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NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
I
FOUND 3" PLAT BRASS
DISK W/PUNCH ON
CONCRETE STREET
SURFACE AT
INTERSECTION OF NE 4 TH
ST & 148TH AVE SE.
(C. O. R. 111852)
.
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CR-1
20 007
0
1
❑ �
+CR-2
FOUND 3" BRASS DISK W/PUNCH STAMPED
"KING COUNTY SURVEY MONUMENT" ON
CONCRETE STREET SURFACE AT INTERSECTION
OF SE 128THST & 164TH AVE SE
BLOCK 1
CEDAR PARK FIVE ACRE TRACTS
VOL. 15 OF PLATS, PG. 91
REC. NO. 495641
PORTION OF LOT 5
1
.
PORTION
OF LOT 5
PORTION
OF LOT 5
8.5' PRIVATE STORM
DRAINAGE
EASEMENT
8.5' PRIVATE STORM
L=
80.16---I�
NJ/4I
0
1/'W70.13
DRAINAGE
EASEMENT
-I-
70.13'
70.
70_.5183_6'
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5' PRI VA TE S TORM
PRIVATE STORM
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EASEMENT
DRAINAGE
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112,425S.F. IN I 2
N 10, 510 S. F.
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10, 208 S. F.
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10' JOINT UTILITY
EASEMENT1
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L=23.56'
R
L=23.67'
L
- - - - - - - - - -
- - -
R=15.00' ----
-------- --- -
--------
- - - - - -
70.00'
- - -
- - -
70.00'
-
--------
70.00"
70.00'
'
65.00/
66.07' 70.00'
_
70.00'
21+00
I- 4-
10 -11 I O
O_
15 ' 14 NOT PART OF PROJECT AREA
TAX PARCEL #1457500026 3
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W I o
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low
�n C6 I I
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o C° i PORTION OF LOT 7
IZ
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FOUND 2-1/2" BRASS DISK IN 4'X4"
CONCRETE MONUMENT WITH "X" LS #11332,
DOWN 0.5, IN CASE AT INTERSECTION OF _
SE 135TH ST & 162NO AVE SE
I I
I 1
I
FOUND 2" DIA BRASS DISK IN CONCRETE
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 160 TH AVE SE & SE 136 TH ST OF SE 136 TH ST & 162ND AVE SE
N8758'53"W 653.24'
FOUND 1-1/2" BRASS DISK W/PUNCH N8758'S3"W 653.24'
I IN CONCRETE MONUMENT, DOWN 0.7" _ _ _ -
IN CASE AT INTERSECTION OF SE
142ND ST & 148TH PI SE. _ N67.19'S6"E
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
D.R. STRONG
RSCONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
4 O 425 827 3063 F 425 827 2423 N O.
24+00 25+00 26+00
22+00 ROADA 23
D +00 _ - - �-
- I - - - +- -$- - T c
76.92' --
16 UNIT N. D. B. C. U. MAILBOX
--- 70.00---
70.00'
------ --
10' JOINT UTILITY
70.00'
--------I
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70.00'
- - - - - - - -
87_61
- - - - -
L=23.56'
R=15.00'
INSTALLATION. SEE SHEET
C14 FOR DETAILS
EASEMENT -
- -
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15'
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PRIVATE STORMDRAINAGE
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III
II
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TRACTA
13
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%0
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STORM DRAINAGE
9, 781 S. F. I N
I 9,156 S. F.
9,449 S. F. I
I 9,742 S. F. i
10,035 S. F.
15,198 S. F.
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- -7' PRI VA TE
S TORM
DRAINAGE
77.99
70.13'
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70.T3'
EASEMENT
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`70.1_T
102.83'
LOT 2
I
LOT 3
LOT 1 LOT 3 ,
INTERLAKE ADD. NO. 1
VOL. 83 OF PLATS, PGS. 96-97
REC. NO. 8804110386
KING COUNTY
SHORT PLAT 675067R
REC. NO. 8804110386
VER T/CAL DA TUM:
NAVD 1988 PER CITY OF RENTON SURVEY CONTROL.
BENCHMARK:
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.
ELEVA TION: 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
14+68.50, 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)
FINAL AS-BUILTS COMMENTS 2.28.24
REVISION
AS -BUILT
NO AS -BOIL T INFORMA 77ON ON THIS SHEET.
"I CER77FY 77-IAT 77-IE INFORMA77ON SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCARONS,
ELEVATIONS, DEP7745, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURA 7FL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DA7F• 212912024. "
YAP OZ 28 24 YAP I SURVEYED: SCALE
M.
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26+91.06
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FOUND 1/2" REBAR
FLUSH WITH SURFACE.
FOUND 1/2" 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.
0.4 N X 0.1 'W OF RECORD CORNER L OCA TION
�`` VERTICAL: NAVD 1988
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/1991
YLP
DRAWN:
v
GLB ONE INCH DATUM
CHECKED: AT FULL SCALE •
YLP IF NOT ONE INCH
BY DATE APPR APPROVE SCALE ACCORDINGLY
R = 25. 00'
CR-1
A = 9025'35"
L = 39.46'
R = 25. 00'
CR-2
A = 112 38'51 "
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
(2) RAMP NO.
STATIONING IS ALONG FLOWLINE OF CURB
ADA RAMPS PER WSOOT STD. PLAN
F-45.10-02 & F-40.15-03 SEE DETAIL,
SHEET C13
DRI VEWA Y TABLE
LOT NO.
DRI VEWA Y C S TA.
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 1457500025
13+84.14
STATIONING IS ALONG FLOWLINE OF CURB. DRIVEWAY
WIDTHS ARE 16-FT UNLESS OTHERWISE NOTED.
12.5' CORNER LOT REAR BSBL F- 25' REAR BSBL
I f I
30' STREET
BSBL I I
I 10' SIDE BSBL I I
I I I I I
17.5' CORNER I I
LqT SIDE BSBL
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
30' FRONT BSBJ I L- -
TYPICAL BSBL
00 ( I UNLESS NOTED OTHERWISE 1 "--40'
0
0
03
N
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1
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•
C TY 0 E
RENTON
E."R
VANIV
Planning/Building/Public Works Dept.
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
1 INCH = 40 FT.
T
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R-409104
IN COMPLIANCE WITH CITY OF RENTON STANDARDS U)
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DATE:
MAPLE HIGHLANDS 09.05.19
HORIZONTAL AND VERTICAL CONTROL PLAN FIELDBOOK:
PAGE:
16210 SE 134T H STREET DRAWINGC 4
RENTON, WASHINGTON 98059 SHEET: 4 OF41
DRS PROJECT NO. 17020