HomeMy WebLinkAboutR-419702LEGAL DESCRIPTION
TOPOGRAPHIC & BOUNDARY SURVEY
(PER STATUTORY WARRANTY DEED RECORDING# 20210407002072)
LOT 2, BLOCK 15, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF
EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING
FOUND CONC MON
FOUND CONC MON
COUNTY, WASHINGTON.
W/ BRASS DISK
O N
N 32ND ST W/ BRASS PIN
(PER STATUTORY WARRANTY DEED RECORDING# 9003151548)
IN CASE, DOWN 0.8
IN CASE, DOWN 1.0
N 89'04'08" W 1300.07' MEAS. (1299.97' R1) VISITED 12/2017
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75.01'
LOT 49, BLOCK 15, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
ADDITION TO SEATTLE, NO. 1, ACCORDING TO THE PLAT RECORDED
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IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON.
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BASIS O F BEARINGS
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N 01 °48'13" E BETWEEN CITY OF RENTON CONTROL POINTS
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#1836 AND #1886
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ROW �ll ��4 �� 32 all 301 �� 25' s
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REFERENCES
R1. RECORD OF SURVEY, VOL. 290, PG. 286.
RECORDS OF KING COUNTY, WASHINGTON.
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FOUND CONC MON N 89'04'36" W 1299.73' MEAS.
VERTICAL DATUM
W/ BRASS DISK N 31 ST ST FOUND CONC MON
IN CASE, DOWN 0.8'
NAVD88 PER CITY OF RENTON BENCHMARK #1836
N W/ BRASS DISK
CONTROL MAP IN CASE, DOWN 0.8'
CONC MON IN CASE AT THE INTX OF BURNETT AVE N AND N 30TH ST
W
N.T.S.
ELEV: 36.586 METERS (CONVERTED TO 120.03 FEET)
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SURVEYOR'S NOTES
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RIM-101.13'
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FOUND CONC MON
IE(N) 18"CPEP=93.58'
IE(S) 18"CPEP=94.03'
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1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
W/ TACK/LEAD
IN CASE, DOWN 0.6
Sp IE(E) 12"DI=97.43'
SD�SD �P P P P P P P P P P P P P$-P P P
SD SD SD
P P
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JULY OF 2021. THE FIELD DATA WAS COLLECTED AND RECORDED
(RENTON #1836)
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ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE.
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CB TYPE 1 106''
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THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD
NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR
CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS.
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N RIM=101.24' °� s APPROX. LOCATION OF
SSMH IE 12"CPEP E.-98.91' �= 06.5a 07 WATER LINE, P PAINT
( )- APPROX.
RIM=101.82' �
IE 12"CONC(S.)=98.99' MARKS (TYP) GAS LINE,
IE 8"CONC(E./W.) IE 12"DI(W.)=98.74'
LOCATION OF � CB (TYPE 1)
PER PAINT v,
MARKS o RIM=111.83'
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2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
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=91.66' C.C.
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(TYP) IE 12"CO.)=10 =10'
IE 12"CONC(E.)=109.66'
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COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
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I IE 12"CONC(W.)=109.61'
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3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS
DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY
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OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE
PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING
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BRASS DISK, DOWN 0.8 SS SS
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MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED
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APPROX. LOC OF I ASS SS
SEWER, PER PAINT
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SS SS
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BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION
MARKS (TYP) c 3
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SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL
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PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN
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MAILBOX
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OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR
FOUND CONC MON
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LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF
UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE
w/ BRASS PIN
IN CASE, DOWN 1.0
(RENTON #1886)
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CB (TYPE 1 �
sSMH
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8"CCNC(SE
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CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE
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D REBAR CAP
IE 12"CONC(N.)=99.36' z o NEI BORHOOD WA CH /
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SERVICE (800-424-5555).
IE 12"CONC(E.)=99.76' SET LS# 29537
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4. SUBJECT PROPERTY TAX PARCEL NO.(S) 3342101511 &
IE 12"DI(S.)=99.66' REBAR/CAP ° 0.08 S & 0.05 W 2
I N 89 04 08 W COR
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3342101750
WOFPROP
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5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 5,099 ±S.F.
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(0.12 ACRES) PARCEL NO. 33421015117
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SUBJECT PROPERTY AREA PER THIS SURVEY IS 5,098 ±S.F.
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(0.12 ACRES) PARCEL NO. 3342101750
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6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
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REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST
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THAT ARE NOT SHOWN HEREON.
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7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
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MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND
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TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS.
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ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND
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MEET THE STANDARDS SET BY WAC 332-130-090.
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LEGEND
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0 ASPHALT SURFACE O REBAR AS NOTED (FOUND)
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BUILDING REBAR &CAP (SET)
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CENTERLINE ROW SS SEWER LINE
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CONCRETE SURFACE �.�� SEWER MANHOLE
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RETAINING WALL I D SIGN (AS NOTED)
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X X FENCE LINE (CHAIN LINK) -SD- STORM DRAIN LINE
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FENCE LINE (WOOD) SIZE TYPE TREE (AS NOTED)
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INLET (TYPE 1) ® WATER GATE VALVE
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® MAILBOX (RESIDENTIAL) W WATER LINE
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APPROX. LOCATION FENCE 5 NW e, . � ., d• • ,a
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OF SEWER PER PAINT
MARKS (TYP) = • ,d . d •
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VICINITY MAP
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APPROX. LOCATION .` •• , •
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OF WATER PER PAINT %
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MARKS (TYP) d e
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10.9 1112. WALL FENCECONC
STEEP SLOPE/BUFFER DISCLAIMER:
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0. 2' W 5. 0'
THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING
SITE
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ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE R103/18/2022
FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT
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3 °
oax1° 1089„ 2 "''
ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR
JOB NUMBER:
210956
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14.8' 110.3x °
CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH,
DATE:
07127121
9 KennydakeUnited Cloudbrea
°11` o '°9 >I TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR
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COMPLETENESS OF ANY STEEP SLOPE INFORMATION ULTIMATELY, T HE
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=
o6g5 3 10,..
(2) 12" DEC 9 MATCH LINE - SEE SHEET 1
LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY
DRAFTED BY:
TGC
CHECKED BY:
JGM / CSP
man Paint N 301h St N 301h S1 N 301h Si N 30th St N 3
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6.94 0°� _,
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Wes}_ W 30" DECK MATCH LINE - SEE SHEET 2
FOUND REBAR/CAP
SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE
DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY
CONSTRUCTION CAN OCCUR.
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SCALE:
1 " = 10'
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N 29lh 5! v N,q 07h 51 Q N29th 5< N29Ih St
25' SET >- LS# 29537 (DISTURBED)
5 ROW REBAR/CAP 0.46'W OF PROP COR '24, I
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R-419702
REVISION
HISTORY
GWanaka Win
United Energy Engineers Architech
1�Q
4 9'
08/06/21
ADDT'L
TOPO &ADD
96"�< W
'0zss. 1os.a ° ��
89 04 22 W
INDEXING INFORMATION
PROJECT #211094
N 781h P1 N Mh PI N 28th P1
D
�q. m
°
3 °" R WOOD SET 0D >-
T2 PH SI ALL SO.00 W EAVE
107.49 �Gt .2 WALL REBAR/CAP N
S W 1 /4 SW 1 /4
4 4
12106121
PER COMENTS
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CONC 2 4' 11 .0 LS# 566 s `� J 6�
N E SECTION: 32
WALL 12.7 ¢ 113.2 11
3.5 114.o
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TOWNSHIP: 24N
01/10/22
UPDATE
DRAWING
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(Jp 3 110 FENCE �
4 SE 4 RANGE: 05E, W.M.
Seavle❑etas
,9° H6211
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EAVE N 89°04'22" W 50.00' 0'7 W ox,�,�
COUNTY: KING
SHEET NUMBER
2
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1 OF
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