Loading...
BLD2023-0312+Recorded_Easements+3.13.2023_10.06.47_AM+3416725LEGAL DESCRIPTION FOR PARCEL NO. 00566900501001 (PER QUIT CLAIM DEED RECORDING# 200311060676) BEING THE WEST 80 FEET OF LOT 10, BLOCK 5, SEATTLE HEIGHTS, DIVISION FOUR, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF SNOHOMISH COUNTY WASHINGTON FOR PARCEL NO. 00566900500901 (PER DEED OF TRUST RECORDING# 200303201357) THE WEST 120 FEET OF THE NORTH HALF OF LOT(S) 9, BLOCK 5, SEATTLE HEIGHTS DIVISION 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE(S) 11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. NOWB:A:SIS OF BEARINGS N 02°08'39" W BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF 74TH AVE W, PER REFERENCE NO. 1. MMMEREFERENCES R1. CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT NO. LL-2006-145, REC. NO. 200703055005, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM NAVD 88 PER GPS OBSERVATIONS SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN OCTOBER OF 2022, AND NOVEMBER OF 2022. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. 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. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00566900501001 8c 00566900500901 5. FOR TAX PARCEL NO. 00566900501001 SUBJECT PROPERTY AREA PER THIS SURVEY IS 7,239 ±S.F. (0.17 ACRES) FOR TAX PARCEL NO. 00566900500901 SUBJECT PROPERTY AREA PER THIS SURVEY IS 7,240 ±S.F. (0.17 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND 0 ASPHALT SURFACE P ❑ POWER METER BENCHMARK P POWER (OVERHEAD) BUILDING PP O POWER POLE CENTERLINE ROW 0----0 POWER POLE W/ LIGHT CONCRETE SURFACE 0 REBAR & CAP (SET) _X FENCE LINE (CHAIN LINK) O REBAR / IRON PIPE (FOUND) FENCE LINE (WOOD) 7Y1K7Z2K7YZ RETAINING WALL FIRE HYDRANT ROCKERY G GAS LINE SS SEWER LINE G ❑ GAS METER )SEWER MANHOLE GAS VALVE I D SIGN (AS NOTED) GRAVEL SURFACE SD STORM DRAIN LINE ❑0 INLET (TYPE 1) SIZE TYPE° TREE (AS NOTED) INLET (TYPE 2) W WATER LINE UM LUMINAIRE WM ❑ WATER METER ►fit MONUMENT (IN CASE, FOUND) WV DQ WATER VALVE E PAVER SURFACE VICINITY MAP N.T.S. Il I� F �J Y .. 1J Edmonds eLearnmg OAcademy r. -,Sh,mh', African bcubgp, Q 208th St SW Q 2081h St SW 70A1h sr Sw O Q 208th St SW J Q Horizon Park Apartments v J 9BuildingBlacksJr _ Fairway Aparunen[s E f $ t7_ Sprouts Preschool & Childcare E JB CONSTRUCTI SERVICEESS Q Qlrish Heritage CUE SITE - •_ 20" a sw g a g A1�2-- F QAQUALIS Prestige Post -Acute and s-ztmnstsw ` 21.11, w 2totnstsw Renah Center -Edmonds i QAxis Physical Therapy ds, WA Porbug Reparr9 A coon Jackson � 0 0 Audas Barber Shopq Dram Cleaning James Auto Sar,pes 3 Rom- Pizza Kd--Chen 93-D Roof Systems Kate Neo Edm°nos ,;,, I7, GRAPHIC & BOUNDARY SURVEY CB (TYPE 1) RIM=407.79' IE 12"CONC(SW.)=405.19' e ho ati TNQ1 CB (TYPE 1) N°� RIM=408.20' IE 8"CONC(NW.)=405.50' k°�� IE 12"CONC(NE.)=404.55' APPROX. LOCATION CB (TYPE 1) IE 18"CONC(W.)=397.86' F WATER LINE, PER RIM=408.81' o \ IE 36"CONC(N.)=396.16' RECORDS IE 8"CONC(SE.)=406.61' ti° IE 36"CONC(E.)=395.95' koo k o� Id' �S � IE 12"CONC(S.)=UNABLE TO MEASURE k°kak FOUND MON IN CASE k°o ASPH '� k° " �CURg 406,85 406.4� 0 405.4 CURB IRON PIPE, DOWN 0.9' 407 96 6 _SD SD SD SD SD SD SD SSMH 409.E<> WV WE SSMH RIM=409.09' W W v �� W W W RIM=404.71' IE 8"CONC(N./E./S./W.) , 210TH ST S ASPH IE 8"PVC(N.)=391.30'(C.C.) =391.64'(C.C.) o > ' „ ^ti eP IE 8"CONC(E./W.)=391.30'(C.C.) °° a N 89'17 31 E h ok (� v � x407 62 406.95xxk CB (TYPE 1) o FOUND IRON PIPE SITE RIM=409.50' 0.23'E OF LINE & U) SET PK IL W/ IE 8"CONC(NE.)=407.60' 0.52'N FROM - R ASH G PROP COR ELEV= .74 S S m--h SS SS SS SS SS SS SS - �� k°O� o ^o 0 0 o So OF'4 6 8A 405 39 403.60 RB 404.45 40 .69 SD - 406. 5 k 405.0 x . .40•4.3.• P O P P ho o SD - xo� 4azo8 �p 4bxApe k x SPH ko °y. SPD LIMT 25MP . P IP P PP P PP v P P °' in - 9"' � 406. s"9 0406. 4IN 9e17 1, E P60.0 ' 404.88 .` 404327 G GV o°� 83s yD o Co, o.' ,,. g h° WM 5�' o" 18" EVG ^ k 44 8.2 .%' o CD -rl.. CB (TYPE 1) o°. \p 408. ' °$'. �' • r r m k°o oh6 FOU REBAR/CAP k .. ,� ; , r.-^' k co 24", 36" EVG RIM=409.48' wv LS# 2�969 ON II•,. IE 8"CON C(E./SW.)=407.23' P STQ. moo': p` 4p OgO R0 oaoo m 0 �� c ROCK ko • �• o-° xarn rok 0 403.44 f0�. FROM PROP U, .v . 406.8 d Oh C R co STEPS f 7.40,.0� �a.�.. 7. °6.. k k> CB (TYPE 401o(2 11.2 FENCE COR RIM=408.3':��.6 FF EL=40 NC �� xk� 5.1' W IE 8"CONC W. =405.6 c ,� ASPH ko ko ( ) n 9 ; LA DIN IE 12"CONC(N.)=405.4 n k°''are HOUSE NO. D F E CO mD 7328 > 5.8' W Am FOOTPRINT=1,230 d) n CONC ±S.F. °6. c ALL LANDING CONC k ° 0 0.3' E k° WALL QOj.. 6 o6i.. 406. a 0. `lx sae c 6ss.� 406. 5 ARo m k° k°o • k FENCE COR 0.4` 40 W 4p>. o> A� � o� s.-- °aos.73 eR o� kE° 0.9, W .'..4 a �3 2Q� ° V 406.4• 0 00 x WALL GATE ''• - o k 4 k ti 408.64 ..4. .60 .8'4�0 .66 R06•.�6,'67........ k°0.9' E to �a� �; e BLOCK 1 PAVERS k�°e: ° 6..�6........... PP CONC �� 0 7................ k°O WALL °.. GARAGE"�""' o m.'.'.ro..... FF]... AVERS:'''''' k k°ooFENCE WALL .. o . �.................. . FOOTPRINT=48•""'o ' �'.'.'.'.'.'.'.' o FOUND IRON PIPE Ile a BLDG ±S.F. r?1........k. 0.12'E OF LINE & k° I4 � w ROOF EL=420.4 aoss........ x.. �rR'Vh : k APPROX. LOCATION OF N6n 0.1' W �. o x aoa:3..B.10.66'N FROM GAS LINE, PER PSE I o ��� a FF EL=408.7' ..o -WALL."."."."...... 4ps'' PROP COR MAP NO. Q163070 408.50� °�.: ° o�'::::::::::o::::::.. 40 FENCE COR �! BLDG so;.................o�.:.:..:.:...6h. ....E: FENCE Z 0.8' W ......s. xa. ......ko.'o.. 0.6'S OF LINE 408. �w : 08 �08.6 EAV 4oxs . .........�o . ,ti 3' & 1.2'E FROM N 4-1 •, e... .. �. .8....... .:�, .:.:.:.:.:.:.:.:.:.:.:.... k cn o. �.............. a o PROP COR ° o k �O,', ........... ko W L ^a:... � 30 ��• ' • • � �0 � C'r ::Q:::. .:,1. � k 1. E FENCE END k° � W W 4Q8 �, .O� . \...'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'' 0 O so y �....�.:.:: 0 0.6'S OF LINE cn D ROW4o8. ro: ;Clt . �; . . .: ......... .. . ... ^O a �.�;:. a...Q. �........ ti & 1.6'E FROM k° Qj7.�fG: °a oti� PROP COR ASPH k v r0 cn j k � 408 k �l (n Gs.'.'.'..''..'.'.'.'.'.' ' �ri �a ><�° a O TI h x .............. ............... Off. 08.50...... ..xp, ... N fill k:J:................................ Doi .' w a08'.Z'.'..' ........... W (7 00 ° ...................20...EVG:: g cn FENCE CO _ ^.. ........ N y V RO u" .. ..'..^ ... &0... .'.407:.4.a.......... O`O ROB Wo o ��i.2' S 2S v Z o .... .....:::... Ln m x.... k....... kn k° CUR A G cn U) o.. ........ �.......................... CB (TYPE 2) RIM=398.98' IE 36"CONC(E.)=391.55' IE 36"CONC(W.)=391.13' SD -SD -SD -SD -SD SS SS SS SS -SS -SS -SS -SS SS -SS -SS -SS -SS v SS SSMH RIM=399.19' -P P P P p P P P P=390.45'(C.C.) PP k° Ok. � .... .. ,� .....o,,. � C•� g08:. 408.2 ..'.:..^:.'....,,D... yb.......k.'.kk.'.'......o. ..... 06..0�•..... �'4 O$..$.'.'.' 406.8 O6 18 25 E N� �� a 6 6" DEC-,0 A (x o x O 0 6.5 'S 0� 05.9 ,O5) EVG A26r .�•." 25 x 4022 '399 k46.5' . SET �o 40 .0 °sa G °�. oh. °o. ko a05. 404 k ox o w e REBAR/CAP cn G BLDG I I 9 ko, I� n I :: ^,wwww5 OVERHANG I NQ1 "P > HOUS NO. v o S D r�ak°k m 3 "EVG k° Z �.. CONC STEPS xO6 ' NM k°o� Z:40� h' 406.74 ROC ERY 406 6 k o " FII AO ^, O O� SOW 6 406. 406. 0 . 4os:8 U5 ASP 300, w . 405. 405 P I N 8�, 8'52" W FOUND REBAR/CAP ASPH LS# 22969 AT PROP COR SSMH RIM=405.54' IE 8"CONC(N.) =396.39'(C.C.) 0 k ^ 0 oka k PP 7 Ele Rrollance Surgical Best Friends Pet ,: nz- Fieh Ma rket® © STEEP SLOPE/BUFFER DISCLAIMER: earl Massages ® - 9 F © Burger ring Special sts i Ed o d Retreat P.nd Day Spa © 0 Johanson Law Group, Inc � THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR x.Q Edfr nds Auto _ Detail y FI B;(d`aey° 0 Q 3 Jack lO ®'an� INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR f Banner m CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR zumscsw o 2,2ihs swF ° z,2instsw z,zd stsw 212th GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE Edmonds-Woodway z OHigh o PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR School pbbox 'rckald Tcyoea THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, 0 C3* I PSdrop n�"PtsW Q f Q THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR 9Sandy Metzger, ATC 9 Par'212 Bea... Baild:mo Prnd�acts �'�rREntoom OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED - 0 z13rn al sw d< Parr. & R;2 CarMaxig uses caraezler 99 BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. 16" W Ti 2101 FOOTPRIN OhkS "k ° T'� 401.6x AVE o (2) 4" EC IS CONC o Ok N L N D I N G BLDG �� k° 404.9 'OVER ANG- BLDG -404.6 WOOD �9 M ' 0VIERHANG WALL oti. r koh^� kohEAVE e �. � o� ��ral��E3yy1 • .. -__ _-______-ry e , [Aft Iq �j n • • • .� ilk■]Inl • I� ` ' " _ .• . [S�rtirsr•�:a.3il��Fi '--� - �i���T�7���• E3IN • `0 i!........._.....11l.!.!.!.!: ;; '' n�wwwwG7RT.FAI<D• • , • '�i e • 'I r�reearr•r i7 wme fir; • .. • III . FOUND MON IN CASE BRASS DISK, DOWN 0.95' It t 212TH ST SW __._....3871 "Q 386.58 � ­1CURB � C'j ro FENC COR v WA�LD 6) z 0.9'E OF INE ° cn� n'� BIZ & 3.9'S F M o D COcn PROP C 7_ ASPH r W m 50 �� FENCE COR s� 6.2' S kti �0^11 to °moo FENCE COR 2.9' S 111 PE OR CKERY Q C E 00 .0 L4 c0 ° P x� OCKERY .9, E 10-:11 CE END 2, CA ASPH F REBAR/CAP S# 2969 0.06 OF LINE & 0.12' FROM PROP COR -1 e / 389.27 388.90 20" DEC O°� 3aa59 e 388.29 O�Oy 000 n 713 b� INDEXING INFORMATION a a NE a 4 W SE SW 1/4 SW 1/4 SECTION: 20 TOWNSHIP: 27N RANGE: 04E, W.M. COUNTY: SNOHOMISH >_ W �> L.fw U J J Lu Z co rn o W Q � Q W ~ N O o o Q CQC O O N � O m G �$ 06 0 W _ a U� a_ CZ) z LU v CU U Z J Q � N 00 N O o LU BLD2023-0312 RECEIV Mar 14 202 CITY OF EDMONDS DEVELOPMENT SERVI DEPARTMENT +­1 v ai N +- o � v 0 v) v o v O v Do DO J) < c Q � 00 > to O N N 00 'Zt o m Q JOB NUMBER: 221863 DATE: 10114122 DRAFTED BY: IDV / RPM CHECKED BY. JGM / DIRT SCALE: 11, = 20' REVISION HISTORY 11/18122 1 ADD TREE SHEET NUMBER 1 OF 1 ON