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FOR
UW MEDICINE VALLEY MEDICAL CENTER
1 =30
NORTH GARAGE EXPANSION
W=-== =m�::
0 15 30 60
-RECORD DRA WING
/ 41
u -66-
LANDSCAP AR
BY WATER - - _\OMPANY -�
COMPANY I I - � �/ � � I � BY\� \ S D � \
I_ �� I I \\\ �ONTRENCH nRAIN \\ \ \ \ \ �\ �\ ORDINARY HIGH WATER MARK
, NGG � ��� � � -°- � .I�. DRAIN PIPE •\ � � � \\� �\ � \
LINE OF BUFFERING AVERAGE1�1VECN_ T �-
LINE OF I \ I I °°
` STANDARD I I I I > I� I oo • �-� co
BUFFER `• _ ... \ \ \ \ \ \ \ 1 O
\- u G ANERACE,,89.87 FL
LANDSCAPE AREA A < . ��- 0.37 TIC i D�WDE A EA
BY WATERSHED COMPANY --- i \BYNATERSNED PP \ \ \
/ 88.80 AT D00 ° \ \ \
GRAVEL 89.87 FL , - /-...\ -- 1 STiA� UFF` \\\� \
BSBL - - - ®LVL 3 90.37 TIC
89.87 FL I =90.
AVEMENT 90.37 TIC FH =89.53
A 89.00 A i - 82
TW \ \ JII I
Ml
LEGEND:
2
PROPOSED SPOT ELEVATIONS
EXISTING CONTOURS
100
PROPOSED CONTOURS
------100 ------
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED PERVIOUS CONCRETE
PAVEMENT
PROPOSED PERVIOUS CONCRETE
x
PAVEMENT
PROPOSED HANDRAIL
SAWCUT LINE
------------------
PROPERTY LINE
89.87 FL 1 2 57L r 88.97 X RE
. T�F�ES�TO MAIN
GRAVEL 90.37 TIC i ►
0 LVL 3 i ► `� \\� ` /
PARKING GARAGESTORM o
I : ` EXPANSION DETENTION VAULT 89.87 FLW S E
/ . I� M W D
ki6'x24'X9.5 D� 90.37 TIC c 5 i i 1 COMPA
I MIN TOPE_-9A
LEVEL 4 FF - 78.33 MAX W.& E_-6b 89.50 1 / -, I P-
STATIC W�8.-7&0 I SECTION A -A. /
LEVEL 8 FF - 120.33 BOTTOM VAULT E_-77,5 89.90 i I i WrB�< 7 ° �® LINE OF • /
98 \
1 "=2' 9 \,��, `��, 98_ BUFFERING / EXISTING BULDING
EXISTING ' �.: NEW CROSSWALK X �\ �� AVERAGE / SNOWMELT
PARKING `:� 89.90 . 4T----__ _ /�J MANIFOLD ROOM 99.0 � II �
809-90 .:. UNDER RAMP. RE -STRIPE -
•5 C. SIDEWALK / PARKING FOR ADA
GARAGE 120.33 ®LVL 8 8 LAB FF =94.12 AND VAN STALLS. 98.84 III II I
< I .�. i - I I g... ` ��.� NSTALL SIGNAGE >> 98.34
TOP OF RAMP 2%
N AWAY FROM BUILDING - _ - I 92.3 92.48 94.129���� 98 A
w I 90.40 R ELINE ► I �'? 98.29 I
89.87 - - ► I ADA R�MP 94.1 g .:.. ;
6 W/ H DRAIL 94.12 7. 8.54f M II.
� 90.37 TIC I i � ''�„� ... �,1: -.
MIN 90.24 I 89.57 92.73/� \ r f 1�O 02% I I I
° MAX B 1 89.83 FL I I NEW ASPHALT II I
a AC PAVEMENT a=1:� p _
A n 89.78 F 1,9� 8 I DETAILESHFETRC6 I I I
1 IV
90.06 � � I i 97.87o
CONCRETE <a •�I j - -- I 90.43 I I I ' r� NEW CROSSWALK
4 SIDEWALK ----,I I
SIDEWALK _10466 NEW TRENCH -RAIN iGE
r III
89.60 F i o► ► / I RIM=97.87
i
89.96 i °' rn ° I 98.06f ME NSTALL P MANENT GATE A
DUMPSTER/COMPACTOR 61_,, i ,8 llvm Of MP
SECTION B-B •: co
ON CONCRETE PAD PER"�s A SEE SEPA CONDITION N0� 4
DETAIL SHEET 6.1 e i �
89.70 FL
SDMH � - -
•
I :•AF CON CURB -
I vo- PVC (NE) IE=61.05' 89.63 TIC L-RIML d PROPERTY LINE
III -NEW PERVIOUSC
CONC. WALK
1*1
/ GRIND AND OVERLAY EX.
PAVEMENT AFTER CONSTRUCTION
OF ALL UTILITIES.
/ SSMH #108
RIM=73.50'
( / 8" PVC (NE,NW)(SE(R))
C.O.C.=61.50'
EXISTING BUILDING
NEW TRENCH
DRAIN
RIM=79.37
78.33
78.33
11`1 a
;M�Ll Iffi, ME; i i �21 WIN -m
REMOVE AND REPLACE
EXISTING DIVEWAY PER
COR STD. PLAN 104.1.
REPLACE CURB AND
SIDEWALK TO NEAREST
JOINT PER COR STD.
PLANS 101 AND 102.
-TRENCH AND STREET RESTORATION
IN TALBOT ROAD S. SHALL COMPLY
WITH THE CITY'S TRENCH
RESTORATION AND STREET OVERLAY
REQUIREMENTS. OVERLAY LIMITS
SHOWN ARE APPROXIMATE AND MAY
CHANGE AT THE DISCRETION OF
THE SITE INSPECTOR.
P 4.
EX. STAIRS W/ RAIL I PER D IL I a•I CB I � I
.oq
89.63 EXISTING BUILDING
89.77 NEW 80 LF TRENCH DRAIN FF-89.9
ss.NOTE-
ss
II Q
89.67 CONNECT EX. FOOTING /l I f I I
DRAIN TO NEW STORM II 1. ALL CURB RAMPS SHALL CONFORM TO WSDOT
(STANDARD PLAN F-40.15-03 ON SHEET C6.3.
- 87± - 2PARKING SIGNAGE AND FIRE LANE STRIPING SHALL
- I I I I I ` II IB*E INSPECTED IN THE FIELD BY THE FIRE INSPECTOR
85.24 i- N CONIC. SIDEWALK I(DPRIOR TO PERMIT CLOSE OUT.
_ _ ► 3. GATE AT THE BOTTOM OF THE RAMP FROM LEVEL 8
=Z -� - - SHALL REMAIN CLOSED AND OUT OF OPERATION UNTIL
LiJ I I 3 3 If THE NEW TRAFFIC SIGNAL AT THE TABLOT ROAD S AND
Weiy1I II III THE SITE ACCESS ROAD IS OPERATIONAL.
I I
1.
NEV�CROS W /
SDMH #532
RIM=77.46'
EX. 30" CM
P E) IE=68.76' \ \
-- /
EX. 12 IE=73.66
,•;'Y. / / EX. 30" CMP (NW) IE=68.36'
NEW 15� PV E) IE 69.61�
\
30* SD-
4 REWSED PER AS -BUILT CONDITIONS
CP-02
ADDENDUM #2
NO. I REVISION
SAS
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3/13/2019
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P EX. II 1 I APPROVED FOR CONSTRUCTION
II I SUBJECT TO ERRORS AND OMISSIONS
II 3 I
/ l\ (D I I
1 / - II I BY: DATE.
l
J - GRIND AND OVERLAY EX. \ \ I
PAVEMENT AFTER CONSTRUCTION
OF ALL UTILITIES. - \ II I I BY: DATE:
BY: DATE: o
BY: DATE:
If
\
SURVEYED:
BCE
SCALE:
J
1 ��=30'
VERTICAL: NAND 83/1
HORIZONTAL: NAD 1983/1991
DATUM
• CITY OF
UR
RENTON
Planning/Building/Public Works Dept.
GRADING PLAN
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055
DATE:
/ i 2019
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09113117
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I7.7
DESIGNED:
ZTw
ZTW
02/24/17
AS
FIEO BOOKS
PAGE:
ZTW
01/30/17
AS
DRAWN:
ONE INCH
DRAWING NO:
ZTW
11/04/16
AS
CHECKED:
AS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
AS
SHEET: OF:
C4 24
R-393706