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BOUNDARY & TOPOGRAPHIC SURVEY ,.,...„__
<br /> S
<br /> Axis
<br /> I
<br /> GRAPHIC SCALE
<br /> 20 10 0 20 40
<br /> \\._
<br /> \o / 1"=20'
<br /> FND 1/2" REBAR
<br /> AND CAP "CML 9597" FOUND 1/2" REBAR AND s FOUND 1/2" REBAR, /4,
<br /> ON PROPERTY LINE CAP "CML 9597" 0.1'S. __ __ _ - �� RADIAL TIES ONLY,
<br /> i FENCE INTX IS p'L, 0.1'S & 0.1'W OF
<br /> I\ _ _- 1.2'N. OF CORNER (6/18)
<br /> __---
<br /> WALLFENCE CORNER
<br /> \ \
<br /> IS 3.0'S. CROSSES LINE
<br /> OF LINE- f- ENGE ANGLE 27.6CORNER 6'BFNC ��
<br /> TPN:28052900202000 '' y POINT IS 2.7'S.
<br /> RxR TIE WALL OF LINE , 16"P -
<br /> GRAVEL CROSSES WALL IS 0.9'S. IN DISREPAIR -`
<br /> LINE 1.9'SW. OF OLD CEDAR OF LINE - ' , „° 289,2$� 14"P` GAS
<br /> i CORNER FENCE POST - N65'20 29 W 196.81 " 14"P 10"
<br /> 8 B/ _ 14"P-
<br /> -` `- Sc 13.5'SE. OF14"P
<br /> -- CORNER FOUMD1/2 REBAR AND CAP !
<br /> • "CML 9597 0.1'S.xQ.1 E - ' •--- - 8"A 14"P /°
<br /> •
<br /> __ TPN: 28052900201000 PST 16"F / 12"P 4 12"P V -'l 12"' **: \
<br /> +� CORNER ASPHALT CORNER ASPHALT ..\ i ®' / ) W
<br /> 0.3'NW. 3.5'NW. / `� 10"PR --- ,, 0 '' ' Z
<br /> FOUND 1/2" REBAR AND CAP ® -- N39'55'31"E �.QO' ,. ,- / / �/// C7
<br /> "CML 9597" 0.1'N.x0.7'E. i� •
<br /> ' /
<br /> 20"F 12"C 14"F \ __ rL 12
<br /> 18 F ,i N65.20�29„W 141°00 FOUND 1/2" REBAR AND CAP S. EDGE /
<br /> 'c "CML 9597" AT CORNER �� MAINTAINED AREA / / a� ,, , „,..,,./
<br /> ) / ! / �(
<br /> 'Iii, 1 1 1 1 I /
<br /> 14 F 12"F 28"COT l - A 1
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<br /> \ 16"H / COT 14F- 12"COT / 1 --D• 12"A 10 A I \ 00.
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<br /> 10"F 32"COT • i
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<br /> 20"COT
<br /> 11"F - 16"F 14"COT (LI j / 1,...,
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<br /> 16"F 16"COTOpt� � 10"COT O
<br /> 18"D �Ii) 12"COT ' 8'C Off.
<br /> 14"F 18"F 6"P
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<br /> 17"F 1 20 COT ' / tn
<br /> ELECTRICAL 22 F
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<br /> o- 22"COT �� 18"COT 12",12"COT f l 6"A I PANEL Al� 8"CY r
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<br /> 9810025001
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<br /> f 22 ,28"COT Qj /' e , 20F i -° o .�.. :--.:7•;
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<br /> /10"F V.- \ 8"DW e12'COT I /d
<br /> ! .. '' ' 18"COT 18"COT \
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<br /> �" {l 14"F 14"F�.�^ ✓' ' / o� t"\ I I \ \ ..5... / / W
<br /> y ' 18"F 12"F ! ` R o
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<br /> `� `fir,\ j„ '' ` 10"COT / cv I 1 \C
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<br /> \ 18"COT / M ; ... ! \ ♦ 7 - . , 4 { I-- _
<br /> / ii tr \ ,„_ _ 10"COT N 1 iri 1 PA �' _�_° 2 Lu
<br /> �! CULV 12"ADS IE 447.36 SE / 10' STORM ESMT. Pio / '� p
<br /> 10"F' x, // 14"F PER SP 15-98 ( \> . I `� Sa Lu
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<br /> 1I J ' i / y 14"F �:o, FFE=456.5' / •4"CY
<br /> '` ' i 1 16 F `�V % SDCO CB 3190 �♦
<br /> 00 4',4',4",4'J / IE 456.13 RIM 454.99 // . ��
<br /> cV d f ✓ /• AWNING / /8" DI IE 450.16 NE t `
<br /> S 7 . 15' UTILITY ESMT.- 6',4"C
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<br /> W x i \ - PER REC. N0. SSCO 6',6"C 12" ADS IE 450.23E /
<br /> �e(.i= :\--7
<br /> D 12" ADS IE 450.22 NW `
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<br /> 4- \ M 9809220564 r -1 IE 450.84 ._-r. i � `► o t
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<br /> 00 I \\ DO BLE i i „� ^i+ L M `+= QS� \�� FLAC�G � S� .
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<br /> M t� •\\ �� G•TE ���CoJ ��o NO. PER SP 15-98 i 10"CCV ,` d J H.C. P`'�D - ' �. / S S / S
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<br /> SEA
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<br /> Z � \ g SE IJ©02600 L , , t
<br /> C �� r, CY O^
<br /> I \ \ \ \ LAWN t CB 1608 Q Si �� G7.1\1._
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<br /> SDMH 1314 f \ y tr. R11vF�#5 4Fr'-----'- d ---� i I --�D--NO-PARKIIVGD ' . - B --- ,art - -- S♦ ' !
<br /> \ �c RIM 454.01 ,. Si \� S MH 1609 12" ADS IE 449.24 SW & E i II _ FIRE LANE `--" ' ' ' ' `� � , i °� (( '-"--Th
<br /> 12°F \ 12' ADS IE 449.30 NW \ 2 (PIPES FULL OF DIRT/DEBRIS) c ' ' • SDCO--- , ' D�
<br /> / \ \ RIM 455.40
<br /> 12" ADS IE 448.44 SE , / �r 26' VEHICULAfn^^'AT. ' 1
<br /> CY IE 454.60 h
<br /> \ ,c \ 12" ADS UNABLE TO OBTAINS \ , 12" ADS IE 448.64 SE , PER SP 157908 10"CY '_ /f;,4r \ )
<br /> / j)
<br /> a, TOP CTRL STRCTR 452.03 i 12" ADS IE 448.71 NW ' /� 10' STORM SMT. C�
<br /> 6ho_ k, _ -
<br /> \ 8" GATE VALVE IE 448.55 \ '4 �, 'FOP 12" DI THRU STRCTR 449.95 i• _ / i \ ERSP15 g � a i \
<br /> C__sitilAC,... --A0
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<br /> \ ---) \ -/- \ . . . .. .
<br /> 12"F SSM 1553 nn
<br /> \ �i RIM 454.75 x • • • • Z
<br /> °� S �/ ,� LoT 1 16 P
<br /> i 8" PVC IE 446.56 N SE: i i0 �u Sb. �, -� .
<br /> 1 I • i SD i SD 34 3
<br /> (CENTER �H; EL d I i + SiS° Q SD �--- EXT. CURB W FOUND 1/2" REBAR
<br /> ( ) i
<br /> DRAIN GE RETENTION POND I
<br /> i ♦ i VERT. CURB N CML LS 9697 ( / 8)�EIv1ERGENCY � �� ��si3N 7 112"FI / AR A PER SP 15-98 I ! G R 1
<br /> STOP FO' �
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<br /> i , , ENE AT� 8
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<br /> • �' �! x! �� i G SSMH 1637 � �_ CB 1704 .ice
<br /> i i ' RIM 456.50 , i 7 RIM 452.95 ' e �� 22"C J 4 ■ c1 4.x4,
<br /> 1 / i + ::_ `. 8" PVC IE 445.68 NW&NE ` 12" ADS IE 449.08 SE s '` 22 C 56 d
<br /> TPN:28052900205200 / / 1 II i i �J) c� (CENTER�..0 ANNEL / 12" ADS IE 449.11 NW ¢ 3 �. 6"DT-
<br /> x ! i l + �I P i P _ N ) G , 3 t+ 12"P
<br /> l CULV 12"ADS iiIt- .. ., . / ° h G `F s r
<br /> I VAULT O G - I n
<br /> / __ __ 12P \
<br /> 1 { i x 1 IE 448.17 SE J 1 } /ACCESS ,LOA
<br /> ` SS • �/ %� SS - ---J SS �Q ARROW
<br /> LEFT - 16"C
<br /> -----
<br /> j / ! /�i. ... DS GENERATOR ON TO FDC h a ''.
<br /> f x I / i� / I ! 456. _ 14'P 14,P 12„P i I v
<br /> j. ; • FOUND 1" IRON / Z W CO�C PAD 12"P W 12"P W _ W W v W ,e� \ 18"C i.
<br /> - BFNC IS 2.3'NE '
<br /> 10" I _ - _ _ , - PESTRIAN ESMT. ` - PIPE-0.5'S.x0.6'W� - - - - `_ _ 456-
<br /> / _ *--
<br /> PER SP 15-98 F` t �- N58°53'55"W 114.64' _ - I N58'53'5 'W 159.35' C] [� [] [] OF CORNER 18"C cn
<br /> �~-X X X Si i v�. .4 [] [] [] [] II 1] tt u _ __
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<br /> __ m, BFNC CORNER 15' SEWER ESMT 15' UTILITY ESMT. NTX IS�I / t 7 i t /t I/ /I ' / ',F 18"C T T
<br /> r !' I .;: 33.9' FENCE
<br /> 0.1'S.IxO 9'W. NW COR.D0.3'NED / 4 NW 1 4 C
<br /> ! �; 0.6'S.x4.9'W. OF PER REC. NO. PER REC. NO.
<br /> SDMH 1572 _ r'1 r �i i CORNER 9809220565 I I 9809220564 OF CORNER ,� NE COR. 1.0'NE 94 ft• I i I i '�, I ''EC' 29� T ' •, RGE. JrE., W.M.
<br /> "n I SNOHOM�S eOUNTY, WASHINGTON
<br /> REV# DESCRIPTION OF REVISION DATE BY MATCH LI N E ip - -- ��,,,4,
<br /> #1
<br /> SEE S E ET 2 OF 5 (-te.f .,.. t-4.\\� \S'�RAC$sB NORTHW THANY OFsTH E www.axismap.com
<br /> #2 O��D y � of eAS �c�9d JOB NO. DATE
<br /> X I S BOUNDARY & TOPOGRAPHIC SURVEY 17-242 26 18
<br /> #3 Survey & Mapping 916 PACIFIC AVE FOR
<br /> #4 15241 NE 9
<br /> 0TH ST .o 4TH FLOOR DRAWN BY CHECKED BY
<br /> #5 REDMOND, WA 98052 '11),i ,[,4c 8372�, .\� EVERETT, WA 98201 BETHANY OF THE NORTHWEST JM/ERM WTB
<br /> TEL. 425.823-5700 ss 1STS3 •
<br /> I��'AL LAND $ SCALE SHEET
<br /> FAX 425.823-6700 '��,.......................,,,.....,,.,,,,......,.�r+,� 1 =2 0' 3 O F 5
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