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ROAD IMPROVEMENT PLAN AND PROFILE
EX. CB TO BE REPLACED WITH
A TYPE 2-48' STRUCTURE RECORD DRA WING
W/SOLID LOCKNG LID
1 � EX. POWER OLE 1 \ R.R. WARNING rr 1
ADJUST RI TO W/LUMINAIRE LIGHT POLE
NEW FINISH G E
El = EX. SSMH
RIM=35.74
C:1 EX. CB TYPE 1 ° IE=29.38 (8" E, S)
_ W/SOLID LOCKING LID m ADJUST RIM TO
1. �X. POWER POLE GUY POLE NEW FINISH GRADE
`� RIM = 3¢3 . ao EX. SSMH - FND CO SOE
30. E) IE _ -s.. l E . R.R. SIGNAL I (2) GAS VALVES RIM=40.75
.331c- (8" S) 1 I _ IL 334.27, (8" N) EX. SDMH
EX. ROW (MARCH 2 00)
EX. CB � RIM=43.23
a E = 30.33 8� N) p p ,. 70� EX� PHALT EDGE \ IE-34.17' (8" S) IE=41.23' (12" NE)
2 - ) IE=32.98' (12" S, E) EX. CB EX. POWER POLE W/
-CBAkcmlE / E / STA: 1 +69.9'7 / RIM=44.00 LUMINAIRE & TRANSF017Iu`
16.G - OFF: 6.98' R T- IE=42.00' (12" SW) 15+0000' _
- _ I C .17E ME - IE=42.33' (8" NE) _
EX DMH r7 _ EN NEW ASPHALT PAVE ENT
33.54t ME ' ° i 3 . " E M CH T EX. EDGE OF PAVE ENT _
33.61 f ME ►� ° ° °��� o 1 +00 35.29t M o RIM- LID L035 97 LID A SHINGTON L T -D N. y
CB i6 TYPE 1 ° �33.99f ME � IE �(12" NE, +00 .75t ME 39.83E ME = 32'.2 29 ' Rad= 5 .70 Ar
W/STANDARD GRATE ° 32 �, (o - 38. D i
' ���� #� LF 8 D.I. N
RIM = 33-��33.45 � � „ � - - � o � � � � <40)d
SD ®�50 0.31 1-Er LF 1 CPEP , , 39.39�ME 6
IE = 32.12 (8 N)31 s -- 36.51 E - , 6 4 41_ _ d )d
---------- -- 37.76E ME , - ---- -
-- --- --J L----�- -- w= - =all.- =-v---------- ---- - _ _ o " cH „d ad=1544.70' ( 291
1 t ME 35.10E M 1 49"
4 �1
oFF: 4'
° . ° EW CURB "
QS a, 31E ° a: V' v ° AN . GUnF,� . e C
7O (IS � , < � �� < " CHO)d . _ D) C� 0 � v a v° ° .v .' .v°�• � ° D �4, Q.
.a sv
p °. o ° z 0)d ° � ID ALK /
F1'2 ,y s R7... .
/gyp aa yp� .. ° •, •; _�(/i=} �+
' CB *7 TYPE1 .0 a .° •0 '• ° •.v °v.J /L•J�'• °za
r ss ! / EX J EW
7 ° s'
W/STANDARD GRA E 26 LF 8 D.I. SD 0 838
ti�c,�1'S RIM = 3375-33. 64-o CB #6 TYPE 1, 4. 5390
.• a <,>
IE = 31.9-1- (8" N*.53 REVISED °
IE = 3�1- (8" S)3 .55 W�t� LOCKING LID 1L °
/AIM - 34$635 J8 HYD ON
EX. CB�/y� TYPE 1 I E = 3839 (12" N)30I38 I ❑ .
■wvLRa, „ 16 x EX. SSM
RIM = 32.00 IE = 38.57 (12 SW`�'30.18 / RIM=3 /tom p
( ) IE = 33.23 (6" NE) /=30.62' (8" T 'Fq� 1�EW STORMWATER Jul 60
NEW IE=28.00 12 N '
R OUALITY VAULT o°
° .o GO d .p
EX. IE=28.00 (12" SE) / / = IE=3 . W ate, .°.`. W/SOLID KIpNGp LID 2 LF 12" CPEP SD 0 0.85% �� ° �•° �'< a
L �. °.. °,. a.. RIM �30.9G7
on2
i/ " 1.oLg 2�IGE) MARRIOTT1 J:
/ �EW ADJUpt RIM Tn,rFINISH G .e> . • : IE _ 8 (12 w)RESIDENCE
/
_ 3 F 1 s)31.o8 FF = 42.00 °
,E = 32.83 (6 NE)
LAKE WASHINGTON BLVD. N. ROAD IMPROVEMENT PLAN VIEW
�NOTES�
1. TREES IN THE LANDSCAPED PLANTER ARE NOT SCALE: 1 "=20'
ALLOWED WITHIN 10' OF CATCH BASIN.
2. ROOT BARRIER IS REQUIRED FOR TREES AT THE
PORTION WHERE THE STORMWATER MAIN IS IN THE
LANDSCAPED PLANTER PORTION.
3+7 8
NE51.N j8. R�1 �� / T9 REMAIN
IDE SIDEWALK
r NEW SIDEWALK TO sr-- k6
AONNECTED TO EX!
SIDEWALK ADJA�",
-4W 4' WIDE CQI�C. DRIVEW
(PER C.O.R. STD LAN�4 7 HIGYCHAINLINK FiNCE
HT. C10)
\NSFOR AD /
( ER DETAIL j �SHT. 09)-- /
PAVEMENT RT.
__T
_
24'
WiNT
:R QUALITY
mnDFI
_ _
-
EX. ED
.
BEGIN NEN
CON
_
-PAVEME
24'
DRNEWAY
EX
GRADE 0
„
/ -
_
-
OUr,
23
BEGIN NEW URB AND
GUTTER
32
� LF 8" D.I.
SD L
-58
-EL=
/
MATCH TO END NEW C
R 41.35
IF 19' C
PE SD 0 +4M
-
MATCH TO EX. EL.=33.41
EX. EDGE OF -
PAVEMENT RT•
26 LF
SD 0
" 15
8 D.I.
40
0.97%
- -
- - - - - - - - - -
--- --
-
-
_
- n
EX. 12 SD - I- - - - - -
CB � TYPE 1
W/STANDARD GATE
11+ 12.87, 26.61 RTSTA = ',
II
I
-----�
CB #% Tim 1
W/STANDARD GRATE CB #6
_ W/$OLD
STAEX.
PROPOSED GRADE 0
NEW CURB FLOW LINE
32 LF 12" CPEP SD ® 0.85%
11 LF 12" CPEP SD @ 8.98%
LJ
PER C.O.R. STD. PLAN
201.00 ON SHEET C11
C�5 TYPE 2-48'
W/STANDARD GRATE
_
-
-
133}32-LF 12" CPEP SD 0 6.59 0.539
1
NG LSD
CB TYPE 1 RIM = 33.45
RIM=32.0f IE = 32.12- (8" N)31.65
EX. IE=28.00 (12" SE)
NEW IE=28.00 (12" NE)
RIM = t3-.75-33.64 STA. _ 11 113^.",
IE = 31.9-1 (8" N)31.53 RIM=3�-8rr
IE = 31 91- (8" S)31.55 IE = 30.50-(12"
IE = 39.57
EX. CB TYPE j IE = 33.23
W/SaJD LOCKING LID
'11.7V, RIT 11+82.22, 31.70 RT
5.38
N)30.38
(12" SW) 30.18
6" NE)
STA. = 13 12.09, 25:17', RT 13+12.67, 25.44' RT
RIM=48-.6 -38.98
IE _ 31.08 (12" NE)
IE _ 5.47 (8" W) 31.08
IE = 31.16 (12" S)31.08
/E = 32.83 (6" NE)
ADJUST RIM
FINISH GRADE
STA = 11-; 69.75, 22:86', 11 +69.96, 22.59' RT
TO NEW �� RIM = 3++&J4.18
IE=-30.28-(12 NE) 30.33
IE _ 178 (8" S)30.33
EX. IE=30.28 (12 N, S,)
IE = 30.33 (8" N) EX. CB TO BE REPLACED WITH
PROPOSED GRADE 0
NEW CURB FLOW LINE
EX. GRADE 0
ROAD CENTERLINEA
CB #4 CIM INLET
STA. = 13+11.97, 18.45', RT
RIM=37-.90-38.18
IE = 35.50 (8" E)
35.54
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CALL BEFORE YOU DIG:
w Lo -.0-Z 1-800-424-5555
LL
11+00 12+00 13+00
LAKE WASHINGTON BLVD. N. ROAD IMPROVEMENT PROFILE VIEW
SCALE: 1 "=20' H. 1 "=5' V.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SAp��E W A Sy,
24661
1 S T
S�ONA L ECG
07/26/2
0
40 C/L
EX. 30'
R/W
VARI
22'
6' 11'
5.5'
0.5'
8' I 8' WIDE
zo
o
o
r
& VARIES TRAVEL LANE
BIKE LANE
NEW L.S. I CONC. WALK
io 0
I w
PLANTER
I�
Z `L'
g 2= 2" GRIND & OVERLAY
VARIES
o Y
o- 0
EX. PAVEMENT TO
3 m
w N CENTERLINE
2 0%
z 0
4.;
_-------------
`•
:...-..
III
-
SAWCUT EXIST. PAVEMENT
-III -III -III-'...'=;..•
MATCH EXIST. ELEVATION
I I
NEW THICK
-III=III III I I
CONC4"SIDEWALK
7" HMA CL. 1/2"
PER C.O.R. STD. PLAN
OVER 6" CSTC
NEW VERT. CONC.
102 ON SHEET C10
25
(MATCH EX. CONDITIONS
CURB &GUTTER
PER C.O.R. STD. PLAN COMPACTED
SUDGRADE
OR BETTER.)
101 ON SHEET C10
LAKE WASHINGTON
BLVD. N.
- TYPICAL STREET SECTION
NOT TO SCALE (PAVEMENT SECTION TO BE VERIFIED BY
GEOTECNICAL CONSULTANT)
20
161
14+50
RENTON HOTEL PERMIT #U15008433
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CONTACT: DAN BALMELLI
AS -BUILT
"CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY
INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 07-26-2019."
SIGNATURE: U G�
CITY OF RENTON
COMMUNITY AND ECONOMIC DEVELOPMENT
ROAD IMPROVEMENT
m 2 PLAN AND PROFILE
MARRIOTT RESIDENCE INN
O / = DESIGNED AS
'A r i DATE 09/14/2015 FILE NO.
S 1��1 j DRAWN M B
G<TiNG ENG%N'(_� CHECKED AS SCALE 1 =20 FIELD BOOK PAGE_
APPROVED C8 20
DIRECTOR of PUBLIC WORKS SHEET OF
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