06- 240th Short Plat 2019-09-19.pdfLEGAL DESCRIPTION
LOT 4 AND THE EAST 16 FEET OF LOT 5, BLOCK 15, HANBURY'S SOUND VIEW TRACTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 7 OF PLATS, PAGE 20,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON.
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 84TH AVE. W.,
AS THE BEARING OF N 00 20 00" E.
BENCH MARK
FOUND CASED CONC. MON. W/ INVERTED NAIL IN 2-1/2" I AT THE INTERSECTION
OF 84TH AVE. W. AND 238TH ST. S. W.
ELEVATION: 447.67'
DATUM : NA VD 88
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SW114, SEC 31, TWP 27N, ROE 4E, W,M,
240TH ST SW SHORT PLAT
PRELIMINARY SHORT PLAT
/ I
/ HANSBURY SOUND
/ VIEW TRACTS
/ 00463301000302
00463301000402 / (PROPOSED EDMONDS CROSSING APTS) �\
10' PR`YATE STORM DRAINAGE _--_
i' EASEMENT TO BF- �B-TAiNED' FROM
I�ADJOINIY46 Ffi PERTY OWNERkx / �\
40,
I I' 'EASEMENT
WER �`�i j I I I \
.1 1 1 I I FOUND CONC. R. 0. W. \
1 I I 1 i I I MON. UP 4.50'. 0.3'(S) & \
1.8'(E) OF CORNER. FENCE \
J�l
j I 0.9'(N) AT CORNER. VISITED \
5-24-19.71
14
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SNO CO
SP635(11-78) ;1
(AFN 79121202961
FOUND 1" IRON PIPE, ,
UP 2. 2 , SHOT AT
— — BASE. 1.7'(E) & _
1.3'(N) OF CORNER. 34' JOINT
U TILI TY
EASEMENT
(TYP)
26' INGRESS/
1111 I I
11 1 1 I
1 1
1 15' PRI VA TE STORM
& SEWER SERVICE
h EASEMENT
---- -- -- CIMMERON
'46` `�; •" _ A CONDOMINIUM
/; -,(AFN 9503305003)
72/,
/
10,229 SF i
8,146 SF (NET)
i I �%
I
FOUND CASED CONC. MON.
W/INV. NAIL IN 2-1/2" LP.
DOWN 0.3'. VISITED 5-9-19.
4
OEM
VICINITY MAP
NOT TO SCALE
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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z SCALE. 1" = 30'
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OWNER SURVEYOR
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Wi z DAVID V. JODAR, et al PACIFIC COAST SURVEYS, INC.
L I 8717 240TH STREET SW P.O. BOX 13619
EDMONDS, WA. 98026 MILL CREEK, WA 98082
(425) 776-1677 (425) 512-7099
CONTACT- DARREN J. RIDDLE, PLS
EMAIL: DARREN@PCSURVEYS.NET y
APPLICANT LANDSCAPE 15
ADAMANT HOMES WILLIAM BROWN LANDSCAPE ARCHITECTS INC.
PO BOX 14790 16630 30TH DRIVE S.E.
MILL CREEK, WA 98082 BOTHELL, WA. 98012
(425) 275-5307 (425) 417-4609
CONTACT- LARRY SUNDQUIST CONTACT- WILLIAM A. BROWN
EMAIL: LARRY@ADAMANTHOMES COM EMAIL: CORKY_B@COMCAST.NET
CIVIL ENGINEER GEOTECHNICAL
RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A108 EARTH SOLUTIONS NW, W
L YNNWOOD, WA 98037 BELLEVUE, WA 98005
1805 TH PL NE, SUITTEE 201 O O
(425) 678-6960 ELL
CONTACT ROB L. LONG, PE PHONE. CONTACT- RA - RA 284-Y COGLAS, PE Z
EMAIL: ROBL@RAMENGINEERINGINC.COM
EMAIL: RAY.COGLAS@EARTHSOLUTIONSNW.COM
SITE DATA y
SITE ADDRESS: 8717 240TH STREET SW, EDMONDS, WA. 98026
TAX PARCEL ID NUMBER: 0046JJ01500400
TOTAL SITE AREA: 43, 838 SF (1.01 AC) y O Z
EXISTING ZONING: RS-8 (8,000 SF)
PROPOSED ZONING: RS-8 (8,000 SF)
NUMBER OF LOTS PROPOSED: 4 LOTS
PROPOSED LAND USE. SINGLE FAMILY RESIDENTIAL
MAX BUILDING HEIGHT- 25 FEET
MAX LOT COVERAGE FOR STRUCTURES: 357. TOTAL LOT AREA Q Q
AGENCIES/UTILITIES O O
JURISDICTION CITY OF EDMONDS
STORM WA TER CITY OF EDMONDS Q
WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT
SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 4
FOUND CASED CONC. MON. TELEPHONE FRONTIER COMMUNICATIONS
W/INV. NAIL IN 2-1/2" LP. ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 O
DOWN 0.3'. VISITED 5-9-19. GAS PSE
CABLE COMCAST
918.40' 6.50_
0
o gIV L
z
SHEET INDEX 508 w
FOUND CASED CONC. MON. z �I
W/INV. NAIL IN 2-1/2" LP. 1 PP-01 PRELIMINARY SHORT PLAT °NAL
DOWN 0.3'. VISITED 5-9-19. 2 EC-01 EXISTING CONDITIONS MAP
THE BOUNDARY AND
TOPOGRAPHY SURVEY
SHOWN ON THIS SI TE
PLAN WERE
PREPARED UNDER THE
DIRECT SUPERVISION
OF A WASHINGTON
STA TE PROFESSIONAL
LAND SURVEYOR
9,
Know what's below.
Call before you dig.
ENGINEER.
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE.SCALE.•
9119119 1 AS NOTED
JOB NO.
19-015
SHEET.•
PP-01
SHT 1 OF 2
00463301000402
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SW114, SEC 31, TWP 27N, ROE 4E, W,M,
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FOUND CONC. R.O.W. �IO
MON. UP 4.50: 0.3'(S) &
1.8'(E) OF CORNER. FENCE
0.9'(N) A T CORNER. VISI TED
5-24-19.
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HANSBURY SOUND
VIEW TRACTS
004 [11090--302 --___
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00463301500300
1E 15" CMP(W)=397.49 / 18" i , x ^ -410
1E 15" CMP(S)=398.14 A . 26" / F i 28" /
0 i i 28 j 12'> /
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---SD--- SD x � � / , OAP
END FENCE 5' E
OF PROP,FPlTY LINE
34 / / f' l
1E 15"CMP=400.40 ' 28" l • / / ///i------/ `—I \ 1
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!HOUSE
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FOUND 1" IRON PIPE, UP 2.2;
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OF CORNER. V I / t +%;•::'•::':'•:;::'::•;':/ rl x /
i/ OF PROPERTY L
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END FENCE 6.1 ' W
OF PROPERTY LINE 1 \ \/ CONCRETE •�� C:;:;:::'•::;::':'•::/ / /x C
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AP
1126
CIMMERON
A CONDOMINIUM
(AFN 9503305003)
N
SCALE. 1" = 20'
0 10 20 40
THE BOUNDARY AND
TOPOGRAPHY SURVEY
SHOWN ON THIS SI TE
PLAN WERE
PREPARED UNDER THE
DIRECT SUPERVISION
OF A WASHINGTON
STA TE PROFESSIONAL
LAND SURVEYOR
9,
Know what's below.
Call before you dig.
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
O
y
cc
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE.SCALE.•
9119119 AS NOTED
JOB N0:
19-015
SHEET.•
EC-O 1
SHT 2 OF 2