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WEST 1/16TH COR. N1/4 COSEG 2.9'•
<br /> FOUND CASED CONC MON SECTION 20/29 W/FOUND
<br /> ASED
<br /> TED NAIL
<br /> •r10N
<br /> W/ t t/2'.BRASS DISK W/'X' / (VISITED,70-06-99)
<br /> (VISITED.10-06-99) G/
<br /> USED FOR ALIGNMENT •
<br /> 589.48'29'(. 131954^ 20 ti
<br /> 1394 RR•I 329.88' 659.7T. ► V.5..., •ti
<br /> WEST ]/]6TH COR MONUMENT SET FOR tiv. ••� _r _
<br /> )N C.O.E. SHORT PLAT N1/4 COR SEC. 29 d _ .. ti
<br /> SECTION 20/29 A► AFx200006165001 FOUND CASED CONC MON e •
<br /> _
<br /> / h W/ INVERTED NAIL SITE w •..
<br /> (e// N a9•Qe'z9•w 116TF1.ST.SE (VISITED 10-06-99) o a •r•••. ;,
<br /> 1.
<br /> 1.31954'
<br /> 34.98' ZO -..--
<br /> 0 o•m • ••k •
<br /> 1 131.02' 120.67 163.88' _,, q b _
<br /> (fir-
<br /> /�//,/�- - V ..
<br /> 1 98965 / 29 _ 3 z 1'• ,r
<br /> Lf- - I m 0 •'1 • •
<br /> •
<br /> r' N'.I o ''. •Jr .
<br /> is. • •61W 61WV-- 16468' 16425' 'D 326.934 , .,• {9"34'1Y(\ flTRACT 999 589'3494'( - .657.87'. - .\ -957.86' .." •r\ \y
<br /> •
<br /> NORTH - W
<br /> 100.15' ,•�� C.O.E. SHORT PLAT 0 io .� • ••ti o o� •1 o
<br /> I 9, AF#2000051 55001 Z m• 'O'`D 1 '�` z
<br /> 0 01� I ag
<br /> LOT 1 z. ••
<br /> J O Z I ••ti r.
<br /> •
<br /> g g'. ) ("5': :D .
<br /> 12i/:8 ,.NORTHWEST•t')6T1#, •• NORTH 1/16TH COR
<br /> / o; <o CO2 SECTIQl1 29 6559T f 655.97 SECTION 29
<br /> 8'2N/ I
<br /> LOT 2 I .4 r 58950919'54'EN89°4994 I I
<br /> 136.00. / •,,..... •'.
<br /> / '( 3 I 50 25 0 50 • SECTION! SUBDIVIFiION
<br /> xl UilOTY(SMT-..i ,.ten SCALE: •I'=50' _
<br /> LOT I I o I ., ••5•. ''SUBDIVISION INFORMATION PER RECORD OF SURVEY RECORDED UNDER AFn8906235006.
<br /> (z 10.387 SF I m o I I I • r r• SCALE 1'=300'
<br /> 51 •
<br /> n /11620/ I w Z I LOT 3 - .•� .....
<br /> WEST I n
<br /> o
<br /> 136.00' - • •• 1
<br /> •
<br /> N89'48'29'W 136.00' MONUMENT SET FOR •ti , • _ ••• r p BEARING
<br /> ��/L 11'
<br /> • Q I C.O.E. SHOAT PLAT I _ _• BASIS BEARING
<br /> AFx200006165001 5
<br /> I O I LOT 4 Le"• •.1 •. BASIS OF BEARING PER SHORT PLAT RECORDED UNDER AF/ 9807145001 ORIENTED TO THE
<br /> �, Y LOT 2 I.�. Ilf I - -• ••t • MONUMENT LINE OF 116TH 5E.
<br /> 556 ••i 0.628 SF I {.. _l- '- - -�_ •
<br /> /11626/ w H n
<br /> 4.64' ;� 1.>3 •
<br /> • •••''
<br /> •N89'40'291W 136 •
<br /> .00' \ 0 I • •\l%eoob 1 fr SURVEY NOTES
<br /> 1I O 0O ▪• EQUIPMENT:LIETZ-SOKKISHA TOTAL STATION 1" THEODOLITE WITH INTERNAL E.D.M.
<br /> 10 PRIVATE d / 2.30' 30' „-55:0,0\2 ••L-
<br /> a LOT 3 DRAINAGE ESM '%� / R/Is 6/w e
<br /> 6.966SF1V I '4 • •
<br /> (• _ ••'� METHOD: FIELD TRAVERSE
<br /> :c...
<br /> /11630/ ,5���'/ // NI �b �� I P .. r� - THE CLOSURE Of THIS FIELD TRAVERSE CONDUCTED DURING THIS SURVEY MEET OR EXCEED THE
<br /> �$,> SCJ' �m�L` -' - "' 't r -
<br /> 215,7-5 7711"6:1) FOR ADDITIONAL SUBDIVISION INFORMATION SEE SHORT PLAT RECORDED UNDER AF4200006165001
<br /> `\ 509.34'14•( �2a. 136.00' _.y.
<br /> NORTH LN. 5. 275'OF THE Nl/yr-
<br /> • LOT303 (V � f•CURVE TABLE,•• . . � •• LEGEND
<br /> Wl/2, WI/2.NEI/4.NW1/4 53P34.25' • "I 'ti CURVE LENGTH_QAp1U5 •D TA ▪ •'I.▪ N•_
<br /> SEC. 29. T28N,R5E m /11702/ I 1307 ---� n - \J = FOUND MONUMENT IN CASE (AS NOTED)
<br /> I-: 10'MITT ESM1 ����66 3 n i r I Cl 44.93 60.00 39°O{'56'
<br /> I N00•03'49 E 87 42 i�0� '.- off C3. 15CZ .553 46 D0 r 9735 24: = SET STANDARD CITY OF EVERETT MONUMENT IN CASE.
<br /> LOT Y rs•-•(1T/•4'.°• 't•.. ti, •1,C4••` 52.9% 46.00 6556'l0'•• ' z • = 1/2' X 24" RESAR AND CAP MARKED -ASPI 35975'
<br /> .., '1'., C,{5 . 34.81 '.46.00 412128' SET AT ALL LOT CORNERS AND ANGLE POINTS
<br /> 5.965 5F :• '" . ▪ C, C6_ •.30.56 46.00 y8°01'49' G = GROSS LOT AREA
<br /> 1 1 :, - h• CB - r C7 244} 46.0Q 5'30°33'53'
<br /> b 5'UNDSCAPRIG {JZ: KY ,-I I t •••••
<br /> N = GROSS LOT AREA LESS ACCESS EASEMENT OR PANHANDLE
<br /> EASEMENT\ / •S �� ▪ ,I 1 •�''' EAST I GTI = LOT ADDRESS
<br /> m Y c ,g/ 1 •,---,------L.
<br /> , ••5 • 164.25' 1 EAST IN. OF THE N1/2 -
<br /> I I IN. BSBL = BUILDING SETBACK
<br /> +�'� 9.6 ' g' ,n I W1/2, WI/2,NE1/4. NW1/4
<br /> 260 • 7{cb'!; , 1 24 `q N ,• SEC. 29. MN. R5E - -n11.0"V.-Gio
<br /> Ah ohlti1 wl • 6/'16324'\5'LAN APIf4G of. I r k 6.0 7.rruEASEMENT. ▪ �I 1Qr• �,03?2 - �`o LOT•1 0 Q/A1 Q I }I 0 Q'' • 1
<br /> n• ..,,,_ • G=18.460 5F -- I P I .11%0 o
<br /> r o .,9.038 9E a ®.. 11 no !A,
<br /> •,. - •ri r •� �`,j 1189'....5.___63_151._
<br /> 'lly 04.78_2._l I 8 O AL LAtm
<br /> ' '"'1•r. ___ - _ _ + I EXPIRES 3/30/2002 ,
<br /> o
<br /> N',, ( 5'BSBL ,� I A
<br /> -•• - -• - - of' I LOT 8 i--.I ����'�)
<br /> •••'L �,I bo •w G=10.288 SF 3.1 "-5'LANDSCAPING
<br /> 6. N=7,54] SF 1 EASEMENT SHORT SUBDIVISION FOR
<br /> ••i• ••' I I ry /11730/ N I SOUTH LN. OF THE I G�i�/�Fi1iTf.��T'0_i/I S
<br /> EASE BENT 2..;...
<br /> . �' / 0' 852..7 I N1/2, 9 12 NWR5 COE SP* I2@2-3g-m
<br /> EASEMENT 25 L 4i/30898L/( o (i /SEC 29. T28N.R5E
<br /> •,- ly 60.00 V 104.68' -T - - -I / .164.25 L' - IN THE NE 1/4.NW 1/4 SEC. 29,TWP.220 N.,RGE.5 E.•W.M.
<br /> -., r• I 589°3494'( L 328.93' CITY OP EVERETT
<br /> •r SNOHOMISH COUNTY, WASHINGTON
<br /> THE BUILDING MAY NOT EXCEED :-.Z...,1_ ALPHA SUBDIVISION PRO'S INC. (ASPI) PREPARED 02-15-01
<br /> 15' IN HEIGHT WITHIN THIS AREA PAGE 2 OP 2 AF # Z p v/d¢..2.-s 3307 RUCKER AVE EVERETT, WA 98201 (425)252-1884 99009FP.DWG
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