Preliminary Subdivision Plans.pdfNE 114, SE 114, SEC. 31, T. 27 N., R.4 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
238TH ST SW
MARK MELINE
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DEBORAH KING
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CB RIM = 363.28 I
I.E. W. 12" = 361.64'
I.E. S.E. 12" = 361.57'
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CB RIM = 357.39'
I.E. N.W. 12" = 355.91'
I.E. E. 12" = 355.15'
FOUND 5/8" REBAR
W/WEI CAP HELD POSITION
2.1 '
— APPROX. LOCAM TION
W OF 8" DI WATER MAIN
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SMH RIM = 348.80'
CB RIM = 348.82I.E. W. 8" = 337.36'
I.E. E 8" = 337.38'
LOT COVERAGE
LOT
GROSS AREA
NET AREA
MAX LOT
COVERAGE %
MAX
BUILDING SF
ACTUAL
BUILDING SF
ACTUAL
BUILDING %
1
10,119 SF
8,534 SF
35%
2,909 SF
1, 676 SF
19.64%
2
9,588 SF
8, 078 SF
35%
2,801 SF
1, 720 SF
21.277.
3
9,588 SF
8, 078 SF
35%
2,801 SF
1, 720 SF
21.277.
4
8, 896 SF
1 8,177 SF
35%
2,862 SF
1, 720 SF
21.03%
IMPERVIOUSAREA BREAKDOWN
IMPERVIOUS AREA
EXISTING
0 SF
REMOVED
0 SF
REPLACED
0 SF
NEW
18,389 SF
NEW + FRONTAGE
18,389 SF + 1,391 SF = 19,780 SF
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SCALE: 1 " = 20'
20 10 0 20 40
LEGEND
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VICINITY MAP
S SCALE. 1"=2000'
►14
EXISTING MONUMENT (AS SHOWN)
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SECTION 1/4 CORNER NOT FOUND
/0
SECTION CORNER NOT FOUND
FOUND REBAR/CAP OR I.P. (IRON PIPE)
(C)
CALCULATED
(P)
PLAT
(M)
MEASURED
TBR
TO BE REMOVED
R. 0. W.
RIGHT-OF-WAY
P.O.B.
POINT OF BEGINNING
Line Table
CENTERLINE
Line #
Length
Direction
CLF
CHAIN LINK FENCE
WDF
WOOD FENCE
L1
306.158
SOO* 50' 50.68"W
W.S.
WATER SURFACE
EOP
EDGE OF PAVEMENT
BOW
BACK OF WALK
GCB
STORM DRAIN CATCH BASIN (CB)
TLC L'
PROJECTNOTE:'
O
STORM DRAIN MANHOLE (SDMH)
SD
ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED.
O
SANITARY SEWER MANHOLE (SSMH)
SEPTIC SYSTEMS & DRAINFIELD LOCATIONS SHOWN ARE APPROXIMATE.
SS
ALL EXISTING SEPTIC SYSTEMS & DRAINFIELDS TO BE ABANDONED
000
SANITARY SEWER CLEAN OUT (CO)
(PER SNO. CO. STANDARDS).
-0-P
POWER POLE
EQUIPMENT AND PROCEDURE
-
GUY POLE
LEICA TC 1000 FOR FIELD TRAVERS AND TOPOGRAPHY.
GP
MONUMENTS VISITED 1012004
® WM
WATER METER
PRECISION EXCEEDS STATE STANDARDS.
WATER VALVE
wv
FMB
MAILBOX
BM
PER SEWER CARD INVERTS ALONG N.W. 68TH
UTILITY POLE ANCHOR
ST. FOR NGVD 29 ADD -3.5
FIRE HYDRANT (2 NOZZLE)
TYPE I NGPA SIGN
TBM
PROPOSED WATER
EX. SMH RIM = 348.80'
PROPOSED SANITARY SEWER
I.E. W. 8" = 337.36'
PROPOSED STORM DRAINAGE
I.E. E 8" = 337.38'
PROPERTY LINE
X X
EXISTING FENCE LINE
VERTICAL DATUM:
// //
EDGE OF PAVEMENT
NAVD 88
XXX
EXISTING CONTOURS
ENGINEER SURVEYOR
PROPOSED CONTOURS
INSIGHT ENGINEERING COMPANY GREENE LAND SURVEYING
PRE-EXISTING DRAINAGE PATTERN
P.O. BOX 1478 7408 164TH ST SW
EVERETT WA 98206 LYNNWOOD, WA 98087
NOTE: STEEP SLOPE CRITICAL
AREA SHOWN IN
CONTACT. • BRIAN R. KALAB, P.E. PH: (206) 498-0979
FULL DETAIL ON EXISTING FEATURES MAP.
PH: (425) 303-9363
FAX. (425) 303-9362
BUILDINGSETBACKS,
EMAIL: INFO@INSIGHTENGINEERING.NET
FRONTAGELOTS(LOT I)
OWNER (APPLICANT
FRONT 25'
IHSAAN NAJI8
SIDE 7.5'
23804 67TH AVE W
MOUNTLAKE TERRACE, WA 98043
BACK 15'
BUILDING SETBACKS,
LEGAL DESCRIPTION
INTERNAL LOTS (LOTS 2-4)
FRONT 7•5'
A.P. #00452000400800
SIDE 7.5'
LOT 8, BLOCK 4, FRUITLAND ACRES DIVISION NO. 2 TO LAKE BALLINGER,
BACK 7.5'
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS,
PAGE 103, RECORDS OF SNOHOMISH COUNTY, WA.
——39.5'— — —
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GARAGEPARKINGDETAIL
SCALE: 1"=20'
GREENE LAND SURVEYING
7408 164TH ST SW
LYNNWOOD, WA. 98087
PHONE (206) 498-0979
SITE DATA SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
AREA BREAKDOWN
TOTAL SITE AREA 39,460 SQ. FT. - 0.91 ACRES
UNITS PROPOSED 4
EXISTING ZONING RS-8
PROPOSED ZONING RS-8
IMPERVIOUS SURFACE 19,780 SF (0.45 AC)
r r,,,rr --
WATER
POWER
TELEPHONE
SCHOOLS
FIRE DISTRICT
CITY OF EDMONDS
CITY OF EDMONDS
PUD
FRONTIER
EDMONDS SCHOOL DIST. NO. 15
FIRE DIST. #1
REV. NO. I DESCRIPTION I INITIALS I DATE
INSIGHT E AIGMEERING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@ INSIGHTENGINEERING.NET
SITE ADDRESS: 7901 240TH ST SW
EDMONDS, WA 98026
TAX ACCOUNT NO: 00452000400800
NE 114, SE 114, SEC. 31, T. 27 N., R.4 E., W.M.
NAJIB SP
DWG FILENAME DESIGNED BY.• DATE: SCALE. JOB NO.:
180945-PRELIM.DWG JRC 09-06-2018 1 "=20' 18-0945
SHORT PLAT MAP/ SHEET
SITE PLAN I S 1