REVIEWED BLD2022-0439+Survey_-_Topographic+4.6.2022_9.51.14_AM+27850510
SCALE: 1" = 20'
20' 0 20' 40'
LEGEND
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CAN PAINT MARK
GAS PAINT MARK
TELCO PAINT MARK
WATER PAINT MARK
POWER PAINT MARK
SANITARY SEWER FORCE MAIN
APPROX. LOCATION FROM ASBUILTS
STORM LINE
WATER LINE
SEWER LINE
ASPHALT LINE
BUILDING SET BACK LINE
EXISTING PAVEMENT
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING BUILDING
ALDER TREE X" DIAMETER
CEDAR TREE X" DIAMETER
FIR TREE X" DIAMETER
HEMLOCK TREE X" DIAMETER
MAPLE TREE X" DIAMETER
CATCH BASIN
STORM MANHOLE
GAS VALVE
JUNCTION BOX
POWER TRANSFORMER
TELCO RISER
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
SEWER MANHOLE
STORM CLEANOUT
POWER VAULT
TREE CONIFEROUS
TREE DECIDUOUS
SET WOOD STAKE ON LINE
FOUND REBAR AND CAP
"LDC 37547"
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
ANGLE PROPERTY
BOUNDARYAND TOPOGRAPHIC SURVEY
SURVEY INFORMATION
VERTICAL DATUM REFERENCES EQUIPMENT & PROCEDURES
NORTH AMERICAN VERTICAL DATUM-1988 SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER METHOD OF SURVEY:
HORIZONTAL DATUM.' AF NO. 9704075002. SURVEY PERFORMED BY FIELD TRAVERSE
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
SITEBENCHMARK LEGAL DESCRIPTION REQUIRED BY WAC 332-130-100
PROJECT BENCHMARK.- LOT 4 OF CITY OF EDMONDS SHORT PLAT NO. PLN PRECISION:
SEWER MANHOLE LID ON SUBDIVISION DRIVEWAY. 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
BEAC RGE� US�ME OZ) \ LOTS 25 AND 26 OF MEADOWDALE BEACH, ACCORDING TO THE
WOALE � PEA PNE AO T32g50 \ \ BASS OFBEAR/NG 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
5.UPPPLAT THEREOF RECORDED IN VOLUME 5 OF PLATS AT PAGE
MEAO EMEN T 0. 42) L 0 T LI 2016 \ a \ NAD83/91 FROM GPS OBSERVATION
� 5 P i NO SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH,
� I/0L• 15471 \25 SURVEYOR NOTES STATE OF WASHINGTON.
l APPROXIMATE LOCATION OF 1997
LANDSLIDE THAT IS NOW REPAIRED THIS SURVEY WAS CONDUCTED WITH THE BENEFIT OF A TITLE
\ \ REPORT FROM CHICAGO TITLE COMPANY OF WASHINGTON
WOOD FENCE CORNER \ \ COMMITMENT NO. 500096131 DATED 5/28/2020
DIS(AFrNO.UTION 9806080663) EASEMENT OF CALC'D
PROP LINE \
SD~ ---
_ s-= ko
SD F -
- — 21.8" F
' fig, F _
10' PRIVATE STORM ;
DRAINAGE EASEMENT '
(AF. NO. 201603295002) `
CANOPY ELEVATION = 251.37' `Z5
10' PRIVATE STORM.
DRAINAGE EASEMENT-
(AF. N0. 201603295002}
CANOPY ELEVATION = 248.62 -\
+; L I/IEW E �9500 (l V \\ ` al FOUNDAND REBAR \
`i 18. C \ 23.8 M CA00 2016�2 SS S U6� \ y "LDC 48761 \
�M (IE)=250.N' X
- ACCESS & UTILITY EASEMENT _
17.b�yA' ;' j 14.7"M ` r �'17.6 M 13��M.` (AF. NO. 201612095001) i\ N215'38AE
19.4r M 19. f, M10 M
52.27' I
APPROXIMATE LOCATION EL
8.8" M ' = _ _ - �1.1 'FOUND REBAR v � Pv
18"A - - CAP TEL
\ "LDC #487600
1" /
/ "
w 18 9 F b-
AND 50.88' 1 -5 M 8.3" M 20'" M \
\DEC
i� _ _22 / .B�M� 23.6'"M % ,
in / / / 6T '>� -,-, 9"DEC
NO. \ Z /� / /� / ( ( (`\� 1 47.3'"F \ / .45' r- /� 18"DEC
OEL 02 � l l l ( \ \ / / - 24 M
AR 025 \ / l l l \ \ \ \ �\ , 1 \ 228 369.95' J 12 9"DEC / - 258
P 33000 \\ \ \\\\ \ \ \ \ \ `L� N79'26'34'E i // // `� - 18 DEC 16"DEC 20"M�I 20 M �M
05j//// \\ \\ EV\61 \ \-_6.80' / / " 12"DEC 0 CANOPY EL ATION = 273.05' � 10 DEC 13" M �
15'DEC „ ` j / / 11°DEC /
- -230 - p / / 18"DEC f . .
'o -
TOE OF SLOP E \ / ` \ (\ (\ \ \ \ \ \\\\ \ \ \ \1�39,' \ \ \ \ \�` \ \ \ \ \ / / / 16"DEC5b 10"DEC 16"DEC j I 25°Ivj� �o/ :. - ....
232 / ( 20"DEC J , 30° M / K; i
\_ _ J 9 DEC 9"DEC 11"DEC 27"M
(\ \ \ \ \ \ I \ \ \ I I \ \ I I \ I \ / / 12 coN/ /
1o'"DEC
20"DEC
�o Z
48"M \ I I I 11 1
1 Er DEC 65' BSBL FROM TOP OF \ I , I HYD
STEEP SLOPE IDENTIFIED \ LOT 4
NATIVE GROWTH PROTECTION EASEMENT \ \ \\ \ \ \ \ \ \ \ ON THIS SURVEY \
\1'OP 'QF\STE�P\$L6P \ \ \ \\ 24 M BUILDING SET
\ \ 1 \ I 1 I I I \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ BACK LINE 10"C0 ,
\ \ \ \ \ \ \ \ \ \ \ \ 10 CON
1 29 673 SF —GROSS I
\ I III I \ I I I 1 \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ —236 48 oEc 1 r �ON 15724 72ND A l/E W \
I I \ o I I \ \ \ \ \\ \\ \\ \\ \\\ \\ \\ \\ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \\ �� \ \ \ �\ 10" DEC 10 CON I I \ ROAD BARRICADE
\ \ 1 \ \ \ \ \\ \ \ \ \\ \ \�o. \ \ 'o \ \ \ \ \ \ \ o \ o \ \ \ 137CON
9\ \\ \p \ ��o\ \\ \\ \ \ \ \\ \ 18"CON
10 I
I \ \\ \\ \\ \ \ \ \ \ \\\ \\ \\ \ \\ \\ \ \\\ -238_ "CON 1 \ �/
\ \ \ \ \ \ \ \ 10"CON 10"DEC T3"CON \ I \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11"CON r
I
11"CON / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 12"CON 1TCON 9"CON
N8740'31'W 360.73'
11"CON 11"CON
NO. 10"CON 247DEC I I \ \ I
PARE 002700 FOUND 1-1/2" O.D. IRON PIPE, SET IN CONCRETE
00515500
PROP LY COD DISTURBED), 1.4' S & 2.8' W OF CALC'D
(MAY 2013)
� II
BLD2022-0439
EX CB
RIM=262.69'
IE 12"(PVC)S=256.60
IE 12"(PVC)N=255.84
SITE BENCHMARK
EL = 260.08
EX SSMH
RIM=260.13'
IE 8"(PVC)N=250:11:
IE 8"((PVC3S-249.18
IE 6" PVC W=251.07'
EX SSMH
RIM=260.08'
IE 6"(PVC)W=251.98'
IE 6"(PVC)E=251.08'
EX CB
RIM=256.00'
IE 12"(PUC)W=25136'
IE 12"((PVC))N=251:38'
IE 6" PVC E=251.98'
EX CB
RIM=255.82'
IE 12"(PVC)E,S=249.66'
O.
PAR -CL 02219
005,5500
RECEIVED
May 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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JOB NUMBER: C21-164
DRAWING NAME: C21-164 BT
DESIGNER:
DRAFTING BY: JMA
DATE: 8-4-21
SCALE: 1' = 20"
JURISDICTION: SNOHOMISH
BT=01
SHEET 1 OF 1
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