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BOUNDARY & TOPOGRAPHIC SURVEY
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<br /> Axis
<br /> GRAPHIC SCALE
<br /> MATCH LIN E 20 10 0 20 40
<br /> SEE SEET 3 OF 5 1"=20'
<br /> 10"" \ _ _ _ PS IRIAN LSM I. r /
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<br /> `�-.,_ �/� PER SP 1598 jr` / '• i r.. -� -- r S - -- _ N58°53'55"W 114.64' - - ' N58°53'55"W 159.35' v -fl [] [l a 18"C` \I ' I
<br /> `e - X R - --7-""":".-- "• I u,,.. '` r4 D J [J [] [1 0 u r i r ---- ,`� I ` I
<br /> ..-- - - _ -- / , �.. , • BFNC CORNER 15' SEWER ESMT f- 1�5'UTILIT, ran- -I - --�� -�T- -- --- r `r _18"C. �I
<br /> _ 1 0.6'S.x4.9'W. OF PER REC. N0. 33 9 PER REC. NO. FENCE IN TX IS WOOD SHED \ �- --� p
<br /> SDMH 1572 I I I CORNER 9809220565 9809220564 0.1'S..x0.9'W. NW COR. 0.3'NE / 3 \\
<br /> RIM 455.20 >- - • �> OF CORNER + -
<br /> NE COR. 1.0'NE 24 8� i I v -
<br /> 12" ADS I I 448.71 SW BFNC CROSSES WFNC WOOD SHED- I 20"C
<br /> 35.1' 16"F 33.9' I 1
<br /> { TBM 'B' LINE 1.9'SW + \) .
<br /> 1.7'SW FENCE IN IS 6.9' \ If 12" ADS I 448.60 NE I • .. • EL 455.88 OF CORNER 37.4 1 \ N
<br /> O __-- METAL SHED 0.6'N.x0.7'E. OF WOOD FRAME 1
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<br /> •° • BFNC CROSSES C 1 \ 16"C
<br /> l8"M I --22 CONC FOUNDATION ORNER t GREENHOUSE I `� \
<br /> 10' ST•'M ESMT. : F-v �..1' A5g- ~' „P 9 4' LINE 29.8' SE OF NW COR. 3.2'SE r r r r r ' r r l 0.2'NEx2.3'SE \\ --- \
<br /> (:) , PE' SP 15-98 I1 4'HWFNC NW CORNER 7 I
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<br /> I° SDMH 1384 • / / i 1 / 20"C
<br /> 1 RIM 454.64 ' \
<br /> FOUND 1'/2 I -' i C 10' STORM ESMT. / WEST VIEW / / F \ I
<br /> 12" ADS IE 447.44 SE r 1 I \\
<br /> REBAR d.1 W. , / I:.: I / PER SP 15-98 / / / / I t 22"F \ \I I -
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<br /> 12" ADS IE 447.39 NW ,f :. ► q� �/.19 >' P�'i.�0:3 0
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<br /> SDMH 2216 i I C. nl I f I 15' UTILITY ESMT. �10"F
<br /> !M 0 , . I N 2123 LAKE 7 4' 2125 LAKE 6'7 / % w i i PER REC. N0. I
<br /> 12" ADS IE2�44 R ESMT. i f HEIGHTS DR SE HEIGHTS DR SE /� 2127 LAKE / S•t.
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<br /> P 15-98/ , 3 ° a o I / 9809220564
<br /> p 12" ADS IE 447.06 N , / r ) r r r r r HEIGHTS DR SE 2129 LAKE I \
<br /> 12" ADS IE 447.03 SW "' / HEIGHTS DR SE 22'iF \ !„ ��
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<br /> 00 h 15' SEWER ESMT it 'BFNC • • . o ►I / LOT 6 LOT 5 r LOT 4 z i > i �h`t' 18"F \ � -
<br /> 14.1 o` PER REC. NO. (9 r ( CHIMNEY / / / I '
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<br /> 16"C I {. CORNER \\ D 29.2' a \ '' ch =-- = W
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<br /> FOUND 1/2" REBAR t ' ; 460 N O 29.3' FOUND 5/8" a I 1 M14 P �, "14 P / U W
<br /> AND CAP CMI 9597 ! :". I FOUND 3/4 REBAR "0 o REBAR LEANING D 27 0 \ I \ I N31 06 05 E \r , / ,
<br /> 0.2'S.x0.2'E.. PST ,, ]` k,NsING EA 'T PST FOUND 5/8" EAST a D 25.0' I \ 10.00 100 ‘ v)
<br /> �-- 4 BOULDERS(TYP) cy r , . , 0 6 S.xO. '�V. REBAR LEANING 0.4'S.x0.5'W. \ 1 BO.00 , 4 ,,,,, `� Q
<br /> . I �- - 7 EAST I 12"B I -0 24'F /
<br /> 8.00 70.00' / \ �� 1 I 14"P 3
<br /> 400
<br /> l /� I� - 06Sx03W. r✓ ,( � N585349"W 14062' / I I ( N585358"W 29300' IIv g PST N585355"W 8000' . •0 # r►0 0 U0,00 0 0 a N58'5 .„ 5"W _ •
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<br /> It 2 _ RIM 453.35 p p
<br /> O G G G G G G G c -G G G O'0 G ' G G �0' 30' 30 12" CONC IE 451.29 N ml-
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<br /> L II N58°53'55"W 625.89' (R2) 625.88' (MEAS) Q ��i �,._ I ____
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<br /> - I A LAKE HEIGHTS DRIVE SE �- ' / • •
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<br /> CONCRETE PAVER WALL SDMH 1100
<br /> CULV 12" CONC IE 453.19 SE CU V 1 CONC IE 455.72 •
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<br /> .,`1 \ ,RIM 457 42 L 2" SSMH 1276 •
<br /> 12" ADS IE 446.57 NE RIM 458.07 4'VFNC SE ,- -. "-'► �„ /
<br /> SSMH 1274 12" ADS IE 446.44 NW CULV 12" CONC IE 456.44 SE 8" PVC IE 442.50 SE 4'BFNC SW 4'VFNC 4.6'X4.6' V ./rsgagoo, \\\\
<br /> RIM 456.64 IE SE CAPPED 8" PVC IE 442.29 NW
<br /> :B 1102 8" PVC IE 439.18 NE CB 2133 UTILITY CABINET
<br /> RIM 455.79 \
<br /> 453.81 8" PVC IE 438.59 SE p 12" CONC IE 453.95 NE SSMH 1277 \\
<br /> 8" PVC IE 438.51 NW 12" CONC IE453
<br /> ).94 SE
<br /> .99 RIM 455.13 \
<br /> .99 NW CULV 12" CONC IE 455.45 NW (SMASHED) POSSIBLY TIED TO SDMH #1100 8" PVC IE 444.94 NW,E&S \\
<br /> ' - -CULV 12" CONC IE 451.73 NW (CENTER CHANNEL) ‘‘‘ ,/
<br /> CB 1105 \
<br /> RIM 448.43 16"C '� vv
<br /> 12" PVC IE 444.45 SE FOUND PUNCH IN 1 1/2" \\
<br /> 12" PVC IE 444.30 NW
<br /> BRASS DISK STAMPED
<br /> "9597" IN 4"x4" CONCRETE
<br /> SSMH 1275 „ 6"M CASE. (11/2017)
<br /> 7.13 10"M
<br /> 10"M 8 M 8'M f MONUMENT DOWN 0.4' IN
<br /> RIM 447.13
<br /> 8" PVC IE 431.09 S&SE e;,) '
<br /> 8" PVC IE 431.04 N - { TBM 'C'
<br /> 8" PVC IE 430.89 NW
<br /> EL 454.36
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<br /> FOUND PUNCH IN 1 1/2" RETAINING WALL
<br /> 12"B BRASS DISK IN 4"x4" SDMH 1101
<br /> CONCRETE MONUMENT RIM 454.06
<br /> CB 1107 DOWN 0.4' IN CASE.
<br /> 12" ADS IE 445.93 SE
<br /> RIM 446.14 TBM 'A'$- 12" PVC IE 445.91 NW
<br /> 12" CONC IE 443.45 SE EL 451.78 CB 1102
<br /> 12" CONC IE 443.39 NW RIM 453.81
<br /> 12" CONC IE 450.94 SE
<br /> 12" CONC IE 450.99 NW NW 1/4, NW 1/4, SEC. 29, TWP. 28N., RGE. 5E., W.M.
<br /> SNOHOMISH COUNTY, WASHINGTON
<br /> REV# DESCRIPTION OF REVISION DATE BY ,''I` BETHANY OF THE www.axismap.com
<br /> #1 Q,A7ad��` (---IttiV/,--s•
<br /> oF "AS$r 4p NORTHWEST
<br /> #2VOOm) :, °%:f , BOUNDARY & TOPOGRAPHIC SURVEYJOB NO. DATE
<br /> 17-242 7
<br /> t � ' , 26 1
<br /> ( :?4-117/
<br /> & Ma �n f' 916 PACIFIC AVE FOR
<br /> oOD Survey Mapping 4TH FLOOR DRAWN BY CHECKED BY
<br /> #4 15241 NE 90TH ST
<br /> o EVERETT, WA 98201 BETHANY OF THE NORTHWEST JM/ERM WTB
<br /> #5 REDMOND, WA 98052 0,�, A, 48372
<br /> TEL. 425.823-5700 c�ssj NALSL � S SCALE SHEET
<br /> FAX 425.823-6700 /,I 1"-20' 2 OF 5
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