HomeMy WebLinkAboutR-41810200
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A PORTION OF THE SE 114 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
= C.O.R. SURVEY
CONTROL
o� POINT #226
CD (NOT VISITED
z FOR THIS SURVEY)
0 5 10 20
SCALE 1 " = 20'
I
2525'
LOCATION OF FOR GARDEN z 7
COURT N RIGHT OF WAY IS L
3 APPROXIMATE PER KING COUNTY
QUARTER SECTION MAP I I"
N
SDCB TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 N
RIM=220.14 0 �' SDCB 1412 N 24TH ST, POWER POLE 2407 MEADOW AVE. N 0 TAX PARCEL 052305-9041 0
RIM=220.94 Q 1512 N 24TH ST.
IE 12" ABS (NW)=216.69 �I SDCB R-6 W/ TRANSFORMER, R-6 i,
�_ IE 8" CMP (SW)=218.44 SITE B.M. #2 4 POWER DROPS Q R-6
IE 8" CMP (NE)=216.74 RIM=244.55 'A
IE 8" ABS (SE)=218.45 EL.=247.19' & 1 COMM. DROP W _4
(� IE 8" ABS (N)=241.15
o� ASPHALT ASPHALT I ° a SITE B.M. #1 FOUND Pi
�o IE 8" ABS (NW)=241.25 CONC.
o DRIVE DRIVE / ° 1 DRIVE \ - EL.=256.39 BRASS PIN IN 13
°\ CONC. / / CASED CONC. M
° a a ° <DRIVE J CONC. MONUMENT "r
/ WALK
_ (BASIS OF o
POSITION) o
W /w w W/ W w W w w w w w W W W o w- EX. 6" STE L WATERMAIN NI
/ -i SD SD W. W. W W W. W w w _ - -
�aa
CONC. SD 1 (4SD SD _ s SD z- SD SD SD / �° �- / / w W w - - W W W/
WALK \ \I - T - ate- SD SD SD �p - ( - 3 / N 24TH ST. o ® EX. 16" DUCTILE WATERMAIN ��
SS SS Ss ss P s- P s P P P P P -�- - - - (RESIDENTIAL COLLECTO W W W! W o 1 / I S� S Ss s SS SS 0 Po s - - - N88'02'41 "W 744.63'
FO F h0 F0. --{�. w,o SS SS SS SS - _S \ Stl
SS �. _
Fop \ I FO FO FO FOI. FO FO 3 3 \ , SS SS SS _
❑T F F \ �0 F1 FO -y- FO Fo/O FOO OO FO F0. FO \ 700-
A P i
C(�NC. I TRENCH O T ( HP P 0 f6 =�6 Fg-- p--E� OHP 0_ OHP OHP OHP FO F�9 �- OHP OHP OHP OHP 2 SSMH
DRIU\E DRAIN SSMH CQNC. P - I _ _ _ _ a RIM=261.45
RIM=226.34 ° EfRIVE CONCH/ ASPHALT I /�88'02'41"E 139.04' �- z ° -� ° (NE)=253.45
- a - IE 6" PVC
IE 8" PVC (W)=219.09 DRIVE .DRIVE � °
° o FENCE IE 8" CONC (W)=253.25
IE 6" PVC (S)=219.09 �2001 ( o
IE 8" PVC (E)=219.14 SANITARY SEWER I �L46J70 V I 12000 ° a DRIVE a 1 CORNER POWER POLE ���
X 53.200 a a 120 0.5' E. &
SIDE SERVICE SHOWN I PT214 SET RBC \ T218 SRBC OIL I W/POWER &
LEGEND: NOTES: PER CITY OF RENTON
° 259.1451.4' N. COMM. DROP
RECORDS \ \ PT213 *rTCfMER
FOUND MONUMENT IN CASE
1.
HORIZONTAL DATUM: CITY OF RENTON NAD 83191. ESTABLISHED BY HOLDING CITY OF RENTON PUBLISHED
CONTROL MONUMENTS #226 AND #1839.
®
FOUND RAIL ROAD SPIKE
2.
BASIS OF POSITION: HELD THE FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE IN THE CENTERLINE OF
®
SET MAG. NAIL
JONES AVENUE 15 FEET NORTH OF THE INTERSECTION OF NE 24TH STREET. DOWN 0.5 FEET
(M)
MEASURED
3.
BASIS OF BEARING: HELD THE BEARING OF S 00"3333" W BETWEEN THE ABOVE NOTED BASIS OF POSITION AND
THE FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE AT THE CENTERLINE INTERSECTION OF JONES AVENUE
(C)
CALCULATED PER ROS 20071106900003
AND NE 20TH STREET (ALSO KNOWN AS CITY OF RENTON CONTROL POINT #1839). DOWN 0.5 FEET.
H
WATER VALVE
4.
THE FOLLOWING RECORDS WERE REVIEWED WHILE DETERMINING THE BOUNDARY SHOWN HEREON:
FIRE HYDRANT
A)LAKE WASHINGTON GARDEN OF EDEN NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11
OF PLATS, PAGE 83, RECORDS OF KING COUNTY, WASHINGTON.
®
WATER METER
B) RECORD OF SURVEY AS RECORDED IN VOLUME 235 OF SURVEYS, PAGE 47, RECORDS OF KING COUNTY,
OS
SEWER MANHOLE
WASHINGTON.
POWER
CATCH BASIN
C) RECORD OF SURVEY AS RECORDED IN VOLUME 303 OF SURVEYS, PAGE 79, RECORDS OF KING COUNTY,
POLE
WASHINGTON.
®
AREA DRAIN
CONDUIT
o
MAIL BOX
D) CITY OF RENTON SHORT PLAT NO. LUA-13-000151-SHPL, RECORDING NO. 2013029900001, RECORDS OF KING
COUNTY, WASHINGTON.
ONP
P
POWER VAULT
E) KING COUNTY ASSESSOR'S MAP FOR THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23N, RANGE 5E, W.M.
/
1
JUNCTION BOX
5.
THE FOLLOWING DECISIONS WERE MADE IN DETERMING THE BOUNDARY SHOWN HEREON: iAX
PARCEL 334450-0235
Q
POWER POLE WITH LIGHT
1409 N 24TH ST.
R-6
A) ESTABLISHED JONES AVENUE N AND NE 24TH STREET HOLDING THE ABOVE NOTED ROS (235147).
❑ T
TELEPHONE RISER
B) HELD THE EAST AND WEST LINES OF THE UNDERLYING PLAT TO BE PARALLEL WITH JONES AVENUE NE AND
0
COMMUNICATION MANHOLE
THE NORTH AND SOUTH LINES PARALLEL WITH NE 24TH ST.
dSIGN
C) HELD DEED CALLS FOR LOT DIMENSIONS.
�Q
ROCK WALL
6.
VERTICAL DATUM: NAVD 1988
POWER POLE
MASTER BENCHMARK: CITY OF RENTON SURVEY CONTROL POINT #1839 (AS DESCRIBED FOR BASIS OF BEARING).
GUIDE ANCHOR
ELEVATION = 279.17 FEET
P P
UNDERGROUND POWER LINE
SITE BM #1: SET MAG NAIL AND WASHER IN NE 24TH STREET 4.2 FEET NORTH OF THE SOUTH EDGE OF
PAVEMENT AND 9.2 FEET NW OF THE WEST END OF A 4' CHAIN LINK FENCE. ELEVATION = 256.39 FEET
:;HP OHP OHP
OVERHEAD POWER LINE
SITE BM #2: SET MAG NAIL AND WASHER IN NE 24TH STREET NEAR THE WEST PROPERTY LINE, 0.9 FEET NORTH
FO FO FO
FIBER OPTIC LINE
OF THE SOUTH EDGE OF PAVEMENT AND 21 FEET WEST OF A UTILITY POLE. ELEVATION = 247.19 FEET
-W w W
WATER LINE
7.
THE SUBJECT PROPERTY CONTAINS 21,412 SQUARE FEET OR 0.492 ACRES.
SD SD SD
STORM LINE
8.
PLANIMETRIC AND TOPOGRAPHIC INFORMATION AND MONUMENTS SHOWN AS FOUND ARE THE RESULT OF FIELD
-
VISITS IN SEPTEMBER 2020.
WOOD FENCE
-SSss
SEWER LINE
CORNER
9•
TRAVERSING AND DATA COLLECTION WERE PERFORMED USING A SPECTRA AND/OR TRIMBLE 5 SECOND TOTAL
1. 5' E. & -
�❑
WOOD FENCE
STATION. ALL FIELD WORK WAS PERFORMED AND EQUIPMENT MAINTAINED, IN COMPLIANCE WITH WAC 332-130.
0
DECIDUOUS TREE
ADDITIONAL FIELD WORK WAS PERFORMED USING SPECTRA SP-80 GNSS POSITIONING SYSTEMS, THE WASHINGTON
01. S. OF
CORNER
STATE REFERENCE NETWORK, AND/OR THE NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE
a o
(OPUS).
° a
CONCRETE
10.
THE PURPOSE OF THIS EXHIBIT IS TO SHOW THE BOUNDARY AND EXISTING CONDITIONS ON THE SUBJECT
PROPERTY.
ASPHALT
11.
UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE
FEATURES, PAINTED LOCATIONS BY APPLIED PROFESSIONAL SERVICES INC. (APS INC.), AND RECORDS OF THE
APPLICABLE UTILITIES AND SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION. RECORDS FOR TELEPHONE,
POWER AND CABLE WERE NOT AVAILABLE FROM THE INDIVIDUAL PURVEYOR. ALL UTILITY LOCATIONS SHOULD BE
VERIFIED PRIOR TO ANY CONSTRUCTION.
12.
THE LEGAL DESCRIPTION SHOWN HEREON IS PER CHICAGO TITLE INSURANCE COMPANY TITLE REPORT GUARANTEE
NO. 0188547-16, DATED AUGUST 31, 2020.
LEGAL DESCRIPTION
THE WEST 139 FEET OF THE EAST 493 FEET OF TRACT 332, C.E. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, RECORDS
OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON..
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA Y8027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
M.
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FF EL= HOUSE #141515RIVE
255.64
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FF EL=
CARPORp
BRICK °
to
CONC . PAD
247.63
� ROOF PEAK I
WALL,
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BENEATH
DECK
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\\ FF EL= EL=269.06 a
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\ 247.65 -
\
\ CHIMNEY PEAK a \
\ EL=272.43
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14" APPLE\ TREE 16"/14" CHERRY \y
\\ \\ DECK
do
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7 9" �OGWOOD
#7/
CONC. \
L23PAD \
SHED HE0 23" ELM #6
�2004
PT215 SET C
S. LINE
OF SHED
1. 1' N.
OF LINE
COS C.
��
PAD
4
�ONC.
-
STAIRS
EAVF-
WOOD\
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\TAIgS
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\�
#3
_ 031" MAPLE
6.1
CONC.
WALL
\ TAX PARCEL 334450-0230
\ 1509 N 24TH ST.
\ R-6
4.7�
TAX�ARCEL 33t450-0234
C.D. HILL" N'S LAKE WASHINGTON
GAREN OF ED��#5 11" G,HESTNUT
\ \
S. END
CHAINLINK
FENCE
E.
OF
1 \ OF LINE
0 36" E�M \
\ #4 \
E
S.E. CORNER
OF SHED
1.5' W OF TAX PARCEL 334450-0250
LINE 2219 MEADOW AVE. N
R-6
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
By: KEVI N M. REESE
1011912023
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
SURVEYED:
KMR
SCALE:
DESIGNED:
SRS
DRAWN:
CVP
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
CJA
REVISION
BY
DATE
A P P R
APPROVED: CJA
12005
52-9-35 _
P T,
E. END
CHAINLINK
FENCE
0.6' W. OF
LINE
Know what's below.
R- 418102 call before you dig.
VERTICAL:
V HORIZONTAL: NADD 198 991
RCITY OF
RENTON
DATUM NWOF
Planning/Building/Public Works Dept.
FOUND C.O.R.
RENTON SURVEY
CONTROL POINT #1839
MASTER BENCHMARK
EL.=279.17'
BRASS PIN IN CASED
CONCRETE MONUMENT
SOUTH 1/4
CORNER SECTION 5
(NOT VISITED
FOR THIS SURVEY)
z
,m
Im
LO
I^N
M
W 10
Z
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGA T SHORT PLAT ASBUIL TS
TOPOGRAPHIC SURVEY
d-
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U
�M
W
Q
CL
0
DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
Q
DRAWING NO:
20547
SHEET:2 OF: 9