HomeMy WebLinkAboutP_Taco Bell-Site Plan_170515_v1R/WR/WR/WR/WR/WR/WR/W
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NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES)
w10.1'VASHON CT NEVASHON CT NEww
2' UTILITY EASEMENT
(#20000418000708)10' GAS ANDELECTRIC EASEMENT(#20150410000315)10' UTILITYEASEMENT(#2016040100032310' UTILITY
EASEMENT
(#20160401000323
5' DRAINAGE
FACILITIES EASEMENT
(#20160401000323)
5' DRAINAGE
FACILITIES EASEMENT
(#20160401000323)
P/L
P/LP/LP/LP/LP/L
P/L
2 136547
1
14 STOPDRIVE-THRU22
13 R/WR/WR/WR/WR/WPUBLIC ACCESS
TRAIL EASEMENT
(#20160401000322)
15' MAXIMUM BUILDING SETBACK
15' MINIMUM SETBACK ANDLANDSCAPE SETBACK10' MINIMUM BUILDING
AND LANDSCAPE SETBACK
20' MAXIMUM BUILDING SETBACKAND LANDSCAPE SETBACK24' EMER
G
E
N
C
Y
ACCESS
E
A
S
E
M
E
N
T
(#201604
0
1
0
0
0
3
2
2
)
8.0'
8.0'20.0'16.0'12.0'
24.0'12.0'29.7'±
15.3'10.0'5.0'5.0'12.1'1
7
.
4
'24.0'24.0'11.1'
co
co
g65.3'±28.7'±5.0'
BM #2
11.0'5.0'
J
12.0'
DO
N
O
T
E
N
T
E
R
323.22'
BM #1
CONSTRUCTION KEYNOTES
1
PROPOSED P.C.C. PAVEMENT W/ W.W.F. 6" x 6"-W2.9 x W2.9 (CONTROL JTS. 12'-0" O.C.) OVER CRUSHED AGGREGATE OR
GRAVEL BASE. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT.
PROPOSED LANDSCAPING AREA. ALL DISTURBED AREAS NOT TO BE PAVED OR MULCHED SHALL BE SODDED.
2
5
6
7
3
9
8
16
17
14
15
10
4
11
PROPOSED DIRECTIONAL PAVEMENT MARKINGS - WHITE ON ASPHALT, YELLOW ON CONCRETE PER DETAIL 12, SHEET C-501.
PROPOSED MONUMENT SIGN PER SIGN SUPPLIER SPECIFICATIONS.
19
20
13
12
18
PROPOSED 'DO NOT ENTER' SIGN PER WADOT STANDARDS.
PROPOSED LIGHT POLE LOCATIONS PER PHOTOMETRIC.
LAND USE DATA
AREA
PROVIDED
PARKING SPACES
228
PARKING REQUIREMENTS
1 SPACE PER 75 SF OF DINING AREA
THEREFORE: 581 / 75 = 8 SPACES REQUIRED.
CURRENT ZONING: CA - COMMERCIAL ARTERIAL
AND URBAN DESIGN DISTRICT D
PROPOSED P.C.C. CURB PER DETAIL 1, SHEET C-501.
PROPOSED CURB AT DRIVE THRU PER DETAIL 2, SHEET C-501.
PROPOSED P.C.C. FLUSH WALK PER DETAIL 3, SHEET C-501.
PROPOSED P.C.C. WALK PER DETAIL 4, SHEET C-501.
PROPOSED ADA PARKING SIGN PER DETAIL 8, SHEET C-501.
PROPOSED PAINTED TRANSVERSE STRIPING PER DETAIL 6, SHEET C-501.
PROPOSED PAINTED 4" WIDE SOLID STRIPE - WHITE ON ASPHALT, YELLOW ON CONCRETE.
PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER DETAIL 10, SHEET C-501.
PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 9, SHEET C-501.
REQUIRED PROVIDED
NUMBER OF SPACES
PERCENTAGE
OF SITE AREA
BUILDING
PAVEMENT/IMPERVIOUS
LANDSCAPING
TOTAL 100%0.73 AC.
32%
5%
63%0.46 AC.
0.04 AC.
0.23 AC.
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
TACO BELL
4225 NE 4TH STREET
RENTON, WA 98059
CALIF SOL
04.05.17
CALIF SOL
MED40
312178/441895
2016088.28
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax: 330.572.2102
00
PROPOSED DRIVE THRU STACK CAR AND NUMBER
#
00
LEGEND
PROPOSED STANDARD DUTY ASPHALT.
CONSTRUCTION KEYNOTE
PROPOSED PARKING SPACE NUMBER
PROPOSED CONCRETE
0
40
20
10
1"=20'
Horizontal Scale in Feet
PROPOSED CLEARANCE BAR PER DETAIL 2, SHEET C-503.
PROPOSED MENU BOARD AND SPEAKER PER DETAIL 6, SHEET C-502.
1
1
1
1
1
1
1
1
2
1 1
3
4
4
5
PROPOSED TRASH ENCLOSURE PER DETAIL 1, SHEET C-503.
10
6
6
68
9 999
9
9
9
9
9
9
9
9
11
13 (TYP.)
13 (TYP.)
14
14
6
15
16
16
16
16
7
77
4
17 18
10'R80'R7'R2'
R
1
8
'
R
2
0
'
R
15'R5'R1
5
'
R
110'R13'R1
2
'
R
82'R
1.5'R
2'R8'
R
15'R
PROPOSED TACO BELL
PROPOSED CLEANOUT, SEE UTILITY PLAN.
PROPOSED CATCH BASIN, SEE UTILITY PLAN.
21 PROPOSED GREASE TRAP, SEE UTILITY PLAN.
20
20
21
1
7
24 PROPOSED BIKE RACK PER DETAIL 4, SHEET C-502.
24
3'
R
23
22 PROPOSED HYDRANT, SEE UTILITY PLAN.
23 PROPOSED CROSSWALK PER DETAIL 12, SHEET C-501.
22
12
EXISTING WOOD CHIP TRAIL
SITE PLAN
C-111
REQUIRED PROVIDED
PARKING SETBACKS
BUILDING SETBACKS
LANDSCAPE SETBACKS
REQUIRED PROVIDED
REQUIRED PROVIDED
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
10' min.,
15' max.
0'
0'
10.01'
109.13'
119.43'
36.77'*
10'
0'
0'
10'
39.40'
29.40'
52.02'
10.00'
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
FRONT: NE 4TH STREET
REAR: VASHON CT
SIDE: WEST
SIDE: WHITMAN CT
10'
0'
0'
10'
15' min.,
20' max.
*DENOTES DIMENSION TAKEN FROM CANOPY
Know what's below
Call before you dig.
BENCHMARKS:
BASIS OF BEARING NAVD88.
BENCHMARK #1 - BRASS PIN IN CONCRETE IN MONUMENT CASE. CITY OF RENTON
MONUMENT #1503.
N=181067.883
E=1311396.674
ELEVATION=401.02
BENCHMARK #2 - "X" ON SOUTHWEST HEADBOLT ON FIRE HYDRANT.
ELEVATION=395.20'
7
19
25
26
9
PROPOSED 'YIELD TO PEDESTRIANS' SIGN.
25
2
20
19
PROPOSED PAVEMENT OVERLAY (SURFACE COURSE)
39.40'
29.40'
52.02'
10.00'
20
26 EXISTING CATCH BASIN TO BE RE-CASTED WITH MANHOLE LID, SEE UTILITY PLAN.
27 PROPOSED LOCATION OF RELOCATED PULL BOX PER THE UTILITY COMPANY SPECIFICATIONS, SEE UTILITY PLAN.
27
28
28 PROPOSED 'DRIVE-THRU ONLY' SIGN.
25