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DowSign Envelope ID:FE5DEOE9-05854040-BEFS-48AC97A09816
<br /> LEGAL DESCRIPTION
<br /> 7RECORDED
<br /> WARRANTY DEED, AF DI 20O THE 0594) TOPOGRAPHIC & BOUNDARY SURVEY
<br /> BRIDLE PARK, ACCORDING TO THE PLAT THEREOF
<br /> UME 16 OF PLATS, PAGES 16 AND 17, RECORDS
<br /> OUNTY, WASHINGTON.
<br /> / FENCE LINE r WOOD W CL FENCE COR FEN COR
<br /> ON PROP LINE N N FENCE COR .4,NE F
<br /> 2.9'NE OF PROP NE 1�J' ROP OF PROP F v
<br /> FENCE LINE - "`YYY `V PROP LINE PROP LI E
<br /> 1.8'NE OF PROP LINE a�spe
<br /> �Il 18 PROP LINE N 39'25'55"�W 112.59' 6J
<br /> BASIS OF BEARINGS FENCE COR t FENCE LINE 5W -4 -4p e 0 FOUND REB R/CAP
<br /> 0.6'NW OF 0.7'W OF FENCE COR WOOD WALLS 12'DEC "K&A"LS#1 033 (A
<br /> PROP LINE PROP LINE ON PROP LINE ON PROP 0.11'S&0.WE OF
<br /> N 21'5225" W BETWEEN SURVEY MONUMENTS FOUND AND HELD LINE 1� WOOD WALL �� WOOD WALL ,1p° PROP COR
<br /> AS SHOWN HEREON PER R2. FOUND IRON PIPE
<br /> ON PROP�> FEN LINE
<br /> 0.09'5 LINE 0, SE OF L
<br /> OF LINE
<br /> REFERENCES \ �0 WOOD WALL
<br /> j 0.35E
<br /> ✓`tel
<br /> N. PROP LININ
<br /> E
<br /> R1 BRIDLE PARK, RECORDED IN VOLUME 16 OF PLATS, PAGES 16 CONC.
<br /> & 17, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. WINDOW WELL
<br /> R2 RECORD OF SURVEY, RECORDED UNDER AUDITOR'S FILE NO. 'm EAVE
<br /> 201011025004, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. IJ7 119) - ,,,, - - - �' WOOD WALL
<br /> 0.31SE OF
<br /> 4i CeS°llll1Li� \ I 0 m PROP LINE
<br /> VERTICAL DATUM
<br /> /od /
<br /> WOOD WALL
<br /> WOF FENCE E
<br /> NAVD(88) PER GPS OBSERVATIONS. x PROP LINE 0.3'SE OF
<br /> PROP LINE
<br /> Q 'I' FOUND MON IN CASE HOUSE N0.5413 FENCE LINE WOOD WALL
<br /> G2°�s 3j BRASS PIN,DOWN 0.8' \ 0.5'NW FOOTPRINT=2,039 SF W
<br /> OF
<br /> PROPLINE 0.3'SE OF
<br /> O Sf �• \ CHIMNEY 0 O PROP LINE
<br /> SURVEYOR'S NOTES �L� \� Pg�o°21 ,� ; ^ EL-34 a3'Nw � g
<br /> �x >
<br /> p � 1
<br /> 3
<br /> 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN N 50.34'05'E ][0T 20 \ �Fj� PGS '� �'„j, W
<br /> FEBRUARY OF 2019. THE FIELD DATA WAS COLLECTED AND 6.00' �'r 'j5 N� LAVE; W o W
<br /> 6.5'
<br /> RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC \ 1yO� / 0.2'Nw r -ate �,.ryo } o V
<br /> THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. \ / ` ;p^ ry. ' rn Z W
<br /> WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN \ / I / �•, Q Z N w > Op
<br /> FOR CONVENIENCE ONLY DESIGN SHOULD RELY ON SPOT y\ ! / / ¢ } � o Q
<br /> ELEVATIONS \ i \ / I Z a () D Q
<br /> 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE N.\ `� / / / o �J j
<br /> COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. "u;\ o / I ¢ :d'e O c; O
<br /> 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS ¢\\ / / 24'4 a.e _ _ +, 0.3'NW m Q)
<br /> Eav2 M W
<br /> DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY � j a / / I .30E ROOF EL=361 Y ¢ coNOf• raj a U tt W
<br /> OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE \ \ / / DRfVEWAy� h U h
<br /> PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING m \\� W ¢ W
<br /> MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED
<br /> BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION W Q p
<br /> SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL v
<br /> PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN \ v 0.3'NW / o
<br /> OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR w ,>'"e' M ( z
<br /> LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY O
<br /> INFORMATION FOR THE ACCURATE LOCATION AND TYPE OF
<br /> UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE \ Z O
<br /> CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE
<br /> SERVICE (800-424-5555). '1�`N\\ c" - O •, 0.3'Nw
<br /> 4. SUBJECT PROPERTY TAX PARCEL NO. 00396700201900 '� O / 16",18"DEC
<br /> O
<br /> 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 15,543 S.F. \ _ � � O v�
<br /> (0.35 ACRES) \ I ER n
<br /> 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
<br /> REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST \\ N 21'52'25"W
<br /> THAT ARE NOT SHOWN HEREON. \ 0.13'
<br /> FOUND MON IN CASE O
<br /> 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD BRASS PIN,DOWN 0.6' I
<br /> MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND
<br /> TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. � 22 LOT 23 / 0.5 NW �O
<br /> ALL ANGULAR AND LINEAR 'NEAR RELATIONSHIPS ARE ACCURATE AND N 85'41'05"E I Z ¢ ,0yf
<br /> MEET THE STANDARDS SET BY WAC 332-130-090. /
<br /> N W
<br /> CONTROL MAP
<br /> OJ OJ OJ
<br /> N.T.S. ¢ m c CE
<br /> 0 ASPHALT SURFACE AF AUDITOR'S FILE 7`� Q
<br /> BUILDING BLDG BUILDING •' s 0) 0)
<br /> CENTERLINE ROW C.C. CENTER CHANNEL ¢ ,
<br /> O CONCRETE SURFACE CB CATCH BASIN V
<br /> RETAINING WALL CONC CONCRETE / ^, 44,
<br /> V j L 3
<br /> FENCE LINE(CHAIN LINK) COR CORNER O
<br /> FENCE LINE(WOOD) ¢ 0.6'NW 0-
<br /> DEC DECIDUOUS
<br /> G❑ GAS METER Z O.
<br /> GUY ANCHOR
<br /> ELEV ELEVATION Co U)
<br /> 3 / r
<br /> ® INLET(TYPE 1) EVG EVERGREEN
<br /> H FLOOR FENCE LINE U)
<br /> FF FINIS
<br /> O IPQ IRON PIPE(FOUND) 0.35E OF ¢ N
<br /> MONUMENT IN CASE(FOUND) G GAS PROP LINE 00
<br /> P❑ CD POWER METER LS# LAND SURVEYOR NUMBER / 00
<br /> -p-POWER(OVERHEAD) MEAS MEASURED
<br /> O POWER POLE W LIGHT MON MONUMENT ¢ FENCE LINE O)
<br /> / FOUND REBAR/CAP i a.-• 't
<br /> v 0 REPAIR AS NOTED(FOUND) PROP PROPERTY
<br /> "PLOG"LS#31976 e PROPNLINNE FOUND REBAR/CAP S
<br /> - OF
<br /> SS-SEWER LINE (R) RECORD DATA 'e "K&A"LS#11033
<br /> (J SEWER MANHOLE ROS RECORD OF SURVEY ¢ N 39'25�55'� W 51.66 q`2 28. 0.05'S&0.08'W OF
<br /> SD SERVICE DRAIN CB(TYPE 1) R=346. 4' PROP COR 4�
<br /> SIZE TYPEO TREE(AS NOTED) SSMH SANITARY SEWER MANHOLE RIM=336.21' Q'7 O Q Q O) LFI
<br /> WM,^= WATER METER SF SQUARE FEET E(N)12"CONC.=333.51' z ,v' "wN CB(TYPE 1) >a' :a �'� Q) N
<br /> IE(S)12'CONC.=333.76" ' ■1 J..+
<br /> c FF va ' ( 343 21'
<br /> IE(W)8"PVC 334.66' - •/ IE(N,S)12"GONG. 341.66' C
<br /> VICINITY MAP 9 GB(TYPE 1) c 0
<br /> N.T.S.
<br /> SO
<br /> SD SD SD1^\\�SDSD SD-SD-SD-SD-SD-SD-ID SD.a SD •'a•, DO,e RIM=344.22'
<br /> V mSD_ IE( 12"GONG=341.47'
<br /> el ASPHALT S IE(WW)8"PVC=341.72'
<br /> PAVEMENT CE)
<br /> _J-• EDGE OF ASPHALT AP S0� '■ O
<br /> W
<br /> ' FOUND MON IN CASE o O
<br /> b BRASS PIN,DOWN 0.8'
<br /> SSMH N 50'34'05"E
<br /> 25.17 6.00'
<br /> 6.00'
<br /> IE 8"CONC.=315.97'(0.C.) a,,. ( ,� JOB NUMBER: 190119
<br /> s v� DATE: 03/07/19
<br /> SS SS 55 \ �5SS- � "N00 , DRAFTED BY: LMR
<br /> ( IN FEET) v N 39'25'55"W 51.68' R=3 �-
<br /> 1 INCH= 10 FT. SOUND AVE SIT
<br /> CHECKED BY: JGM/RLS
<br /> SSMH
<br /> RIM=343.01' SS SCALE:
<br /> IF 8"CONC-327.81'(C.C.)
<br /> 3g REVISION HISTORY
<br /> EDGE OF ASPHALT3/14/19 STREET NAME
<br /> SITE
<br /> ss
<br /> SSMH / SHEET NUMBER
<br /> IM=342.89'
<br /> IE 8"CONC-330.89'(C.C.) 1 OF 1
<br />
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