HomeMy WebLinkAboutR-383803LLJW11i', __._� 5' SIDE YARD
Q E �- - - - SETBACK (TYP.,
z- -----
-
0 _ -TYPICAL BSBLNIS
(Nt36'22'17-W C.O.R.)
mil _ N88'22'1 o"W CALC. 10 11
(2623.87' REF. 3) 15 14
(2623.86' C.O.R.)
CITY OF RENTON CONTROL
MONUMEN T NO. 1852,
MONUMENT NOT SEARCHED
FOR, HELD POST TION PER
CITY OF RENTONIREF. 3
CITY OF RENTON CONTROL
MONUMENT NO. 1851,
MONUMENT NOT SEARCHED
FOR, HELD POS177ON PER
CITY OF RENTON/REF. 3
W II
0
+
23
(N88'21'19"W REF. 3)
N88'21'1 2-W CALC. 11
2622.48' REF. 3 ,
HELD 91'09'30"�� 1
PER REF. 3
I ` FOUND PUNCHED BRASS
N00*29'18"E PLUG SET IN CONCRETE
2640.37' FLUSH WITH ROAD SURFACE
N88'17'43"W
SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E, W.M.
THE ENCLA VEA l BRIDLE RIDGE
264.96'
N88'17'43"W 1 358.86'
FOUND 1 -112 -IP
0.1'S. x 0.0'E.
OF PROP CORNER
i '6E'E UPPER 9EFr
FOUND CONCRETE MONUMENT WITH
TACK & LEAD IN 2" IRON PIPE, FOUND CONCRETE MONUMENT
DOWN 1.5; IN MONUMENT CASE WITH 3/8" BRASS PLUG
DOWN 1.0' IN MONUMENT CASE
N88'37'40'' N88'37'40 "W
SE 144 TH S TREE 1309.10' - 478.54'
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
y
1•
1 CITY COMMENTS 11. 13.14
D.R. STRONG 2 CITY COMMENTS
CONSUL TING ENGINEERS 3 Cmr COMMENTS
4 MYLARS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION
O 425.827.3063 F 425.827.2423
N88'37'40'
830.08'
MAJ
02.13.15
MAJ
SURVEYED:
Sis
MAJ
05.19.15
MAJ
DESIGNED: P
MAJ
07.13.15
MAJ
MAJ
07.23.15
MAJ
DRAWN:
YLP
A = 88'4624"
4
L = 54.23'
CHECKED:
MAJ
BY
DATE
AP P R
APPROVED:
FOUND CONCRETE MONUMENT WITH
PUNCHED 3" BRASS DISK STAMPED:
T23N
3 14 I 13
23 I 24
�4 Rot
1438
DOWN 1.1; IN MONUMENT CASE.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
( m0m)
VER TI CAL DA TUM:
NA VD 88 PER CITY OF RENTON VER TICAL CONTROL
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1 -112 -
BRASS
-1 /2"BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND
148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS)
2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET /N CONCRETE FLUSH
WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA
THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVA 710N = 547.94 FEET.
J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK /N LEAD PLUG
AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET.
BASIS OF BEARINGS:
N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER
KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764.
ADA
R = 35.00'
(;R-1
A = 88'4624"
1
L = 54.23'
52+32.76,
R = 35.00'
CR -2
A = 11275'58"
10+47.99,
L = 68.58'
3
R = 35.00'
CR -3
A = 88'4624"
4
L = 54.23'
30+47.99,
R = 35.00'
CR -4
A = 1127558"
30+47.99,
L = 68.58'
6
R = 25.00'
CR -5
A = 11479'47"
7
L = 49.89'
46+60.34,
R = 25.00'
CR -6
A = 134'53'31"
34+85.67,
L = 58.86'
9
R = 25.00'
CR- 7
A = 21.02'22"
10
L=9.18'
18+08.07,
R = 25.00'
CR -8
A = 21002'22"
18+08.07,
L = 9.18'
33+84.98
R = 25.00'
CR -9
A = 23'04'26"
14+22.04
L = 10.07'
13+91.04
R = 25.00'
CR -10
A = 23'04'26"
12+45.54
L = 10.07'
11+36.54
R = 25. DO'
CR -11
A = 23.04'26"
46+81.35
L = 10.07'
ADA
RAMP TABLE
RAMP NO.
RAMP q STA.
1
2
52+32.76,
22.00' R
2
4-5
10+47.99,
13.93' L
3
7
10+47.99,
10.45' R
4
9
30+47.99,
13 93' L
5
11
30+47.99,
10.45' R
6
13
47+21.86,
22.00' R
7
15
46+60.34,
22.00' R
8
17
34+85.67,
14.31 ' L
9
19
34+85.67,
9.84' R
10
21
18+08.07,
9.06' R
11
23
18+08.07,
13.00' L
DRI VEWA Y TABLE
LOT NO.
DRI VEWA Y � S TA.
1
13+46.40
2
13+ 77.40
3
14+46.48
4-5
15+01.15
6
15+44.01
7
15+75.01
8
16+84.01
9
17+15.01
10
17+85.01
11
18+55.01
12
19+26.56
13
19+28.49
14
34+21.54
15
33+90.54
16
32+74.04
17
32+43.04
18
31+73.04
19
31+03.04
20
30+ 99.48
21
J1+69.48
22
32+39.48
23
32+70.48
24
33+84.98
25
J4+15.98
26
14+22.04
27
13+91.04
28
12+76.54
29
12+45.54
30
11+36.54
31
11+04.54
TRACT "A" (MA/NTANENCE)
46+81.35
STATION/NG /S ALONG FLOWL/NE OF CURB
0 RAMP NO.
STA TION/NG /S ALONG FLOWLINE OF CURB R 383803
ADA RAMPS PER WSDOT STD. PLAN
F-40.15-02 & F-45.10-01
SEE DETAIL, SHEET C10
MONUMEN T STA 77 SCHEDULE
El 51+83.47 (1567H AVENUE SE) = 10+00.00 (SE 67H STREET)
El 14+58.56 (SE 67H STREET)
Fil 15+43.75 (WAPA TO PLACE SE)
® 17+7J.01 (WAPA TO PLACE SE) = J5+12.51 (SE 7TH PLACE)
50 19+1799 (WAPA TO PLACE SE)
El 19+99.39 (WAPA TO PLACE SE)
F7 49+00.40 (156TH AVENUE SE) = 30+00.00 (SE 7TH PLACE)
NO TES
10 STREET SIGN PER CITY OF RENTON STD. PLAN G013 SEE SHEET C10 FOR DETAIL SEE SHEET
C27 FOR L OCA TION
Q2 TYPE 4 END OF ROADWAY OBJECT MARKER AND "FUTURE ROAD EXTENSION" SIGN MOUNTED ON
SINGLE POST. SEE SHEET C10 FOR DETAILS
A CITY OE
RENTON
Planning/Building/Public Works Dept.
NORTH
GRAPHIC SCALE
0 25 50 100
1 INCH = 50 FT.
RECOMMENDED FOR APPOVAL
BY: Date:_
BY: Date:
BY: Date: _
BY: /% Date: 2-D
THE ENCLAVE AT BRIDLE RIDGE 10.03.14
fIELDB00N:
HORIZONTAL AND VERTICAL CONTROL PLAN PSE
DRAVnNC N0:
C3
U14005368 SHEET: 3 OF29
DRS PROJECT N0. 13117 IAI-ININININIAIA
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