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SE. 136TH ST. SE 114 SECTION 14, TOWNSHIP 23 N.,RANGE 5 E, W.M.
11 - —
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WITH CONCRETE MONUMENT HIGHLANDS
WITH PUNCHED 2" BRASS DOME
IN MONUMENT CASE CL=DARS A T THE
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RIM=439.47
8"PIPE(N,S)
CTR CHANNEL=428.32
30' 30'
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RIM=437.51
30"CPP=433.31(N,S) o II
TRANSFORMER(N)
OP
142305-9041 II II MAILBOX
II II I ; •:::• I I • ' 30"CPP=432.01(N) FOUND 1 /2" REBAR W/ CAP
6'VBF IS 0.6'N. OF h' STAMPED "DMP INC LS 22962" II
SDCB I I 6'VBF IS 1.4'N. OF R I1 WATER VALVE 5 R MM 425.61
0.2'S. OF PROP LINE
RIM=436.35 II II II FOUND 1/2" REBAR W/ CAP & BLOWOFF 6'VBF IS 0.2'N. OF T BLOCK 3 I II IE DROP=417.21
12"CPP=433.75(N,S) II cc 11 STAMPED "DMP INC LS 22962" ICD 2' TALL CONC ^�^'^ ^'^K FIVE ACRE TRACTS 8"PVC (N,E,S)
11 „ I I
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RIM=433.00 22"D 16 D C14i `�\ _ _ -I ��` \ \ �` �A3 x
12"CPP=430.23(N) OQ�) 28"D I ,` , _ , _ - - -426 ' - CARPORT `` `. 42"-
12"CPP=429.78(E ' I :D$ 30"E18"D .1�,� , i \ . A2
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/ OP II � 16 E 16" 1 p"E 88�2� 594.00 3'VBF _ — _ — — — 0.6�S. OF
u FOUND 3" HEXAGON HEADED 6'CLF IS SHED _ _ _ _ _ _
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4'HWF IS ON �' 6 CON l
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VOL. 88, PG. 71
o III SDCB
RIM=427.56 �• , 1 '
II 12"CPP=424.56(N,S)
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FOUND 4'X4" CONCRETE 30'
MONUMENT WITH PUNCHED 30'
3" DOMED BRASS DISK
STAMPED "38992", DOWN
0.5' IN MONUMENT CASE.
`. II
SE. 142ND PL.
/
SSMH ' 1�I I 48"CULVERT=407.43(S)
48"CULVERT=407.33 N
I RIM=420.86 ( )
• I V J I U V I✓ ...1 1 V I V J I J I
ADDITION VOL. 70,
I PG. 60, REC. NO.
Q I 5457354 I
SE. 1447H STREET AKA ROAD NO. 135 PER KING ` ' FOUND CONCRETE MONUMENT WITH
FOUND CONCRETE MONUMENT coUNTY, TERRITORY OF WASHINGTON ROAD U) FOUND CONCRETE
WITH BRASS PIN DOWN 1.8 IN PETIT✓ON GRANTED AUGUST 9, 1884. HELD 30 T_ MONUMENT WITH LEAD PUNCHED 3" BRASS DISK STAMPED:
FEET FOR HALF STREET RIGHT OF WAY PER coSE. 144TH STAND TACK, DOWN 0.9' IN
MONUMENT CASE T23N
- SECAON 7 OF THE ACTS OF THE LEGISLATIVE � 14 / 13
ASSEMBLY OF THE TERRITORY OF WASHINGTON MONUMENT CASE.
PASSED AT THE SIXTH REGULAR SESSION, 478.52'--------
DECEMBER 67H, 1858 - - 830.06' 14,113 23 / 24
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
PIE
L• CIS
ov WAS11l C`
53232 _
�SSIDNAL
b�p•lg
N88'38'14"W 1308.58' LLI R5E
N 23 24 1438
W DOWN 1. 1, IN MONUMENT CASE.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
1
CITY COMMENTS 02.19.19
DRD
04.11.19
YLP
SURVEYED:
JGR
SCALE:
J1.7 NOTED
AS
1
CITY COMMENTS 05.03.19
CYW
06.20.19
YLP
DESIGNED
DRAWN:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1111'1�m
LEGEND:
r
T
+
FOUND SECTION CORNER AS NOTED
C)
®
FOUND MONUMENT AS NOTED
O
O
FOUND CORNER MONUMENT AS NOTED
(7)
PROPERTY LINE
r 1
v
P.C.
PROPERTY CORNER
ROAD SIGNAGE
f
POWER POLE
¢-£
LIGHT POLE WITH ARM
GUY WIRE
®
WATER METER
�Q
WA TER VAL VE
FIRE HYDRANT
®
STORM DRAIN CATCH BASIN
�
SANITARY SEWER MANHOLE
r
VBF
VERTICAL BOARD FENCE
C)
HWF
HOGW/RE FENCE
I
CLF
CHAINLINK FENCE
T
WDF
WOOD FENCE
Q
DECIDUOUS TREE
D
o
J
0
EVERGREEN TREE
SANITARY SEWER LINE
------ STORM LINE
OP OVERHEAD POWER
"l "l "I " EDGE OF PA VEMEN T
X X— FENCE
C)
GRA VEL
J
T
.........................
C)
I/ER 8/CAL D
PER / OF RENTON VERTICAL CONTROL
T
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2127: FOUND PUNCHED 1-112"
BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 /N 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:
N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127
AND 1852.
NORTH
GRAPHIC SCALE
0 210' 40' 80,
�
1 INCH = 40 FT.
C TY OF
RENTON
Planning/Building/Public Works Dept.
NO TE FOR CER TIFICA TION
OF SUR VEY INFORMA TION
THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON
IS BASED UPON A FIELD SURVEY BY D.R. STRONG
CONSULTING ENGINEERS.
R-405402_
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
iIIIIIIII IL
bbannwarth 07/01/2019 wl
CEDARS AT THE HIGHLANDS
TOPOGRAPHY MAP
PAGE:
01.29.19
14120160TH AVENUE SE C2
RENTON, WASHINGTON 98059 SHEET: 2 OF:28
DRS PROJECT NO. 16041
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