RESUB 1-Survey_-_Topographic+12.21.2021_9.43.44_AM+2584927U
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A PORTION OF THE SE 9/4 OF THE SE 1/4 OF SEC 2, TWN 27 N, RGE 6 E, W.M., SNOHOMISH COUNTY, WASHINGTON
KECK PROPERTY
BOUNDARYAND TOPOGRAPHIC SURVEY
SURVEY INFORMATION
VERT/CAL DATUM REFERENCES EQUIPMENT & PROCEDURES I
NORTH AMERICAN VERTICAL DATUM-1988 SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER METHOD OF SURVEY: - WV
HORIZONTAL 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
SITE BENCHMARK LEGAL DESCRIPTION REQUIRED BY WAC 332-130-100
PROJECT BENCHMARK. LOT 3 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
LOTS 25 AND 26 OF MEADOWDALE BEACH, ACCORDING TO THE \
PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS AT PAGE I 282--
\
BASIS OF BEARING 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; I \\\ \
NAD83/91 FROM GPS OBSERVATION
_ — — \ \ TEL
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, EX SD
STATE OF WASHINGTON. RIM=278.78' \ , - - -28p _ � �
SURVEYOR NOTES IE 12'(PVC)N,S=26 1 73'
IE 6" (PVC)E=273.34' \ — WM
THIS SURVEY WAS CONDUCTED WITH THE BENEFIT OF A TITLE I \ 1 \
REPORT FROM CHICAGO TITLE COMPANY OF WASHINGTON
\ \
COMMITMENT N0. 500096131 DATED 5/28/2020 27� �
10' PRIVATE STORM _
DRAINAGE EASEMENT I
(AF. NO. 201603295002)
/ / \ EX CB
RIM=273.12'
IE 8"(PVC)SE=270.36' \ 6
o� \
/ \ \ I z
f I / \ \ 0 1 C �A ��� I W 274 \ '
GARAGE \ \ TW E g5001)
ADOWI/016120 EX SDM0.67' \ - I 272 \ III
MIS 2 IE 12" PVC N,S-263.87' _
\ \ / NOIE 8" (PVC)NW=267.52' I X
/-ACeESS,& 1)�LH EASEIMEiNT \ l A II
(_AF. N(J.41116b3295002) \ \ , In I
' ' o HObSE RIDGE Z 1 I I I I FF�X CB \ j. TEL\ I II
� f I EL - ��� I I I I I RIM=243.39 \ .,.. %. T \
1 I 10' UTILITY EASEMENT
IE 12' (CPEP) N=239.19' �.
N 'A' N� \I
� \ (AF. N0. 201603295002) c2?fl, I
gEA ARSE ME02) \ / Z I I I' I - Cal \ \ II
CAN PAINT MARK ACE PEA P AD g50 _ — / N I N N N I I J /... \ II
g W� E 32 \ r I / I I I I I I FOUND REBAR /\ CB / f
GAS PAINT MARK 0 �A 1 ) �N 160 \ \ \ I / / I I AND CAP . I
EA EN �Y2/ � O \ 1 I I I I I I \�� % / �°M \ ENTRY MONUMENT I i , � �
M M 0 2 \\ I "LDC #48761" sF I. . I I, \ I
E \ \ o \ I EASEMENT (AF. NO.
\
TELCO PAINT MARK PPS 5 P N0 201512240192 I Q 2s8-� I
SU /AF ) O I
/ / / \ 3a' I < \ I
WATER PAINT MARK ( \ \ \ o I I
APPROXIMATE LOCATION OF 1997 \ \ \ \ N \ \ I I I I I I I \ \ I �Lp j c`�`� \ N St
POWER PAINT MARK r \ \ / \ I 1 \ I I I I / / / / I / / M
NO'
PA R00002202
00513
SET BENCHMARK
MAG NAIL AND
WASHER IN CONIC
EL=271.87'
PAR0Et0�2 -
00513300
LANDSLIDE HAT IS NOW REPAIRED \ I I . . • \ — — — — — — — — — — — -
\ W00 FEN\E CORNER I I p I o. �I
\ \ \ \ \ \ �� \ \ \ Is o' NW F cAL D \ �, I J off' / / \ 1 \ / / �� \� \ a26s \
SANITARY SEWER FORCE MAIN \ \ '� \ \ PROP.'( E o\ �' \ r � ' \ \ \\ \ \ I 1 I / .... ... �... /...... I \ J .. 0
WOOD FENCE CORNER d N
APPROX. LOCATION FROM ASBUILTS \ \ \ \ \ \ \ 1 \ \ \ I \I \ ' <� /
DISTRIBUTION EASEMENT IS 0.5' NW OF CALC'D � \ \ \ \ �� \ \ \ \ \ \ \ \ I I \ / / �a ;, �. \ I I PAR0E�00222�
STORM LINE (AF NO. 9806080663) PROP. LINE \ \ �, \ • \ \ \ \ \ \ 8 \ \ \ \ \ \ \ \ \ \ \ \ I I I I \ 1 / / / c \ \ 3300
1 \ \ 1 \ \ \n \ \ \ '� \ \ \ \ \ I 264. , . . \ 0 �51
WATER LINE — — — — — —
SIN-jl=� / h \\ \ \ \
wOC� \ \ \ \ \ \ 65' BSBL FROM TOP OF \ \ \ 10' UTILITY EASEMENT
SEWER LINE CANOPY ELEVATION = 243.86 /// �/ / / \ \ \ \ \ \ \ \ STEEP SLOPE IDENTIFIED \ \ \ (AF. NO. 201603295002) \\\\ \ l8 :/ / \ ) _ \ EX CB
\ \ ON THIS SURVEY
_ / EX CB \ \ \ \ \ a �' _ \ \ \ �'? Z \ \� /. ry \ I RIM=262.69'
ASPHALT LINE - — — — I — — —�— — I I I I I I I I I I I I I I I I',I I I F °��/ ��' RIM=217.13' \ \ \40 / sscd
PM I IE 12 PVC S 256.60
/tip IE=213.46' IN N,E,S \ \ \ \ \ \ - \ \ \ \ sr� LOT .3 \ \ ' ` \ IE 12"(PVC)N=255.84
�� I III (IIIIIIIIIIIIIIIIIIIIII,, \ \ \ , \ \ \ \ \. \ \ \ \ \ \ I 1 I ( ) -
I I I I IIII CANOPY ELEVATION = 144.45'; IE=213.37' OUT W \ c, a \ \ \ \ \
BUILDING SET BACK LINE I IIIIIIIII , \ \ 30, 482 SF -NET SITE BENCHMARK
�I ( I I I I I I I I I I I I I I I I I I 111 I I I I I ;_ \\\ \\ \ \\ \\\ \
SET REBAR I CANOPY ELE\IAIfIIOti-14�.�h — I', I _SD STUB-2 \ \ \ `' \ \ \ \ \ \ \ 8 31322 SF -GROSS \ \ \ \ \ \ 'I; I S WM EL = 260.08
IIIIIIIII III i AND cAP F _ \ \ " \ \ \ \ \ \ \ \ ` \ \ \ \ \
EXISTING PAVEMENT — — — — I I I I I I I I I I I I "LDC 52841" I I I I I I I I I IJ1 d'�� I:I �s - - - _ _ - _ 'o \ (IE)=213.99' \ \ \ \ \ \ \ \ \ \ \ \ \ �-
I I I I I I I I I I I I I I I I I I I I I I I # III % \ \'\ \\ \- 2 15722 72AI A VE W
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
SET REBAR AND CAP
iuv
I I III I_III-IiI III II"I III"II II II II II I I II III I I I I I I 10.5I '- III IIII IIIIIIIII �� II I +i-IIIIll-1 I ii-I II I I I I I �,SI � \\ EX S"" SMH10-08-21 11111CANOPY ELEVATION 247.64' RIM=260.13'
1\ aREBIE 82PVC N=24590.1181'
I I Ih4 IE 8
IE 6" PVC
W=251.07'
Il dl
_1111I1-�1111 a I -I I N1 ITI I Htl III -III TII IIII IIIII I JillI RAI NIII'IIIIISIIII ') LDC 476
I �-I10i PRIVATE STORM( I ss�sTu6N 1">
\ I I EX SSMH2�
111A'EAEMX� RIM=260.08'
I I I I I I I I(AF, NO. 201603295002) I 1 I' I I` \1 1 \ \ \ _\_ \ \ \ \ \ \ \ \ \ \ I \ IE 6" PVC W=251.98'
( I I I I I I I I I I I I I I I I I I IIIIIIIIIIIII I'll, I I I F I �- -- \/,' �\ _ , �' \ \ �Acc�sS � ITY EA� MEIv,T \ \ \
I 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 I I I I I I I I I I I I I I I I I I I I CANOPY IELEVATIbN I �i ��, I l5 _ 2�p I / /\ \ ,\ \\_\\ `� \ '\ \' \\\ AF W. \ �\ \ \ t/ \
II 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 I I I I I I I I I I I I I I I I I I I I .... / F, I' \ �. \ 1 \ 1'� j\', \\ \( \\ (J\1612Q950�1) \ \� 15 E \ I EX CB
;I IIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIPI IIII — 65 / \ I /I \ / / 1 \ \ �, y \ \ ��q� 1 \ RIM=256.00'
v � „ _ \ _•_ ' �, , ; , \ � \ ) � / \ \ . 0 � ` 1 IE 12' �PVC�WN=25
251.36'
IIIIIIIIIIIIIIIIIIIIII 11 I \ \ LARGE �P - 1 I cPM
III (IIIIIIIIIIIIIIIIII (IIIIIIIIIIIII 1111111�111�11�--- / - - BOULDER 1 > \ \ \c� IE 12" 1.38'
,k1 \I- � IE s" PVCE=251.98'
I I I I I I I I I I I INI I I I I I I _ _ 1', `;��� \, �`�• � '� �� \ 1(j I EL
I IIIIIIIIIIIII IIII 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 I I I I I CANOPY ELEVATION - '�48s2' I\ ,2 APPROXIMATE LOCATION , �`�_I_ I 1' -'� z,� 1 _--
I I I I i i IIII I I I I I IIIIII �G �A_ OF EXISTING SD TRENCH I / q �, ' . — _ — _ — —
IIIIIIIIIIIIIIIIIIIIII u / ... ..
II 111111111111111111� (IIIIIIIIIIIII (IIII I _ �, / / / I
i,'x' / FOUND REBAR
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 I I I I I I I I lol 11 111 I �\ �� _ / 1' �aM\ 1 1 I I V A ,5116 ,1 , V A \ ,, AND CAP VAA TELL )
�. I I I I IIIIII1111I I^ (IIIIIIIIIIIII ' I11' 111111111111\\ ,I .,F _� -!� a —� >�_ / / s I , \ I / -"� -\ \
\1\'°° 1\1\\\11\111\\\1111111111�11111\�\1\\� \\1\ \ "LDC #48761' � /
1 \ \\\\\\\\\\11MI.. / 2' �22s/ / /"I 5o.a�' \ „� „ ;� -i ��\\
\ \ \ \ \ \ \ \ \ \ \ M o NATIVE GROWTH PROTECTION EASEMENT / \ i / ; ; ei I \ �5� / / / / / \ \ /) .
\\ I\\\\\\\\\\\\ \\\\\\\\\\\\ !\fiC��1T\„llllll/IIIIIII C'' \ - - �/�.\ �� x / / / / / / / /i \ — — —
0 \ Z \\\\\\\\ \\\\\\M\\\ \\\\\\\\�\\\\\\\ /IIIIII I I I1111� \\ \ \ — _ , \ - — _ — / I —
N \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\11/I(11111 \\\\;\\\\\ „F -228_ 45' S I / / I I / -0) I- I l I / / \ l�l// / l ; I EX CB
CE� 02 \\ \\\\\ \\\\\\\\\\ II \ \ \\\\\\ i _ 369.9 I Ico / I / / / / I/// / 258 / RIM=255.82'
AR 025 \\\\\\\\\\\\\ \\\\\\\\\\\\\\\III I III IIII///////(((((CANOPY ELEVATION = 273.05' N \ \ I / — — I / / / /
P 0 \ \\ \\\\\\\\\\\\\\ - N79'26'34E I / N / I 11 / / / IE 12"(PVC)E,S=249.66'
0 /////IIII IIII\\\�\� � ,�, ti� �� �' / N / ^°` IIII — — — � I � l � � � / �� "�^
330 \ \ \\\\\\\\\\\\\\VIC>\ \\\\\11111III////// \\\\\�\\\�\\\\\ _ _ ao'
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\ \\\o\\\�\\\'\1\\11111 \ \
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TOE OF SLOPE I \ \\\\\\ \ _ — — - / / ` \ \ \ \ \ / l I I I 1 1 I / �250 h�� j / / I / / / / / — —260 /
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120950 MEA�O 2016 \
SET REBAR / i � \ l A \ I I HYD
AND CAP j
LDC #52841" \ /
10-08-21 /
\
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LARGE BOULDER
HEIGHT FROM GRD = 7.29'
DETAIL OF LARGE BOULDER
SCALE: 1" = 10'
BLD2021-0985
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to RKCL0�2219
005,5500
RESUB
Dec 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
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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