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PERMEABLE PAVEMENT PER
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SITE MAP KEY PLAN a
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AS-BUILTS ADA RAMP DETAILS
OF
BRENNON LANDING (VAUGHN TRUST PROPERTY)
A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M.
ter, o�.Ev CITY OF RENTON, KING COUNTY, WASHINGTON
CURB RETURN TABLE
LOC
STA & OFF
Q
PC
10+51.00, 7.00 RT
5'53'42
25.00
2.57
298.67
Ya A
10+53.57, 7.13 RT
5'53'42"
25.00'
2.57'
298.61
}� A
10+56.11, 7.53 RT
5'53'42"
25.00'
2.57'
298.55
Y p
10+58.59, 8.18 RT
5'53'42"
25.00'
2.57'
298.49
PT
10+61.00, 9.09 RT
5'53'42"
25.00'
2.57'
298.43
Q
PC
10+65.18, 10.91 RT
5-53142"
25.00'
2.57'
298.33
Yap
10+67.59, 11.82 RT
5'53'42"
25.00'
2.57'
298.28
p
10+70.07, 12.47 RT
5'53'42"
25.00'
2.57'
298.21
N p
10+72.62, 12.87 RT
5'53'42"
25.00'
2.57'
298.16
PT
10+75.18, 13.00 RT
5'53'42"
25.00'
2.57'
298.12
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16.00 RT
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•' ROAD A ........ . .
RESIDENTIAL ACCESS
......... , A=23.34'47" ............ .
2.3q R=25.00' ..:.." A-23'34'48"
L=10.29 ....
R=25.00'
L=10.29' '••y
a • . 299.3 ' o:
298.01 STA=29+58 ;00.
16.00 RT
98 5 /
0
298.57 i
PROPOSED MAILBOX ......................298 ...............
LOCATION. SEE
DETAIL ON SHEET 18
ROAD A / ABERDEEN AVE NE
INTERSECTION DETAIL
1 "=10'
2
IN
DATUM FBENCHMARK" FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I WITH BRASS
T DISC
16TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0.
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
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0 5' 10' 20'
SCALE: 1 "=10'
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EOA
_ N NE 16TH ST
S=11.4%
b\
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N SAWCUT LINE
333.02 335.85
MATCH EG _
�- ---- -- - M EG
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MATCH EG i 335.01 0.
EOA ' 14.5%••. N 0.6% j('n'01106%06�11 MATCH EG 336.75
----------------------------------EOA-------------------------
-
o \335.•04 ay
°!�9'� 114.2%.
�01
40.6% .a '.. . 15"'y
EX MAILBOX TO .' 335.13
BE RELOCATED..
X X X - X X X X X -
16
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EX FENCE
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MATCH EG EX SIDEWALK
------------------------------
�\337-29
X-X-X-X MATCH EG
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EX R/W
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NE 16TH ST
OFFSITE WALKWAY DETAIL
CURB RAMP LOCATION
DATA TABLE
CURB RAMP STATION OFFSET
O1 10+37.61 15.66' LT
20 10+37.61 9.66' RT
30 51 +46.37 17.50' RT
® 31 +37.77 16.00' RT
50 28+66.90 16.00' RT
KEYNOTES
0 5' WIDE LANDING. MAXIMUM 1.5%
GRADE IN ANY DIRECTION
OSIDEWALK RAMP SHALL NOT
EXCEED 12:1 SLOPE WITH 1.5%
MAX GRADE ACROSS
OSIDEWALKS ACROSS DRIVEWAYS
SHALL BE CONSISTENTLY SLOPE
(NO RAMPING DOWN/UP). TYP
SEE SHEET 21 FOR
CURB RAMP DETAILS
RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SUM' -
REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DOMRK
DRAW RK
BJT
REVISION REVISION BY DATE APPR APP�B•JT
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE NM
SCALE ACCORDINGLY
N
0 5' 10' 20'
SCALE: 1 "=10'
0 510' 20'
SCALE: 1 "=10'
VERTICAL: NAVD 1
HOFUMAL: NAD 10 1991
DATU M
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Flo
0000
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w'Polo
304.01 304.65 ......304I%2`
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... =.1...30�.....v' 304.39 N
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ABERDEEN AVE NE
NORTH RAMP DETAIL
1 "=10'
1 "=10'
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
[46R)
RENTON
Planning/Building/Public Works Dept.
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF THE FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
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R-421216
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS-BUILTS ADA RAMP DETAILS
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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7/7/2023
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