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NOTE: NORTH ACCESS ROAD IMPROVEMENT PLAN AND PROFILE
1. NEW ON -SITE SIDEWALK SHALL BE INSTALLED
PER STANDARD ON SHEET R15
2. NEW ON -SITE CURB AND GUTTER SHALL BE
INSTALLED PER STANDARD ON SHEET R14
- # MATCHLINE -SEE
TYPE 1, X. CB 538
W/ VANED GRATE-
CB#7 TRIGHT FOR
CMP (NE) IE=96.40'
RIM = 96.80 `
_ I CONTINUATION
✓ PROPOSED STORM -LINE -MAY -IT- 1tLCOMR�C IE = 93.75 (12" S) t „ � T ��'
f 6 DI (S) IE = 7.15
: WITH THE EX OW 07 WATER S�/I�T -27 LF 12" CPEP L � � ■ � f�� ■ � ■ � � �q� • � • � • � •
�TFiEIEXISTING V9M-BUILDING TRJ4CT6� -SD 0 0.81% I �12 CMP (W) I -96.45 , ° EX. CB #540
0-POTHOLE--AND DETERMINE IF-tINE-flE 95fM I EX- STRUCT 100.65t ME RIM 100.81'
�0=� BLOC - - - - 98.1 PL. ------------- (ADJ ST TO NEW FG)
E MAY BE E�CIfR _ 11 (N) IE=98.96'
CB#8 TYPE 1, - - .mil .IfvlW CROSI PE
W/ VANED GRATE EX. WMV TO BE
RIM = 97.86 / / >° ADJUSTED TO t \\ REMAI
ON -SITE CU PS SHALL
IE = 93.53 (12„ SE) ACE ; �
P IE = 93.53 12" N / BE INSTALLED "
J.
( ) ACCORDAN SDOT STD. PLAN'
IE 93.53 (12"SW)CB#5 TYPE 1, ,` i ".. CB#2 TYPE 1,
g W/ SOLID LOCKING LID ° 99.88 W/ VANED GRATE
RIM = 98.39 1 I '_ RIM = 11 101.40
Tcb
_ IE = 95.02 (8" S) - - / ; : • IE = 98.52 (12" SQ) 98.4,3
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IE = 95.02 (12" SE)��' / IE = 98-6r2 (12" SW) 9843
11nn ,, EX. WMH 0 BE /
E /IE = 95.02 (12" NW) ADJUSTS
EW GRADE x ..'.:..'.:
1 WMH / :• y y
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ELOCA /P NE 57 ( / \ \\ �„S
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16 LF 12-
SD 0 9.61 %,..
9 LF 8 CPEP \ \ �46 LF 12 CPEP.: I
SD 0 0.50%
9 Aly
2.59Z
102.10t ME ; 1
- _ � W0. - i
} \ \ �i PR-OPOSEDED CD CB#4 TYPE 1, \ 2.31 f ME
-RAM S SHALL / W/ VANED GRATE •° \\ Sc P
I LLED IN RIM -= 99.72 \ - / 103.6� kd b vy
OT D. PLANS / IE - 7.65 (12 NE)9_7.62 CB#3 TYPE 1, e
IE = 97.85 (12" S) 97.67 W/ HERRINGBONE GRATE `\ /
�� ®/ RIM = 4fr1-86101.69
IE = 97.65 (12 NW) 97.62
IE = 98.86 (12,� N)
NORTH ACCESS ROAD PLAN
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QI-�Hq�s 18215 72ND AVENUE SOUTH
m� �2 KENT, WA 98032
(425)251-6222
o (425)251-8782 FAX
2
2�G�r �Q.`' CIVIL ENGINEERING, LAND PLANNING,
/HG ENG\r\� SURVEYING, ENVIRONMENTAL SERVICES
1 "=20' HORIZONTAL
PVI STA:8+82.09 '^=`
PVI ELEV:101.23
K:34.07
-1■�_� _■
97.67
97.62
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LI-1 I REVISED PER ASBUILT DRAWINGS
NO. I REVISION
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SURVEYED:
DESIGNED:
ZT`ly
DRAWN:
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2 16 20
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CHECKED:
AS
BY
DATE
APPR
APPROVED:
AS
N
SEE SHEET R03 FOR
OFF SITE PLAN AND PROFILE
0
i
110
105
100
.E
85
NEW ASPHALT PER ON -SITES
PAVING SECTION. SEE SHEET
NOPY
I VE TH R
ARMACY
/ URB DETAIL. SEE SHEET R5
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MATCHLINE - SEE LEFT
FOR CONTINUATION
LEGEND:
PROPOSED SPOT ELEVATIONS 2
EXISTING CONTOURS 100
PROPOSED CONTOURS ------ 100 ------
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT a
SAWCUT LINE------------------
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IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
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1 "=20' HORIZ NTAL 1 "=5' VERTICAL
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SCALE:
1 "=20'
VERTICAL: 1 1988
HORIZONTAL• 1 1983/1991
CITY OF
%R)
ROAD IMPROVEMENT PLAN AND PROFILE
9/27/19
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FIELDBOOK:
7• RENTON
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
I -'-I
DRAWING NO:
ONE INCH
DATUM
Planning/Building/Public Works Dept.
400 SOUTH 43RD STREET
J
I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
RENTON, WA 98055
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SHEET: OF:
R12 20