HomeMy WebLinkAboutR-409104NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
FOUND 3" BRASS DISK W/PUNCH STAMPED
N87'10 -- 253722' 'KING COUNTY SURVEY MONUMENT" ON
CONCRETE STREET SURFACE AT INTERSECTION
T
BLOCK 1
CEDAR PARK FIVE ACRE TRACTS
VOL. 15 OF PLATS, PG. 91
PORTION OF LOT 5 REC. NO. 495641
PORTION OF LOT 5 PORTION OF LOT 5
8.5' PRIVATE STORM
21007
FOUND 3" PLAT BRASS I Z
DISK W/PUNCH ON (�
CONCRETE STREET I
SURFACE AT
INTERSECTION OF NE 4 TH
ST & 148TH AVE SE.
(C. O. R. 111852)
II I 8 47'10`W 7'
TRACT B 122.17'
C TREE RETENTION o
I 3, 665 S.F. o
1 I 122.17'
l o cn i
I z i 30.04'
i
m o
13o I •� i +
to �
N Q �
I o m PORTION OF LOT 7
IZ �
i
II �
I
II I I
I I
I
FOUND 2-1/2" BRASS DISK IN 4'X4"
CONCRETE MONUMENT WITH 'X" LS #11332,
DOWN 0.5, IN CASE AT INTERSECTION OF _
SE 135 TH ST & 162ND AVE SE
I I
I 1
I
FOUND 2" DIA BRASS DISK IN CONCRETE I _
MONUMENT PLS#22962, DOWN 0.70, IN FOUND TACK IN CONCRETE MONUMENT,
CASE, 0.1 N X 0.1E OF INTERSECTION DOWN 0.79, IN CASE AT INTERSECTION
OF 160TH AVE SE & SE 136 TH ST �� OF SE 136 TH ST & 162NO A VE SE
I N8 W 653.24' V �
FOUND 1-112" BRASS DISK W/PUNCH _ - - - N87 58'S 53.2
I IN CONCRETE MONUMENT, DOWN 0.7" _ _ - - -
IN CASE AT INTERSECTION OF SE - _ a4 4 2'
142ND ST & 148TH Pl SE. _ � N67.19�g6E
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
1
LOT 3
INTERLAKE ADD. NO, 1
VOL. 83 OF PLATS, PGS. 96-97
REC. NO. 8804110386
A / P1 A T/ ill.
BENCHMARK:
PORTION OF LOT 5
LOT 1
KING COUNTY
SHORT PLAT 675067R
REC. NO. 8804110386
CITY OF RENTON SURVEY CONTROL POINT NO. 1852. 3" 0 FLAT BRASS DISK W/PUNCH ON CONCRETE
STREET SURFACE AT THE INTERSECTION OF 148TH AVE SE AND NE 4TH ST.
ELEVATION: 454.77'
BASIS OF BEARINGS:
N0125'00"W BETWEEN FOUND MONUMENTS - CITY OF RENTON SURVEY CONTROL POINT NOS. 1852
AND 2127.
MONUMENT STA TIONING SCHEDULE
El14+6&50, 0.00' (162ND AVE SE)=
20+30.00, 0.00' (ROAD A)
�2 31+78.10, 0.00' (164TH AVE SE)=
26+67.88, 0.00' (ROAD A)
1 CITY COMMENTS 11.12.19
D.R. STRONG 2 INTAKE COMMENTS
CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423 NO. REVISION
YLP
02.14.20
YLP
SURVEYED:
DJC
YLP
06.16.21
YLP
DESIGNED:
YLP
YLP
08.13.21
YLP
DRAWN:
GLB
CHECKED:
YLP
BY
DATE
APPR
APPROVED
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
OF SE 128THST & 164 H AVE SE -------------
PORTION OF LOT 5
FOUND 1/2" REBAR
FLUSH WITH SURFACE.
FOUND 112" REBAR W/CAP, 'PLS -
10219", 0.2' BELOW SURFACE.
FOUND 6'X6" CONCRETE MONUMENT WITH
BROKEN TOP, DOWN 2.25' BELOW ASPHALT
WITH WHITE LOT BOARD ON TOP OF
CONCRETE. LOCATED CENTER OF MASS.
D 4 N X 0.1 'W OF RECORD CORNER L OCA TION
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
26+91.06
I
URIDTY OF
RENTON
VANIV
Planning/Building/Public Works Dept.
0
Uj
Q
J
a
z
R = 25.00'
CR- 1
A = 9025 35"
L = 39.46'
R = 25.00'
CR-2
A = 1123851"
L = 49.15'
R = 25.00'
CR-3
A = 23'04 26"
L = 10.07'
R = 25.00'
CR-4
a = 90.00'00"
L = 39.27'
R = 25.00'
CR-5
A = 113'04 26"
L = 49.34'
R = 25.00'
CR- 6
A = 23'04 26 "
L = 10.07'
MEASURED ALONG FLOWLINE OF CURB
ADA RAMP TABLE
RAMP NO.
RAMP q STA.
1
20+58.67, 14.92' L
2
20+58.67, 10.70' R
3
26+39.45, 10.90' R
4
26+39.45, 14.90' L
QX RAMP NO.
STATIONING IS ALONG FLOWLINE OF CURB
ADA RAMPS PER WSDOT STD. PLAN
F-45.10-02 & F-40.15-03 SEE DETAIL,
SHEET C13
DRI VEWA Y TABLE
LOT NO.
DRIVEWAY C STA.
1
21 +25.88
2
21+59.38
3
22+29.38
4
22+99.38
5
23+69.38
6
24+39.38
7
25+09.38
8
25+76.88
9
24+86.73
10
24+ 16.73
11
23+46.73
12
22+76.73
13
22+04.73
TRACT A
25+96.29 AND 30+36.48
TPN 1457500026
13+84.14
STATIONING IS ALONG FLOWLINE OF CURB. DRIVEWAY
WIDTHS ARE 16-FT UNLESS OTHERWISE NOTED.
12.5' CORNER 25' REAR BSBL
LOT REAR BSBL
1
► I --30' STREET
BSBL
10' SIDE BSBL
I +'l-
17 5' CORNER
L q T SIDE BSBL I I I
I I I
I I I I I
30' FRONT BSBJ I -
-----� LF - - - -
TYPICAL BSBL
UNLESS NOTED OTHERWISE 1" 40'
NOTE FOR CERT/FICA TION
OF SUR l/EY INFORMATION
THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON
IS BASED UPON A FIELD SURVEY BY D.R. STRONG
CONSULTING ENGINEERS.
NORTH
GRAPHIC SCALE
0 20 40 80
I
1 INCH = 40 FT.
T
C)
C)
X1
LJ
CO
T
Q
J
R-409104 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ..,
FDEVELOPMENT ENGINEERING
njanders 10/01 /2021 '
MAPLE HIGHLANDS
HORIZONTAL AND VERTICAL CONTROL PLAN
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0
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J
W
DATE:
09.05.19
FIELDBOOK:
PAGE:
nRAWIN(.' N(1•
16210 SE 134TH STREET C4
RENTON, WASHINGTON 98059 SHEET: °P41
DRS PROJECT NO. 17020