Revised Prelim Site Dev Plan recd 8-3-17 (2).pdfPRELIMINARY SITE DEVELOPMENT PLAN
REED.1OHNSON
SAMORTPLA T
8498 TALBOT ROAD
EDMONDS, WA 98026
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CALL BEFORE YOU DIG 1-800-424-5555
SW 1/4, SECTION 07, TOWNSHIP 27 NORTH, RANGE 04 EAST, W.M. w/
APPROX. LOCATION OF 8" DI wv -W-�-
PP WATERLINE PER RECORD W�--�N� CB-209
INFORMATION
W/LUMINAIRE -W
� & UNDERGOUND -_ A w_
�_w-- 4 £?5 09 00"�....74 .84 . 523'
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CURB .. �,, �_ - - .. / N CB 276
TALBO�i .. RD•
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220.43 _ _ SSM -
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EDGE OF PAVEMENT
WM -_
CB-221 .. O -0Gv / -`42�
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RIM=41.62 '��' o ----44 ��44 SSMH-277
8" N IE=39.87 3-MB II '` -46 1 Ao- = RIM=39.56
a �/ "�- �� - 14"SPRUCEa� E&W IE=29.73
CB-221
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APP X. LOCATION �
46 _------RECORD
SEWER STUB PER 14'CEDA
I ASpygCT RECORD INFORMATION
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` EX. HOUSE / 36"CEDAR
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14"DEC
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2,217 SF
(SEE FUTURE
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o \ STORMWATER MANAGEMENT SYSTEM NOTE:
FUTURE SINGLE FAMILY RESIDENCE TO
o PROVIDE STORMWATER MANAGEMENT
0"HEML(SYSTEM (INFILTRATION AND/OR DETENTION
FOR ALL NEW IMPERVIOUS SURFACES
ONSITE AND IN WITHIN RIGHT-OF-WAY IN
STUB STORM LINE INTO PROPERTY FOR COMPLIANCE WITH STORMWATER
FUTURE RESIDENTIAL STORMWATER STANDARDS IN FORCE AT THE TIME OF
MANAGEMENT SYSTEM DISCHARGE (SEE NOTE) BUILDING PERMIT SUBMITTAL.
IE 45.5Ot
6"0 STORM LINE 25 LF I
IE 41.48.±
/ 32"CEDAR
FND REBAR & CAP
SIDE SEWER SERVICE 42 LF
SO.28. WO.0>\
APPROX. LOCATION OF 8" DI
WATERLINE PER RECORD
INFORMATION
4'f W
�-w
KIM=44. /4
W IE=35.84
E IE=34.94
CB-635
RIM=46.86
12" CONC W IE=44.96
12" CONC E IE=45.20
PROPOSED I I
LOT 1
21,291 SF \ �
EX. / 16'�DEDAR
GARAGE < // o
8"FIR o-
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FND 1" IRON PIPE
64 / NO.26, WO.18
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PARCEL NO.
0594400006400/ 8"CEDA- 6
R & CAP N85.09'00' E _ 1 5.00 I
_ - �12"BIRCH /
.20 22"FIR
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FUTURE SFR &DRIVEWAY NOTE:
LOCATION AND CONFIGURATION OF FUTURE SFR AND (22' FIR I
PROPOSED TREE REMOVAL TO BE REVIEWED AND CEDAR
APPROVED UNDER SEPARATE PERMIT APPLICATION � b>
'18" FI Z
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PROPOSED 2 FIR - 34"CE�DA
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LOT 2 20 P f 32 CE IR I I r
r
ROOF 20.020
REA 20 SF I ( 14"HEMLOCK
SFR NOTE) I "CEDAR I ,Y4"CEDAR
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10"PIR I j�
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/ I
38"FIR ' CEDAR 00
I 181
26"(IR I /
- 12"FIR
22"F 1,079 SF DRIVEWAY (SEE
FUTURE DRIVEWAY NOTE)j
8"HEMLOCK 8 /"FIR/
8" IRCH % 12 FIR
"CEDAR
CEDAR
16°CEDAR
MAX DRIVEWAY SLOPE 12%- -
FUTURE SFR & DRIVEWAYI *0-,FIR 12"MADRONA 11I
LOCATION TBD (SEE NOTE) WATER METER/SERVICE
O I.tUHt(
uF TRFF TO arrn►�r�nna� 14"CEDAR a 0"rrn.A� �czvip 24"FIR I I
'cf E SFR INFRA $TRR TORE (TYP)82 00 _ - 1 D R
12'CEDAR
_ 8 CEDAR
12"CEDAR 0"CE HEMLOO
3'f 0 S W�
l 2"CEDAR "CE
\�kS`HE CK 20 C 24f.0 14"C � MAPLE MA L :.:.. . .
CLUSTER - ..... ...
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W ......
PL.. Iu 38.41-
................:.............. ERICK: .
... ARE
.oGE OF PAVEMENT PAVE SHOULDER TO PROVIDE
THICKENED PAVEMENT EDGE J - 22 TOTAL PAVEMENT WIDTH 692 SF 5 10" CONCRETE
�
CB TYPE 1 COLLECTION POINT FOR_ EDGE OF PAVEMENT 6 c6-431
,sL/--t ONSITE AND ROW IMPERVIOUS SURFACE / PP CB-431
�D CB-438 c� W/UG _ RIM=60.15
12"0 STORM LINE N1.D96 28 LF / CB-438 RIM=52.62 58.57
12" CONC W IE=48.92 12" W IE=58.40
/ PP 12" CONC E IE=51.10
4 W
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PRELIMINARY SITE DEVELOPMENT PLAN
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VICINITY MA
NTS
OWNER/APPLICANT
TERI JOHNSON
8498 TALBOT ROAD
EDMONDS, WA 98026
TAX ACCOUNT NO
00594400006400
PROJECT DATA
P
W O
CONTACT
CSP ENGINEERING INC PS
1037 NE 65TH ST #153
SEATTLE, WA 98115
PARCEL AREA: 0.92 ACRES
DISTURBED SITE AREA: 1,400 SF
IMPERVIOUS SURFACE: 692 SF
POLLUTION GENERATING IMPERVIOUS SURFACE: 692 SF
ESTIMATED CUT: 25 CY FILL: 25 CY
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