1054 WALNUT ST-SITE PLAN.pdf�y
/�tiA 16 17
Zone �3-6 Comer �-A Flag
I
Setbacks ReiR-uired u I
Front Nl� _Zv Zo ZS Z`1 �L^V
Sideswi S _-5� SS ' � S
Rear
Other
Height .67 � ��S�� v15
WALNUT STREET (96THAVE. W,)
c`-
ADDITIONAL
RNJ-318.62 PARKING
IE 8' P7i(E?=312.07 10'X30'
IE B' PVC(N)=312.07
IE 8° PVC(W)=311.97
N 89'55 18' W 659.35' _ , . - _ CS _ SS =
FOUND-CAS-0 CO'k - -_---- -- �y, _ _ _ W .
1-112" BRASS DISK -'
DOWN 0.3'. AUGUST
EX. POWER
POLE
CONC. 'WALL
---- -<
FOUNO REBAR W/ILLEGIBLE
CAP AT CORNER /
FENCE LINE IS 2 4'(E)J
OF CORNER (ISR)
I
BM
FOUND CASED CONC. MON. W/2' DRASS
DISK & x• J.33'(E) OF THE SOUTH
MON. ON 91H AVE W. ELEV.=281.27'
11 I
:CNC. MON. W/ FOUND CASED CONIC. MON. W/
DISK & PUNCH. 2" BRASS DISK & "X'.
OST 2016 DOWN 0.6. AUGUST 2016.
NOTES:
1. SEE GRADING/TESC AND DRAINAGE/UTILITY PLANS
FOR MORE INFORMATION.
2. IMPERVIOUS AREA REMOVED = 832 SF
3. REPLACED IMPERVIOUS AREA = 1,626 SF
4. TOTAL EXISTING IMPERVIOUS AREA = 2,460 SF
00434203501500
_ - - - - - _ - --
FENCE 0.3'(N) OF
SET REBAR
27032500112300
I
X
C
Z.. RIM=319.61
r IE 24" C-W -JIU.I i
IE 24 ClIg. 0.11
RCP( 316.Si
EK
FA
r C/I OF R/K fE 8' PVC(W =JIJ.95
e' PVC(E��I Ja
EX. WATER METER f-^
(o ffl- N)
W I .
CONCRETE CURB-
CONCRm WADS
W 100.00'
'
j4 , ei •
•, •
/
0
�qg
//
II
/
r�N�
HOUSE HOUSE FF 321.2J
FOOTING EL�i!A73 /
a
/\ 11,027 SF
00434203501700
N
X -kt
l-FENCE COR. 4. i'(E)
& O.3'(N) OF SET
REBAR ON)
I
I
I
9ECK
WE
END FENCE 0.7'(N)-
OF PROP. UNE6*
27032500100100
-EX. PowER
POLE
36"
DEC.
30,
o
W 18.0 1
FOUND�H W/CAP
STAMPED "LS 4596'
f
0.3'(N), 0.1 '(W) OF
CORNER
/
RESUB
Y 4 2017
BUILDING DEPARTMENT
CITY OF EDIMONDS
CITY COPY
IE it- iE 8" PI'VVG(NS)J-JtI14.6
J4.82
IE 8P4C=14.72
W-J15.02�<ZUNL-
CASED CONC. MON. W/
1-112" BRASS DISK & PUNCH.
DOWN 0. t', AUGUST 2016.
26.01' _ - �� SSMI
IE 8" PVC(W}=J15.35
�IU_ ^IM _
29
CIE IE 24' CMPP((S)=J70.39
IE 12" RCP(SE}=J10.J9
V
SDMH RIM= 0.51 VO
IE 24: C�!-J
I1.1B
E24C(S)-311.16 IE 36" RCP(SWJ-JI 1. 16
I 50MH RIM=J20.01
IE 24CMP 5-JIJ.21
IE 36" NE) -NO MID
(n a
O q
�lil
CB RIM=320.41
tE 8 hCP E=318.16
C8 RIM-321.42
IE 8' RCP(WJ=319.
MU-321.54
IE 24CMPN =J16.04
(� IE 8' RCP(0 16.84
A IF 8" OW)=ND MID
SCALE: 1" = 30'
0 15 30
HEIGHT CALCS
A = 320.00
B = 319.50
C = 320.65
D = 320.50
AVERAGE GRADE =- 320.16'
ACTUAL HEIGHT = 344.83'
MAXIMUM HEIGHT = 345.16'
LOT COVERAGE:
3,800 SF (34, 461%)
LOT AREA:
11,027 SF
LOT SLOPE.
2%-33%
IMPERVIOUS SURFACE CALCS (SOLID SURFACES)
EXISTING
N/A
PROPOSED HOME
Z500 SF
PROPOSED DRIVEWAY & WALKWAY
1,300 SF
TOTAL
3,800 SF
51"r)2.0 ►`] - DZ(n
EQUMMENTAND PROCEDURE
METHOD OF SURVEY.•
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION:
LEICA TCRP 1201 ROBOTIC ELECTRONIC
TOTAL STATION
PRECISION:
MEETS OR EXCEEDS STATE STANDARDS WAC
332-130-090
BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF 9th AVE.
SOUTH
AS THE BEARING OF NORTH 00'00'00" EAST.
BM
FOUND CASED CONC. MON. W/2" BRASS
DISK rQ, "Y" 3 33'(F) OF THE SOUTH
MON. ON 9TH AVE. W. ELEV. =281.27
DATUM:
DATUM: NAVD 88 (-3.67 TO 1929 MSL)
APPLICANT/ OWNER
ECHELBARGER INVESTMENTS, LLC
4001 198TH ST SW. SUITE 2
LYNNWOOD, WA 98036
PH: (425) 673-1100
LEGAL DESCRIPTION
ALL OF LOTS 18, 19 & 20, BLOCK 35, PLAT OF CITY OF ED14ONDS
AS RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
TOGETHER WITH LOT 17, BLOCK 35, PLAT OF CITY OF EDMONDS AS
RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, LESS THE WEST 20 FEET.
SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON.
SITE ADDRESS: 1054 WALNUT ST
EDMONDS, WA 98020-3336
TAX ACCOUNT NO.'S: 0043420J501700
SW 114 SE 114, SEC 24, T. 27 N., R.03 E,, W,M,
SNOHOMMSH COUNTY
WALNUT ST EDMONDS
DESIGNED BY: DATE: I SCALE: JOB NO.:
SPC 02-10-2017 ill-,30 17-0821
SITE PLAN
KEEP
INSIGHT INGINEERING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@INSIGHTENGINEERING.NET