HomeMy WebLinkAboutR-40830300
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BASIS POINTS:
CITY OF RENTON STATION No. 1891, 2"
BRASS DISK W/X IN CONC. IN CASE AT
ND NE 2"ND PL
TOF'OGRAPHIGAL SURVEY
X-ING UNION AVE. NE A MERIDIAN:
CITY OF RENTON STATION No. 716, 1" WASHINGTON STATE PLANE,
BRASS DISK W/PUNCH IN CONC. IN CASE AT NAD83/91 - NORTH ZONE
X-ING OF ESTERLY PORTION OF NE 19TH ST. (CITY OF RENTON SURVEY CONTRO_ NETWORK)
AND UNION AVE NE
NOT03'16"E 200.82'
6' WOOD FENCE
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SITE INFORMATION: REFERENCES:
3811 NE 21ST ST 1. KING COUNTY ASSESSORS MAP CF SE 04-23-5.
SITE ADDRESS: 3811 NE 21ST ST RENTON, WA 98056 2. PLAT OF POSE HAVEN VOL. 63 PG. 10
3. CITY OF RENTON SHORT PLAT LUA14-000916
REC. No. 20160810900025
4. PLAT SUNSETTAX ACCOUNT No.: 042305-9237 5. RECO DF ST CF SURVEY E ECVO03 No. L. 220110,316900007
6. RECORD CF SURVEY REC. No. 20D90105900002
7. CITY OF RENTON SURVEY CONTROL NETWORK
NOTE: THIS DRAWING CANNOT BE SCALED DUE TO
FORMATTING REQUIREMENTS USING THE CITY OF RENTON
SHEET TEMPLATE.
MECHAMCAL - ELECTRICAL
FIRE PROTECTION
Engineering,
18465 NE 68TH ST
REDMOIND, WA. 98052
PH: (425) 462-9441
L•�'�'
FAX: (425) 462-9451
E-Mail: cservice®abossein.com
www.abossein.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. ABOSSEIN ENGINEERING (AE)
ACCURACY. CONTRACTOR SHALL FIELD
VERIFY GRADES, UTILITIES AND ALL
OTHER EX FEATURES & CONDITIONS. IF
CONDITIONS ARE NOT AS SHOWN &/OR
PLANS CANNOT BE CONSTRUCTED AS
SHOWN, CONTACT AE PRIOR TO
CONSTRUCTION.
PERMIT SUBMITTAL
OF A PORTION OF
THE NE 1/4 OF THE SE V4 OF SEC. 4, T-23 N., R-5 E_
CITY OF RENTON
WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON
NOTES:
1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY ACTUAL FIELD
MEASUREMENTS. ANGULAR AND LINEAR RELATIONSHIPS OF FIELD TRAVER�
WERE DETERMINED WITH A FIVE SECOND TOTAL STATION SUPPLEMENTED
WITH DATA COLLECTOR AND STEEL TAPE.
-'
2. THE SITE AND ALL CONTROL MONUMENTS SHOWN ON THS RECORD
SURVEY WERE VISITED IN JJLY 2016.
/
3. THIS SURVEY ACCURACY MEETS OR EXCEEDS PRECISION REQUIREMEI
— —
AS SET FORTH IN W.A.C. 332-130-090.
4. THIS SURVEY WAS COMPLETE WITHOUT BENEFIT OF A CURRENT TITLI
REPORT, EASEMENT AND OTHER ENCUMBRANCES OF RECORD MAY EXIST
THIS PROPERTY THAT ARE NOT NECESSARY SHOWN HEREON.
5. ALL STRUCTURES (BUILDINGS) TIES AND FENCES TIES SHOWN HERE(
ARE APPROXIMATE AND CA14 NOT BE USED TO ESTABLISH PROPERTY LIN
6. THIS SURVEY DOES NCT PURPORT TO SHOW ALL FENCES AND/OR
OTHER SIGNS OF OCCUPATION OR POSSESSION.
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7. EXISTING, POSSESSION, I.E.., FENCES, SHEDS, DRIVEWAY, ETC. MAY
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HAVE PRIOR RIGHTS. DO NDT REMOVE THEM WITHOUT LEGAL ADVICE.
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8. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN JU
'
2017 AND MAY 2019. THE FIELD DATA WAS COLLECTED AND RECORDED
1 $
MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DATA FILE IS
i
ARCHIVED ON DISC OR CD WRITTEN FIELD NOTES MAY NOT EXIST.
9. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONI
THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT THE
GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITIES SHOD
HEREON MAY HAVE BEEN TAKEN FROM THE PUBLIC RECORDS AND ARE
— —
APPROXIMATE CNLY. GEODETIC SURVEYING SLRVICES ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF PUBLIC RECORDS.
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LEGAL DESCRIPTION:
PARCEL A
THAT PORTION OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON, LYING NORTHERLY OF THE EASTERLY PRODUCTION OF THE SOUTH LINE OF LOT 4 OF ROSE
HAVEN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 63 OF PLATS, PAGE IC, IN KING COUNTY,
WASHINGTON.
PARCEL B
THE WEST 217.5 FEET OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLMETTE MERIDIAN, IN KING COUNTY,
WASHINGTON,
EXCEPT THE NORTH FEET THEREOF.
LEGAL DESCRIPTION NOTE: LEGEND
THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON
STATUTORY WARRANTY DEED, AFN 199902180526. 0 SANITARY SEWER MANHOLE
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DATUM = ¢ �;
PORTION OF: NE1/4, SE 1J4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
NAVD88 gp FRCXCT
of H f U GEODETIC T UKRANIAN PENTECOSTAL SCALE i 2
OATZIM BENCHMARK R� 'M z 3811 NE 21ST ST DWG -`
C.O.R. BENCHMARK No. RENT1325 x '0 SURVEYING SERVICES F2ENTON, WA 98056 717R
3" BRONZE DISK W/PUNCH IN CONC. a `� JRAWN BY
IN CASE AT X-ING OF SE SE 104TH P.O. SOX 133 DRAWN BY
gtcI STD � J4 r MUKILTEO, WA CITY OF RE:�ITON APPROVED R
ST AND 132ND AVE SE s BODE Tr �,� 98275-0133 TOPOGRAPHICAL SURVEY R
ELEV. = 444.77 C'•~ nunAlC. (AI)r,) 000_173Q SHEET 1 d
BY I DATE
SURVEYED: GEODETIC SURVEYING
SERVICE
DESIGNED: S P
DRAWN: S P
CHECKED: S P
APPROVED:
SCALE:
AS INDICATED
ON DRAWING
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
Aomttlk CITY OF
[%;R3 RENTON
Nhor
Planning/Building/Public Works Dept.
R-408303
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21 ST ST
RENTON, WA 98056
TOPOGRAPHIC SURVEY
DATE:
02-25-20
FIELDBOOK:
PAGE
C1.2
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