HomeMy WebLinkAboutR-3907170
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FD MIC, CONC MON s�� z F, 00 z APPROX. LOCATION wRs = ss S�
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W/BRASS DISC, DIN 0.6' ca SSMH = �w o o = PER UTILITY MAP:2306EO28 ❑ 8 9 w
v RIM=455.99 w Lo Q ��UP UP UP -UP -UP -UP -UP UP s� RIM=454.36
INTX OF 8" CONC NW FD MIC ❑ �\\\\ N N ❑ R Rs
JERICHO AVE NE Rs Rss CTR CHAN-449.19 ss CONC MON BRASS DISC RssRsR R Rss Rss Rss RsR Rs Rs sss
oQ - D N 0.3' s> > s .9 s s 9 /
ass s 8 R ass z w w �s �° 'o 99 >> ss Rs S� zo 0 1 o zo
NORTH LINE OF NORTH 330 s Rss Rss x Rs �••� sQS QS t, QS QS� QS S s
OF NE 1 /4, SW 1 /4, SE 1 /4 Rss ca sR�\WAI
�s o� s8 ass R s o N L R o �R9 R6> '0 9 I N L
(HELD FOUND MONUMENTS) o M-
Rs RIM=455.61
W RW W W W W W W W W V�/ W W��� W W W W W W W W �'s IE 12" CPEP W-449.01ss R R NO°12'29 E 321.12 (% IE 12" DI N=44-9 84 sR Rs ss - ( IN FEET )
INL p 27. 5 (G�s�, ss Ss ILWACCoPL NE RsR sR _ �' 9� s� 9°
sx 1� 10'56"E 346.12' (HB) .9 IE 12" DI S-4499&8 x R x IE 12" CPEP N=448.71
RIM=456.02 (V �� X x x A w x IE 12" CPEP SE-448.96 1 inch = 20 ft.
IE 18" CPEP E=449.44 WN S S SS SS SS S: SS SS SS SS SS SS SS SS Ss -Ss F�SREBAR CASP "37555" SS SS Sa FD MIC TOPOGRAPHIC SURVEY
INL IE 18" CPEP N=449.52 R
ss Rs Rs Rs R R Rs _ R R 0.6 0.1' E. CONC MON W/BRASS DISC
RIM=455.33 R s _ ss� Rss �� RsS� Rss Rs Q RRs v cfl Rss DIN 0.4'
s o s s s > g'�
R R RIE 18" CPR RS-450.63R s6s6 SO°10 52 W�30. RR - Rx R R 3 s� SSMH
s s s - R R
ss�9 �a so s s Rs o �o L��, R in ss sx° R Rs Rss o RIM - 456.2 5
Ass Sss Rss ss SD s� - 00
REBAR NO P �° s x N Rs Rs 6 X X X Rs Rs U 0 IA LE 8" CONC N/E/W METHOD OF SURVEY:
SSMH O -� / CTR CHAN=447.05 INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE
RIM-456.03 0.2' S., 0.4' E. N O 456 x x C\I x R ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES
8" CONC N/SE ° Rx Rss O Rss Rs USED IN THIS SURVEY WERE DIRECT AND REVERSE
SS SS SSCTR CHA1��449.63 SS 5.00' CD � 1- sx R s Rss ANGLES, NO CORRECTION NECESSARY. MEETS STATE
R Rs Rs ss INL STANDARDS SET BY WAC 332-130-090
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s�
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Rs RIM=456.18
INL
ILWACO AVE NE
W x
Rss, ss°X Rsss ss N
66s IE 12" CPEP N=452.43
UNDERGROUND UTILITIES:
RIM-455.25
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X x x
NL
RIM=456.40R
a
IE 12" CPEP E=452.33
BURIED UTILITIES SHOWN BASED ON RECORDS
FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE
Rs
s.R�ss
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ssa s so
CPE S=453.40 -
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x sss ss
2 Ro
IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY
v
Rss
FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT
Rs Rs
Rs Rs
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sx sss
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RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE
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NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION
INL
Rs
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OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN
RIM-455.64
6
Rs
R R
s s s
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CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS,
IE 12"
CPEP N=451.82 FD MIC
CONC MON W/BRASS DISC
=
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6
x
01 x 69 s x 00
kh x x ss� o x N
1
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CALL 1-800-424-5555 BEFORE CONSTRUCTION.
DIN 0.55'
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VERTICAL DATUM:
Ww
SURVEY LEGEND
EDGE OF ASPHALT
C
CONCRETE CURB
CON
CONIFEROUS TREE
DEC
DECIDUOUS TREE
EHH ❑
ELECTRICAL HAND HOLE
OO
FOUND SURFACE MONUMENT
►fit
FOUND MONUMENT IN CASE
FENCE LINE (CHAIN LINK)
FENCE LINE (WOOD)
HYD b
FIRE HYDRANT
LUM�
LIGHT POLE
MH (^)
MAINTENANCE HOLE
PP O
POWER POLE
POWER TRANSFORMER
O
REBAR FOUND
INL r 1
STORMDRAIN INLET
❑TPED
TELEPHONE PEDESTAL
WV m
WATER VALVE
12" CONC PIPE
IE=459.69
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Rs
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6�
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FD MIC
CONC MON W/BRASS DISC
DIN 0.3'
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06, R
16'
R/W
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1.0'
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2
5' x
�R/W PER
REC. NO. R
347794 ss
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12 .C.ONC PIPE
0.6' R so. 1E-469.38 12"
"PVC
9 o E Rs , :.�� ....: Rso IE=458.22
2. E ITE # $ -X30' ONVEYED
6
s 1 .0 : GRAVE PER RE69,NO. 3042080
C� 1 LLJ R6
APPROX. LOCATION
s 00 i o C, 3 I R PER UTILITY MAP
00 1 00 n W W W 9 W W w-
oo w I NW COR, NE 1 /4, SW 1 /4, SE 1 /4
1 I SEC 10-23-5
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E..Terrane
10801 Main Street, Suite 102, Bellevue, WA 98004
phone 425.458.4488 support@terrane.net
www.terrane.net
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APPROX.
VERTCAL DATUM: NAVD 88 PER CITY OF RENTON
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LOCATION
CONTROL BENCHMARKS:
-
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NOT SHOWN ON
R
Rs s'o N
R
w O
UTILITY MAP
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CITY OF RENTON CONTROL POINT #1851
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s X
x
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3-1 /2" DOMED BRASS DISC WITH A PUNCH MARK ON
`7s1
CONCRETE STREET SURFACE AT THE CONSTRUCTED
Ns6s�
INTERSECTION OF NE 4TH STREET (SE 128TH STREET)
Rss
x
3�o
00 in so
& 140TH AVENUE SE
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Rss
ELEVATION: 398.55'
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CITY OF RENTON CONTROL POINT #1852
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00
= 0
3" FLAT BRASS DISC IN CONCRETE STREET SURFACE
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AT THE CONSTRUCTED INTERSECTION OF NE 4TH
:.
w
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a
~❑
STREET (SE 128TH STREET) & 148TH AVENUE SE
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ELEVATION: 454.77'
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BASIS OF BEARINGS:
R
SOUTH LINE OF SE QUARTER OF SEC. 10 BEARS
N88Q 21 09 W PER KCAS BETWEEN FOUND MONUMENTS
:s.
I.
C)
g
ClREFERENCES:
J '
.::
(M) MEASURED
a
Rss
(C) CALCULATED
(COR) CITY OF RENTON
s
,
KCAS KING COUNTY CONTROL SURVEY SUB DIVISION SHEET
( )
. .. ... .. :.:
(LM) PLAT OF LANGLEY MEADOWS, VOLUME 253, PAGES 20-26,
... ...
RS
RECORDS OF KING COUNTY, WASHINGTON
�RRs�. ,
Rss
(HB) PLAT OF HONEY BROOKE, DIV. 3, VOLUME 227, PAGES
'.Is,
':'. X
Rs Rss
36-40, RECORDS OF KING COUNTY, WASHINGTON.
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Xo
FD MIC
R
Rs
CONC MON W/BRASS DISC
DIN 0 4'
RS.
S
X
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Rs
R
s sd s 6x
x
x
LEGAL DESCRIPTION:
THE EAST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330
FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
TOGETHER WITH THE NORTH 30 FEET OF THE WEST ONE HALF OF THE
WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON.
TITLE REPORT EXCEPTIONS
(FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO.
4243-2533308, DATED SEPTEMBER 22, 2015.)
8. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON
SAID PREMISES FOR HIGHWAY PURPOSES AS GRANTED BY DEED
UNDER RECORDING NO. 3042080. "NOTED ON MAP"
9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION: 347794
FOR: PERPETUAL EASEMENT "NOT PLOTTED - AS CONSTRUCTED 10'
WIDE STRIP"
10. COVENANTS, CONDITIONS AND/OR RESTRICTIONS CONTAINED IN
THE FOLLOWING INSTRUMENT:
EXECUTED BY: EVERT W. PETERS AND MILDRED J. PETERS
RECORDED: JANUARY 13, 1961
RECORDING NO.: 5241538
WEST LINE OF WEST 330
OF NE 1 /4, SW 1 /4, SE 1 /4
(HELD FOUND MONUMENTS)
W W W W W W W W W W W W W
SO°10'52"W 1326.44' BETWEEN MONS(M) 1322'58' (C)
N00°11'06" 1322.63' (LM) TO PLAT TIE
142ND AVE SE (HOQUTAM AVE) SO°10'52"WN 1317.5
568E C) TO 64S (BDBI) ISION LINE
0
W
U
N
11)
W
SURVEYED: SCALE:
TERRANE
DESIGNED: 1 "-20'
D.L. OFFE, P.E.
DRAWN:
ONE INCH
1 REVISE TITLE BLOCK TGC 18/14/171 iCHECKED: AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATE I A P P R 11 APPROVED: SCALE ACCORDINGLY
q 58)
Rs
C)�RX
00
EBAR/CA 3w555"
LO
-LD
W W
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
x N88°21'18"W
' 0 4.96' CALC
R�
Rs>> SSMH
s RIM-457.95
Rs>>9 Rs 8" CONC E/W
A R -�D CTR CHAN-449.75
�9
NO-10 52"E
13.51 CALC
(NO°10'56"E 13.30 HB)
R�.
X
W W
I
FD 1-1/2"ALUMINUM DISC
(0.04' N OF SUB. LINE)
CITY OF
PRI RENTON
Planning/Building/Public Works Dept.
R-390717
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
00
T
0
0
6
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DATE:
MEAD SHORT PLAT 06/14/2017 =
TUSCANY CONSTRUCTION, LLC FIELDBOOK: W
PAGE: �/
TOPOGRAPHIC/BOUNDARY SURVEY DRAWING NO:
522 HOQUTAM AVENUE NE 140583 Q
RENTON, WASHINGTON W
SHEET: 1 Q OF:20
75