HomeMy WebLinkAboutR-370007w
z
U
w
a.
a
_ IONG COUNTY PUBLIC
HEALTH CENTER
TH
Ii
TBM #2 ELEV 400.69
RR SPIKE
i
Cl.
�I
I
i
I
1!,
mlim:llmmmll
•1 _.��
> '... �,.�.
__ 17L��A�I • • fI' ° III
3j
:6J 0
\ S
SEE 3:i =I
WOI ROW
= — EX. ROW
\ \�l \1 \I \ \V•
25,837 ADT (2012
CANE 4 aE s:tiR-
NO. I REVISION
SEWER
I o
1 ---a -p Y
/; - -7-- -r —i-I
2 DROPS, 1 L A I
EX. T SEWER IN
NORTH
r-
1 1 1
THE CITY OF RENTON HAS REQUESTED THE R.O.W.
DEDICATION ALONG BENSON DRIVE AS SHOWN ON
THIS PLAN. THIS R.O.W. LINE IS 6 FEET EAST OF
THE LINE PREVIOUSLY REQUESTED BY THE CITY ON
PRIOR PLANS AND HAS CREATED A
NON— CONFORMING BUILDING SETBACK (THE
PROPOSED BUILDING EXCEEDS THE MAXIMUM
BUILDING SETBACK BY APPROXIMATELY 6 FEET)
ALONG BENSON DR.
ZONED: CA
POSED ROW LINE
ROW LINE
CHIROPRACTIC
CLINIC
ZONED: CA
WEST & SON'S
TOWING
R- 310001
IN COMPLIANCE WITH CITY OF RENTON
STANDARDSp/�/
BY: Date"„/
BY Date:
BY: Date:
BY: Date:
SITE LAYOUT LEGEND
CONCRETE
HEAVY DUTY BITUMINOUS PAVEMENT,
CURB & GUTTER
DETAIL A5
CONCRETE TURNED
--------------- ---
DOWN WALKWAY
SEE
SIGN
T
BARRIER FREE RAMP WITH
A28
DETECTABLE WARNING PLATES
SEE
PARKING AREA
A28
STRIPING ISLAND
C3
STANDARD DUTY
D
CONCRETE PAVEMENT
C3
HEAVY DUTY..i•Ti
<a= z+ -sA�'
CONCRETE PAVEMENT
SEE
STANDARD DUTY
D
BITUMINOUS PAVEMENT
C9
HEAVY DUTY
F7777771
BITUMINOUS PAVEMENT
- - -- �.
'�` O1
7
00000000
BRICK PAVERS
000000000
DETAIL
0000000000
TRAFFIC FLOW
C11
TRANSITION FROM NORMAL TO
REVERSE SLOPE GUTTER SECTION
SEE
(5' TRANSITION LENGTH)
C11
1. ALL TEXT & FEATURES SHOWN SCREENED ARE
C28
EXISTING. SEE SURVEY
PLAN FOR MORE
DETAIL
COMPLETE DEPICTION OF
EXISTING IMPROVEMENTS.
C35
2. ALL SITE CONCRETE SHALL BE DESIGNED FOR
SEE
A 28 DAY COMPRESSIVE
STRENGTH OF 3500 PSI.
:1Il11 =6 11F.W6111 a N =VA
A5
HEAVY DUTY BITUMINOUS PAVEMENT,
SEE
DETAIL A5
1 " =30'
A7
STANDARD DUTY BITUMINOUS PAVEMENT,
SEE
DETAIL
A7
A28
BUTT JOINT CONNECTION TO EXISTING PAVEMENT,
SEE
DETAIL
A28
C3
TYPE 1 CONCRETE CURB & GUTTER,
SEE
DETAIL
C3
ET
C4
TYPE 2 CONCRETE CURB & GUTTER,
SEE
DETAIL
C4
GB19l Ka 1PT1 1
N
C9
STANDARD DUTY CONCRETE WALKWAY /PAVEMENT,
SEE
DETAIL
C9
'�` O1
7
C10
CONCRETE TURNED DOWN WALKWAY,
SEE
DETAIL
C10
C11
HEAVY DUTY CONCRETE WALKWAY /PAVEMENT,
SEE
DETAIL
C11
C28
CONCRETE FLUSH TURNED DOWN WALK,
SEE
DETAIL
C28
C35
CONCRETE WALKWAY CONNECTION,
SEE
DETAIL
C35
C36
BARRIER FREE CONCRETE IN -WALK RAMP,
SEE
DETAIL
C36
PARKING DATA
PARKING REQUIREMENTS = 2.5 SPACES /1000 UFA (MIN) =
41
= 5.0 SPACES /1000 UFA (MIN) =
82
USABLE FLOOR AREA = 12,800 SF
DRIVE THRU = 5 SPACES /WINDOW
STACKING PROVIDED
STANDARD PARKING
= 62 SPACES (9'x20')
SPACES PROVIDED
COMPACT PARKING
SPACES PROVIDED = 3 SPACES (9'x16')
VAN ACCESSIBLE PARKING = 2 SPACES (9'x20' &
8'x20'
SPACES PROVIDED WITH 8' STRIPED ISLAND)
BARRIER FREE PARKING = 2 SPACES (9'x20' WITH 5'
SURVEY BY.,
SPACES PROVIDED STRIPED ISLAND)
MM & RILL RNORarEWG R+c
4815 CANZIM STREFT
TOTAL PARKING = 69
TACOMA WA 96409
aJAX
SPACES PROVIDED
(25sj ass -01163
BARRIER FREE NOTES
t ALL PEDESTRIAN FACLJ'TES SHALL CONFORM
TO THE LATEST ADA. STANDARDS.
2- ALL IMPROVEMENTS SHALL BE BOLT TO THE
GRADES AND SLOPES SHOWN ON THE PLANS.
FOR REFERENCE, MAXMUM CROSS SLOPE ON
ALL WALKWAYS AND N ANY DIRECTION N A
BARRIER FREE PARKING SPACE SHALL BE t48,
MAXIMUM LONGITUDNAL SLOPE ON WALKWAYS
SHALL BE 120. MAXIMUM LONGITUDINAL SLOPES
ON CtR}$ RAMPS SHALL BE =
B8lfC ]M&1IK .
All elevations are based on
NAVD 88 datum.
BM #l) Elevation: 400.968'
KC BM 'F8A (350' SE OF
INTERSECTION —
COORDINATES: N:165206.4,
E:1303281.4)
TBM (f2) Elevation: 400.69'
Railroad Spike.
F.F.E. • 100.00 (ARCH.)
= 384AO (CIVIL)
—'SETTS AND HILL
1 " =30'
'•°A �_IwpW1
DATUM
KERN OCONNELL
1501 4m Are, wNe WID
Seaflle. WA 98101 -3655
(206) X38 -2700
VELMEIR RETAIL PHARMACY
LAYOUT PLAN -SITE
03/28/13
@T
'
JV
ET
��
u�cm
/�
C 1 .2
ET
q04/29/13
GB19l Ka 1PT1 1
N
,p pw.a—
f
°n1MA°°°'
BY
APPR
�^
JEV
'�` O1
7