HomeMy WebLinkAboutR-4054036
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30,
30'
SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
FOUND CONCRETE MONUMENT
WITH PUNCHED 2" BRASS DOME CEDA RS THE NDS
IN MONUMENT CASE
I - I - F
FOUND 4'X4" CONCRETE 30' 30'
MONUMENT WITH PUNCHED
3" DOMED BRASS DISK
STAMPED "38992'; DOWN
0.5' IN MONUMENT CASE. \
0
o _ \
SE. 1447H STREET AKA ROAD NO. 135 PER KING
FOUND CONCRETE MONUMENT COUNTY TERRITORY OF WASHINGTON ROAD
WITH BRASS PIN DOWN 1.8 IN PETITION GRANTED AUGUST 9, 1884. HELD 30
MONUMENT CASE FEET FOR HALF STREET RIGHT OF WAY PER
SECTION 7 OF THE ACTS OF THE LEGISLATIVE
ASSEMBLY OF THE TERRITORY OF WASHINGTON
PASSED AT THE SIXTH REGULAR SESSION,
DECEMBER 67K 1858
r �
Cal 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
P
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ov WAS11l C`
53232 _
�SSIONA-L
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S.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
478.52'
N88'38'14"W 1308.58'
1 CITY COMMENTS 02.19.19
1 CITY COMMENTS 05.03.19
NO. I REVISION
FOUND CONCRETE
MONUMENT WITH LEAD
AND TACK, DOWN 0.9' IN
MONUMENT CASE.
830.06'
DRD 04.11.19 YLP SURVEYED:
JGR
CYW 06.20.19 YLP DESIGNED:
YLP
DRAWN:
GLB
CHECKED:
YLP
BY DATE APPR I APPROVED
TM A P+T A
FOUND CONCRETE MONUMENT WITH
PUNCHED 3" BRASS DISK STAMPED:
T23N
14 1 13
A 14 13 23 / 24
J � R5E
23 24 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
o�►rum
VER T/CAL DA TUM.
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK.-
1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-112"
BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE
INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE AND SE. 142ND
STREET, ELEVATION = 363.697 FEET.
2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS
SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET
AND 148TH AVENUE SE., ELEVATION = 454.769 FEET.
BASIS OF BEARINGS:
N01 25'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127
AND 1852.
DRI VEWA Y TABLE
LOT NO.
DRIVEWAY C STA.
1
10+97.60
2
11+28.60
3
12+50.67
4
12+81.79
5
14+ 19.07
6
14+46.43
7
15+03.03
8
14+07.56
9
13+02.85
10
12+30.21
11
12+02.88
12
23+58.11
13
23+58.11
TRACT A
15+2733
STATIONING IS ALONG FLOWLINE OF CURB. DRIVEWAY
WIDTHS ARE 16-FT UNLESS OTHERWISE NOTED.
TRACT A DRIVEWAY WIDTH IS 15-FT
ADA RAMP TABLE
RAMP NO.
RAMP q STA.
1
10+22.72, 17.75' R
2
10+22.72, 20.14' L
(2) RAMP NO.
STATIONING IS ALONG FLOWLINE OF CURB
ADA RAMPS PER WSDOT STD. PLAN
F-40.15-02 & F-45.10-01 SEE DETAIL,
SHEET C11
MONUMENT STATIONING SCHEDULE
1
22+52.21,
0.00' (160TH AVE SE)=
10+00.00,
0.00' (SE 141ST PLACE)
�2
12+17.92,
0.31' LT (SE 141ST PLACE)
�3
13+81.42,
0.31' RT (SE 141ST PLACE)
®
14+91.05,
21.37' RT (SE 141ST PLACE)
�5
15+00.83,
0.00' (SE 141ST PLACE)
R = 25.00'
CR-1
A = 88 48'15"
L = 38.75'
R = 25.00'
CR-2
A = 117.02'16"
L = 51.07'
R = 20.00'
CR-3
A = 242026"
L = 8.50'
R = 25.00'
CR— 4
A = 78 02'42"
L = 34.05'
R = 45.00'
CR-5
A = 286 34'28"
L = 225.08'
R = 25.00'
(;R-6
A = 2831'46"
L = 12.45'
MEASURED ALONG FLOWLINE OF CURB
25' REAR BSBL
TYPICAL BSBL
UNLESS NOTED OTHERWISE 1 "=40'
REAR BSBL NOTE:
LOTS 9-11 HAVE INCREASED REAR BSBL'S IN ORDER TO AID IN PROTECTION
OF RETAINED TREES.
NORTH
GRAPHIC SCALE
0 210' 40' 80'
�
1 INCH = 40 FT.
C TY OF
RENTON
Planning/Building/Public Works Dept.
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R-405403
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
DEVELOPMENT ENGINEERING
bbannwarth 07/01 /2019 ' _
W
DATE:
CEDARS AT THE HIGHLANDS 01.29.19
HORIZONTAL AND VERTICAL CONTROL PLAN QQ
FIELD
PAGE:
DRAWING
14120160TH AVENUE SE C3 0
W
RENTON, WASHINGTON 98059 3 OF:28
SHEET:U
DRS PROJECT NO. 16041