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SE 114, SW 114, SEC. 25, T. 27 N., R.03 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
J
Z 15TH ST. S. w
CB RIM=293.58
IE 8" PVC(W)=291.78-
IE TOP 8" PVC RISER 293.58
1E BOTTOM 8" PVC RISER 291.48 ,
/
/ / I
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�G 4
SSCO RIM=293.45 /GR� C
LOT 1
/FND 3/4" IP 0.2'(E) OF CORNER 1 I
WOOD FENCE 0.3'(SE) AND BEL AI RE DI V. B
0.1 '(SW) OF CORNER
PINESTONE / �/ ' /� �?96\ \ VOL. 201 PG. 44 E LL,1
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VOL. 46, PG. 226-227 // ���29�� /lQ� SHAW, ADRIAN of
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0.1 � � I � II �?96 � � ' �M � � A• � LOT 2
1 U/ I 14"
- - _ _ _ 36 / , M/- I HERITAGE PARK
SSCO RIM=294.33 ' / 1 • C::: .4 'I� - - - - _ /
\ 4 - - F ' \� -\` I VOL. 35 PG. 58
COGO ` I� NIA LOT 2
o / / / l �i LEE, RALPH J.
9
/7ry�I 12 M 6,352 SF CIRrCLET 41, 36" . B,29g\ I
FND 1 " IP 0.2'(E) & , \ / I / (r) / F
0.1 '(S) OF CORNER Q e"
WOOD FENCE CORNER / / I
0. 8' SOUTH OF CORNER,\ • B`296 LOT 1 so Q I ° e d ° �\ / / / FENCE INT. 0.4'(NW1>AND
f 0.6'(W) OF CORNER
6,059 SF 0 9�0 D O CONCRETE gO� I/ F I / F
HEGAMIN, DEBORAH J. & ROBERT H. \\ 7b2 •P'ry9 ,� � '�9 /�f OT 9a�
6,3631SF/ L---------------------
,2
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/ \ I I 1 j //7T/Tj�j / • A=298.5 I
s. sr(�ay�
HOrl)
, ° 749 " 35'ra r 'A ��• . + / CJ �ti a ) ° o e �F 1
FENCE CORNER ss
�L • �'
ON LINE \ e RA
\ LOT 7 , �\csp
\ BEL AI RE DI V. A �
EX. WM Y /:
\ VOL. 19, PG. 106 � e BE � DETO
W4LLK \\ _
MCKINNON, SHEILA AND USED FOR LOT 1) d +
FND I" IP AT +
CORNER FND 3/4" IP AT CORNER
� WOOD FENCE 2.0'(SE AND
3.9'(SW) OF CORNER
FOUND CONC. MO N CASE
\ ' I W/2" BRASS DISK W X" AT
SURFACE AUGUST 2 17. I
LOT 5
SSCO RIM=298.82 I JEZIERSKI, TREVIOR E. & MARY Z.
\\ LOT 8 \ // ems. l
298_ -
s
41 �/ LOT 4 \\\
\ 1 \
4k
\ `rs EX. CB
V" \lpo
ISTH WAYEDMONDS
N
SCALE: 1" = 20'
W E
VICINITY MAP 1
20 10 0 20 40 S - SCALE: 1"=2000
LEGEND
+ EXISTING MONUMENT (AS SHOWN)
�04 SECTION 1/4 CORNER NOT FOUND
SECTION CORNER NOT FOUND
(0 FOUND REBAR/CAP OR I.P. (IRON PIPE)
(C) CALCULATED
(P) PLAT
(M) MEASURED
TBR TO BE REMOVED
R.O.W. RIGHT-OF-WAY
P.O.B. POINT OF BEGINNING
CENTERLINE
CLF CHAIN LINK FENCE
WDF WOOD FENCE
W.S. WATER SURFACE
EOP EDGE OF PAVEMENT
BOW BACK OF WALK
El CB STORM DRAIN CATCH BASIN (CB)
O SD STORM DRAIN MANHOLE (SOMH) L'QUIPMENTAND PROCEDURE
O SS SANITARY SEWER MANHOLE (SSMH) METHOD OF SURVEY:
000 SANITARY SEWER CLEAN OUT (CO) SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION:
�p POWER POLE LEICA 7S15 ROBOTIC ELECTRONIC TOTAL STATION
-o-p GUY POLE PRECISION:
MEETS OR EXCEEDS STATE STANDARDS WAC
❑ wM WATER METER 332-130-090
' WATER VAL BASIS OF BEARING.
THE MONUMENTED CENTERLINE OF 8TH AVE S.,
MAILBOX AS THE BEARING OF N 01'10'08" E.
I
E-- UTILITY POLE ANCHOR BM
FIRE HYDRANT (2 NOZZLE) FOUND CONC. MON. IN CASE W/ 1 1/2"
BRASS DISK W/ PUNCH AT THE
LOT 3 TYPE I NGPA SIGN INTERSECTION OF 87H AVE. S. AND
PROPOSED WATER 14TH ST. SW. ELEV. = 281.84'
PROPOSED SANITARY SEWER VERTICAL DATUM:
NAVD 88
I PROPOSED STORM DRAINAGE ENGINEER SURVEYOR
I
PROPERTY LINE M�/f ENG'INE RM COMPANY PACIM CMST SURVEYS. W
X X EXISTING FENCE LINE P.O. BOX 1478 PO BOX 13619
EVERETT; WA 98206 MILL CREEK, WA 98082 EDGE OF PAVEMENT CONTACT BRIAN R. KALAB, P.E. CONTACT.- DARREN J. RIDDLE
- - - - - - EXISTING CONTOURS PH: (425) 303-9363 PH: (425) 508-4951
XXX FAX. (425) 303-9362 FAX: (425) 357-3577
PROPOSED CONTOURS EMAIL: INFOOINSIGHTENGINEERING.NET
PRE-EXISTING DRAINAGE PATTERN
I APPLICANT
M MT
i
I
I
P.O. BOX 12698
EVERETT, WA 98206 H-C jr,) 2 2017
PH: (425) 238-9831
EMAIL: KARL.BEST19590YAHOO.COM ;L OPPAENT SERv!f,
.
OWNER
RONALD WORE
749 15TH WAY SW.
EDMONDS, WA 98020
# HEIGHT MAXIMUM 30, PER ECDC 16.30.030.ACO. ALL AREAS OVER 25' HAVE A SLOPE LEGAL DESCRIPTION
LOT 4 OF AT LEAST 4/12. -
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I
TEXTUAL SITE DATA.'
I EXISTING ZONING: RS-6
PROPOSED ZONING. ................................. RS-6
PROPOSED LAND USE. ................................. SINGLE FAMILY RESIDENCE
SITE AREA: ................................. 19,701 ACRES = 0.45 S.F.
NUMBER OF LOTS PROPOSED: .................................
LOTS PER ACRE OF LAND. ................................. 3 LOTS/1.07 ACRES = 2.8 LOTS/ACRE
WATER SOURCE/PURVEYOR:................................. OLYMPIC WEW WATER & SEWER DISTRICT
SEWAGE DISPOSAL/PURVEYOR:................................. CRY OF EDMONDS LOT SLOPE:
I POWER ................................. PUD
L - - - _ _ _ _ - - - - - - - - - - - ................................ FIRE DISTRICT ................................. SNOHOMISH COUNTY FIRE DIST. N0. 1 2%
- - - -SCHOOL DISTRICT. EDMONDS SCHOOL DISTRICT NO.15
i
BUILDING CALCULATIONS
UNIT
A
B
C
D
AVERAGE
GRADE
MAX
ACTUAL
PEAK EL.
1
297.81
296
296.4
298.3
297.13
327.13
327.13
2
298.6
296.91
297.6
299.09
298.05
328.05
328.05
3
298.5
298.17
298.4
T 299.05
1 29& 53 1
328.53
1 32& 53
LOT COVERAGE TABLE
LOT #
LOT SIZE
HOUSE
MAXIMUM
COVERAGE
ACTUAL
COVERAGE
1
6,059 SF
2,121 SF
35%
28.9%
2
6,352 SF
Z223 SF
35%
27.6%
3
6,363 SF
2,227 SF
35%
27.5%
LUI 6, I'LA1 OF R.C. BEL AIRE DIVISION A, AS
RECORDED IN VOLUME 19, PAGE 106, AS RECORDED
UNDER AUDITOR'S FILE NUMBER 1453964. SITUATE IN
THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
JCIISA(_A INSIGHT ENGINIERING CO.
FRONT. P.O. BOX - 1478
BACK: 15'
EVERETT, WA 98206
SIDE: 5' (425) 3 3-9363 425) 303 9362 FAX
INFO@INSIGHTENGINEERING.NET
SITE ADDRESS: 749 15TH SW WAY
EDMONDS, WA 98020-4118
REV NO. DESCRIP77ON INITIALS DATE TAX ACCOUNT NO.'S. 00389900000600
!t-tl-t0l9
SE 114, SW 114, SEC. 25, T. 27 N., R.03 E,, W.M.
1 STH WA Y EDMONDS
DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.:
170877-PRELIM.DWG LINK 09-11-2017 1 "=20' 1 17-0877
SHEET
SI
SITE PLAN Of
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