STOP. 10' WIDE.
o 8 ° LIi ° ° 37'O4'W 1 0.25' O A: OB_ANGLE PT 41
u -- 8*)
-� ° ° ° -. 8 B o0 8 o BUS SIGN o . B Q I GA L
8 Z V 8 FRONTAGE LUMINAIRE AS PER FRONTAGE ILLUMINATION PLANS SHEETS 1-9.
0 20 40 80 F�F 4 2 HYDRANT 8 n STA 35+54 +/ MAT@ X. CB 8 - -- -_ HYDRAN 39.72 D/ -------- ---- RAM O
E W " » AT NEAREST JOINT LIGH )BOX E D� / io is SIGNAL POLE
$ END u&G 4 2 STA 36+35 +/- MATCH EX.
BEGIN C&G LIGHT ST NDARD SIA: SS+99.89 7 EX BUS
4 v u5
_ _ AT NEAREST JOINT 4 2 ONCE
C� _ _STOP r_� _
4 8 WATER 7 8 8 �l3`-8
STA 33+60 NEW BUS m STA 37+88 +/- MATCH EX. I
GENERAL NOTE:
STOP PAD AT NEAREST JOINT
GW a� SIDEWALK EXTENSION 0.30 D
6 SOUTH 180TH STREET 4 2ND c&G
i `•e
ys ' STREET -< i.
E
0
OF TERIFL 5497 RENTON CODE,
SECTION _t_ TRENCH
OSHD
$ 3RD Z_:=40
40+00.0�
SW 4STREET DUIREMENTSTRENCH RESTORATION EITHER A
UND AVENUE SW: 80+00.00 T PATCH OR OVERLAY METHOD, REQUIRED AND INDICATED ON CITY OF
FOUND MONUMEN+-� \ ry RENTON STANDARD PUNS H032,2, H032A AND H033.
3" SURFACE BRASSY IN SIGNAL POLE BASE
STAMPED "F-11' 2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED
TO MATCH FINISH GRADE/RUSH WITH SIDEWALK SURFACE AND WITH NON-SKID
LIDS.
90' R/W
48' D 42'
Jyy. o CITY OF RENTON CITY OF KENT TAPER NEW S/W TO MATCH
8 2 K TOTAL WIDTH VARIES 56'-68' EXPANSION )DIKTAT NEAREST
EX PAVEMENT VARIES VARIES1 5' + -
1• PLANTER 28' VARIES 28' TO 41' OS 0 - 6.5' SIDEWALK
SAWCUT - SEE ES ' I t� i ------10' CUR. MINIMUM - BOTTOM OF -
0.5'
a L -STD PIAN 103_ _EEEEE _ _ _ _ _ _ _ _ J - —' �t R APER TO EDGE OF LIGHT
,o VARIES % I POLE T
4'{ ^ 1O 1- w V. ______�_ _ „_ s =c ___ _ __ =_s_ __ _V_ARIES-r____L_ ____s__--__ � R W.LINE
_ _ V \
_ _ a0 Oj FS EX UND�CAP�
Q6 ' NEW 8 FT WIDE 5" THICK t '
^ EW VERTICAL W ERE S CURB & 2 — �� NE�I18' W
M m CEMENT CONCRETE SIDEWALK. GUTTER WHERE SHOWN ONO `°-- — "— —
U U mLL PLAN. MATCH WITH EXISTING
E - n_
6 39.1 `D/W Br 6 HYDRANT
S NEW LIGHT POLE
NEW LANDSCAPE TO 8 R IN WIDTH SW 43rd STREET N WATER VALVE ^
i MAXIMUM 12 1 SLOPE
Ivor To SCALE STA: 25+40 TO STA: 39+50 ACROSSTAPER.
rc CONCRETE THICKNESS - DWTp080UiHWE8TE3iJ DRIVEWAY PLAN DETAL
ALL AS
b
p STANDARDSR CITY D/W SW 43RD STREET
/ V
20 FT
CITY OF RENTON
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rn n w AS -BUILT IKU PROPERTY INC �EPAFI' MEIJT OF PUBLIC WORKS
m G✓: _ N S. G/?420 ALAN WOOD ROAD
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AS -BUILT DATED: 12-15-2017 SP p AS G9� CONTACT: OUGHT
PA L19428
ATON mQQ' `�k� SW 43RD ST. IMPROVEMENT PLAN
m Z = m A8�1LT NOTE V�F((;/iL DATll6k A• H CONTACT: 01W/i1i E. AAT(X2
i Z m THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 •�� CONSTRUCTION MANAGER
$ O CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RM : R (610) 834-0180; CELL 303-549-4623 IKEA REDEVELOPMENT, RENTON, WA.
O CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MART SYSTEMS. FIELD VERGED INVERT AND APWoved by: Ta
Dote E: DUGH
.Tj O 4 RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 201]. A 52, Q ENGINEER: o O C®ID1J� CFB
v ¢ ~ BEFORE YOU DIG FIETHE E PRIVEY By ATE GSTORSEN CONSULTING M DRAINAGE FACILITIES ENGINEERS
AN0 PUBLIC PRrvN EDWA ER LAND OCTOBER
2017. CITY OF SYSTEMS POINT NO. RENTON
N864 WAS CONTROL
HELD APPLovetl by. Dole Ff f /SI EAE�\.(`v�" 18815 ]2!q AVENUE SEN LTI�THNOKEERNT, y'PG 9 ptAwN pl ODM 6/11/2015 q -e xo. U15001266
O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS MID THE DOCUMENTED FIELD FOR ELEVATION, BEING Approved by. Dote d 'T70NAL EWU �'� WA 98032 4T/p EES oi<eK® d50 scAut I"'a0' rgpgpaK—PAGE_
Z 844 REVISIONS AND FUNCTION AS INTENDED. �F A CONTACT: JAY GRUBB, PE 0 ENGIN
19.488 FEET (NAVD88) roved Dole (IA1 (425)251-6222AHfuAID atEET- 6-2cfA2
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