BLD2024-0256+Survey+2.26.2024_12.29.20_PM+40828550
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A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SEC 2, TWN 27 N, RGE 6 E, W.M., SNOHOMISH COUNTY, WASHINGTON
KECKPROPERTY
BOUNDARYAND TOPOGRAPHIC SURVEY
SURVEY INFORMATION
VERTICAL DATUM REFERENCES EQUIPMENT & PROCEDURES I
NORTH AMERICAN VERTICAL DATUM-1988 SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER METHOD OF SURVEY: - - ,..wV
HORIZONTAL DATUM." AF N0. 9704075002. SURVEY PERFORMED BY FIELD TRAVERSE I
4
NAD 83/91 SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER INSTRUMENTATION:
WASHINGTON STATE COORDINATES -NORTH ZONE AF NO. 200608035307. LEICA MS-50 ROBOTIC TOTAL STATION WITH DATA
COLLECTOR AND LEICA GS-14 GPS MAINTAINED IN
ADJUSTMENT TO MANUFACTURES SPECIFICATIONS AS
SITE BENCHMARK LEGAL DESCRIPTION REQUIRED BY WAC 332-130-100
PROJECT BENCHMARK. SEWER MANHOLE LID ON SUBDIVISION DRIVEWAY. LOT 3 OF CITY OF EDMONDS SHORT PLAT N0. PLN PRECISION: \
2014-0015, ACCORDING TO THE PLAT THEREOF RECORDED MEETS OR EXCEEDS STATE STANDARDS — \
ELEVATION - 260.08 FEET UNDER RECORDING NO. 201612095001, BEING A PORTION OF WAC 332-130-090 I I \
LOTS 25 AND 26 OF MEADOWDALE BEACH, ACCORDING TO THE \
PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS AT PAGE
BASIS OFBEAR/NG 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; I \\\ \
NAD83/91 FROM GPS OBSERVATION I — — _ \ \ \ TEL
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, EX SD \
STATE OF WASHINGTON. RIM=278.78'
SURVEYOR NOTES IE 12" PVC N,S=269.73' _
IE 6" �PVC�E=273.34' \ -28p WM
THIS SURVEY WAS CONDUCTED WITH THE BENEFIT OF A TITLE
REPORT FROM CHICAGO TITLE COMPANY OF WASHINGTON
COMMITMENT N0. 500096131 DATED 5/28/2020
10' PRIVATE STORM 278 —
DRAINAGE EASEMENT \ I �l
(AF. NO. 201603295002)
\ \ \ EX CB
RIM=273.12' \ \ I
IE 8"(PVC)SE=270.36' \ 2
O 1 �A �E5 I 274 \
GARAGE \ � � � E � � 5 001 �
_ \\ A001 I20g EX S2�o".67' \ ' 2 \ �►
" ' _ / / O IE 12" PVC N S-263.87 72 I
\ � N 20161 IE 8" �PVC�NW=267.52' � \
SCALE: 1 = 20 / �1�IL�T/( EASEiN Ei�T \ \ \ l I I I
(AFNg. /20103195002) \ \
_ �_�
20' 0 20' 40' I o HOOUS RIDGE Z I I II II Iill
X CB / \/ j� �.. TEL\ I I I
�1 \ �. . . .
f EL ='� IIIII M=243.39 /. \ _ I
I I 12" (CPEP) N=239.19' �. I .
LEGEND GN 'A EN \ l �/ I I 1 i i II I III 7 / / / \ \ (AF. NO. 201603295002)
. ,. .N
F\*
E BEA RCE� U � 02) ` \ \ N / I M I I , �ti / ��° \ \ ; .. .. II
CPM CAN PAINT MARK p/DAL PEA PA ADS 2g50 \ \ l N I i I I I N I J c6 ...... f .. \:..... II
OVI TAL LINE 605 \ \ \ \ I I l l I I I I FOUND REBAR /� / /
GPM GAS PAINT MARK AD N 42) 01 CJ \ \ \ \ \ \ I I I / / / I I AND CAP J. %. / . �1� \ ENTRY MONUMENT
E E 0 2 \ �, ` 1
M BEM G• 1 1 L \ \ \I o I I I I I LDC #48761" � / ci (AF. NO. � I � � �11
T TELCO PAINT MARK P P NO. \ \ \ \ \ I \ \ I I / / I / I /
EASEMENT Q 26g_� \
5UP �� 5, �AF \ \ \ \ \ \ \ 25 \ I 1 I I I I I 1 5 . . . . S . . . . . . \ \ 201512240192) I Q I I
WPM WATER PAINT MARK (V /.
APPROXIMATE LOCATION OF 1997 . . . . . . . N . . . . . .
PPM POWER PAINT MARK LANDSLIDE THAT IS NOW REPAIRED \ \ \ \ \ / \ I \ \ \ \ \ I I III / / / / I I hp 1-1
!� I
SSFM SANITARY SEWER FORCE MAIN \ \ \ \ \\ \ \ ��� \ I \ \ woo FENCE CORNER , \�� jI , / / \ I I A .. j..ry .\� I ;.. a266 .o . \ 21
\ \ \ \ IS 0. \NW OAF CAD
WOOD FENCE CORNER \ \ \ I I j \ I \ I
APPROX. LOCATION FROM ASBUILTS \ \ \ \\ PRE. LINE \ \ \ \ \ \ \ \ I /.... I \I \
DISTRIBUTION EASEMENT IS 0.5' NW OF CALC'D
AF NO. 9806080663 PROP. LINE
SD STORM LINE I
Icl 264-�r�. \ II
W WATER LINE — — — — — — 1- \ FENCE \ \ \ \ \ \ \ \ \ /........h ti \ \ .............. \
//' - - 65' BSBL FROM TOP OF \ \ \ 10' UTILITY EASEMENT \ E .
\ \ \ N2.8 / 7. \I
C
ANOPYION = 243.86 / / i \ \ \ \ \ STEEP SLOPE IDENTIFIED\ \ \ \ (AF. NO. 201603295002) \ I
S SEWER LINE �g \ \ \ ON THIS SURVEY- - - - _ \ \ \ \ \ P"ly I
I I I I I I I II I I�I-Id'I/ //�/ //�� i , ��` � '/ \ \ \ \ \ \ \ \ \ �� � ,. \
ASPHALT LINE - — — — — IIIII I ++I III / .�'/ �i` RIM=217.13 \ \ \ \ -� \ \ \ \ \ �\ 3 ` \ \ \ y \¢o .. N sscd ... P.. I
�� II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII12I I F � � \ \ \ \ \ ,' \ \ \ \ \ ,
1� IE=213.46' IN N'E,S \ \ \ \ , \ \ \ \ \. \ \ �o� L T
BUILDING SET BACK LINE I I 'IIIIII I IIIIIIIIIIIIIIII (CANOPY (ELEVATION 144.4' \ IE=213.37\OUT W \ �+ \ \ \ \ \ \ \
— \ \ \ \ \ \ 30 482 SF —NET \ \ \ \ \ I
------------------ �I I I I I I I I I I I I I I I I I
EXISTING PAVEMENT
�ONC. EXISTING CONCRETE
a
EXISTING GRAVEL
I�I EXISTING BUILDING
X" A ALDER TREE X" DIAMETER
X" C CEDAR TREE X" DIAMETER
X" F FIR TREE X" DIAMETER
X" H HEMLOCK TREE X" DIAMETER
X" M MAPLE TREE X" DIAMETER
❑CB
CATCH BASIN
®SDMH
STORM MANHOLE
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GAS VALVE
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0
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0
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• FOUND REBAR AND CAP
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IIIIIIIIIIIIIIII I AND CAP R I ... CANOPY ELE�AIfi - �46.�h I,; 1 SD STUB-2 \\ \ \ -, \ \ \ \ \ \ \ \ \ \ \ 8 \ \ \ \ \ I. t�1
_ \ \ \ \ \ 31, J22 SF —GROSS \ \ \ \ \ \ \ I -
- — I I IIIIIIIIIIIII °LDC #52841" I I I I I I I I I Illt-�, - - - - _ = SD -1- \ pE)=213.99' \ \ \ \ \ \ \' \ \ \ \ \ \ \- ;� \ \ \ \ \ \ \\\ \ \ \ — I
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SET BENCHMARK
MAG NAIL AND
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EL=271.87'
NO.
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NO.
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EX CB
RIM=262.69'
IE 12"(PVC)S-256.60
IE 12"(PVC)N=255.84
SITE BENCHMARK
EL = 260.08
I I I 1111 I III I I_I� 110_08-21 11-I I I I I I 1 sir N ICV CANO ELEVA ON = 247.64' \ \ \ \ \ \\ \
\\ \ \ I EX SSMH
I I I I I I I I I I I I I I I I I ��I I I I I I I I�,I I,I — �, 5 / �'y / \ \ \ \ \ \ \ \ \ '23�, \ \ \ \ \ \ \ \\ \ \ N \ ,`. \I ... I RIM=260.13'
I I I I I 1T�+ I ;2� ;� ; \ ) \ \ \ .� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I IE 8" EC)W=251.07'
C N-250.11'
II I -I -I -I 111 I I I I I I I I I I S I I I I I I I I I I I N-H IlU I I I f 111 i I I-I'I I� I I -\� - - - �\ / \ \ , \ \ 32 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DNpP� R \ l
( I I I I I I I I I I I I I I I I I. �- F \ - \ \\ �, \/ \\ 2 \ \ \\\ \ I IE 8"cs=249.18'
\ \ \ \ IE 5
I I I -I I I N1 IT�I Htl rill I I I I I I I I I I I I I / \` ,' So / ) \ \ \�\ \ 23 \ \ \ �, \ \ \ \ \ \ \ \ \ \ \ ss\sTUB� \ \ \ LDC 487 1
I I I LI-1 I H� \ \ \ \ 2s8 �\ \ I EX SSMH
IIIII
10', P,RIVATE, STORM( I I �. � \ / \� / / \ \ 0.
I I I I I I I I I I I I I I I I IDRAINAG,E, EASEMENT( ( I I I I',I I I I I I I /� �; h� \\ \ `� \ \\\\ \_\\ \\\
1 — I I I I I I I III I I IIIII 11 I I g _ \ / \b �� \ �- - - \ \ \ 2�°'
I j 1fil I I I I I I I I I I I I I I I I I I I I I I I I I I I I(AF. N0. 201603295002)I I I j, I I` // \ \/�� \ \ \ \ \, - \ \ 1 \L \ \ \ \ \ \ \ \'� \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ I RIM=260.0W
I. I I I I I I I I I I I I I I I I I I I I IIIIIIIII I I I I I I I III f I / x // ( \,- 5 \ \\ \ \ \ I1 IE s" PVC w=251.98'
' ! 1- - - - \,' \ �' \ \ \ACCESS UT ITY EAS MELT \ \ \ IE 6" (PVC E 251.08'
I I I I I I I I I I I I I I I I I I I I I I I I (CANOPY (ELEVATION I I I �i�' I Il /`r ,' �'� ��o I /j / \ \ \\ \" \\\ \ F\ \ \ L/ \ I 1
I I I I III IIIIII III 1111 ) — //` I \ \ -'\ \ �\ \ \k� � �`, \ \ \(AF. (>\1s12Q950Q1) \ \� 15 'E \ I
11 I I I ICI I I�I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIIIII I II I I I I I I I I I I I I I I I I 111 c
1 I I r I I I I I I I 65 / \\ I / LARGE I RI B
;I I IlIJ7J I lllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I - RIM=256.00'
-\ \ I 1 IE 12" PVC W=251.36'
11 of I ICI 1�41�--- i -\" BOULDER j /��� 6P, \`, \ �'"��{ ), `► `}\ �i ' < \ i�` \ \ \ I I I I I I I I I I I I I I HIM I I I I I I I I I I I I I I I I I I I I I I I I I I I I I INI I lol N 04
/ - \,222" / / 5 �1 • I. 1' \ \ ��• . -\ -, �. I. IE 12" PVC N=251.38'
IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII
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I IIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I CANOPY LEVATION=Z4$.�� ( I I I PP`ROXIMATE LOCATION , _ ---_
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R� 5 \ \\\\\\\\\\\\\ IIIIIIIIIIIIIIII \ \ \��\5' 1 \ —�— 369.95' / / I� / _—\ JN I r / / / / 258 / / RIM=255.82'
A 02 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 11) I I I CANOPY ELEVATION = 273.05 — — — — 34 E , I I / / I / I I I l l / / / IE 12" (PVC)E,S=249.66'
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LARGE BOULDER
HEIGHT FROM GRID = 7.29'
DETAIL OF LARGE BOULDER
SCALE: 1" = 10'
BLD20240256
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PAROEI00229 9
00515500
---------------
RECEIVED
Mar 11 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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JOB NUMBER: V20-131
DRAWING NAME: V20-131-BT
DESIGNER:
DRAFTING BY: MAR
DATE: 11-10-20
SCALE: 1' = 20"
JURISDICTION: SNOHOMISH
BT=01
SHEET 1 OF 1