ENG SFR ASBUILTPIPE USE, SIZE AND MATERIAL
EDMONDS ZONING RS-12
WATER - 1 1/2" 20OPSI POLY
25' MAX HEIGHT
SEWER - 6" SEWER PIPE
35% MAX IMPERVIOUS
STORM \
FOOTING DRAINS - 4" SCH 40 PVC
LOT SIZE: 12,034 S.F.
TIGHTLINES /
IMPERVIOUS
BUILDINGS - 2,928 (24.3%)
N
W.P. DECK - 225 (1.9%)
IF RIM TO INVERT
DRIVE - 1,566 (13.0%)
WALK - 254 (2.6%)
ELEVATION EXCEEDS
TOTAL - 4,973 (41.3%)
5', TYPE II MANHOLE
WILL BE REQUIRED.
EXISTING WATER
METER STUB FOR
LOT 2
JJ
24' UTILITY EASEMENT
Z
THROUGHLOT3TO
PROPERTY LINE OF LOT 2
00
1 1/2" WATER SUPPLY
CABLE/DATA
MIN 1.5' FROM
ELECTRICAL
MIN T FROM G'
STORM LINE CB1 - DIVERTER
1" WATER METER IN CITY R.O.W. WITF
METER ATTACHED TO PROPERTY LINE
LINE TO HOUSE TO BE
200 PSI POLY WITH
TRACER WIRE
--_—_94'
LOT 3
* STORM WATER TIGHT LINE AND FOOTING
DRAINS DIRECTED TO STORM WATER STUB
FOR LOT 3 INSTEAD OF ACROSS LOT 2.
CB #4 0 102' 94.19' 104' 106' 108' 110'
INV100.0'
RIM 103.0' SILT FENCE N90°E
-----TO YARD DRAIN 30N LOT3
O';'
/
CB YARD DRAIN
INV 102.5 /
TOP 103.5
O/ ELEC.
j J METER
i
b- a.o' �!,//SSCO
6" CLEANOUT BETWEEN BENDS
SIDE SEWER\
20-6"SS STUB
S=1.00% 101'4 /
FILTRATION SOCK ON y P
SD EX CB #2 INV=98.76 j / ,
TOP 101.9' • / �r-
INV 98.00 a / 14.30' , PROPOSEL
_
--- _—P = N89 51I S3" E w�// i a a /� ° GARAGE
-� °.-/ - - GARAGE SLAB
IMEBUTILITY EASEMENT THROUG� . • i
♦.....♦12'WIDE PAVER
i DRIVEWAY
•�..•OS�iK•i�i� iiga.iiii 'iiiiiiiSiii7iii���i 1 .
c2:a:. c ._._.. • 201111145006 • .... a .......
96' \8'
SD EX CB #1 SSH #2
TOP 94.95' SEWER
INV 87.80' STORM SEWER
MANHOLE MANHOLE
DATUM PT ON 8th AVE
RIM TOP: 95.5
STORM WATER DETENTION WAIVER
BY DON FIENE 07/17/2007
Refer to 05-05-2009 discharge directly into
regional detention facility just West of site
which discharges directly into Puget Sound.
/ 10.00'
100, 102' 104' 106' S89° 51' 53"W 110' 112'
/ 100' DRIVEWAY 30' DRIVEWAY ADU 25' DRIVEWAY
SEWER (10' FROM W) GRADES 96-106 GRADES 106-108 GRADES 103.5-106
6" CLEANOUT AT P/L 11% SLOPE 7% SLOPE 10.5% SLOPE
W/ 12" CAST IRON LAMPHOLE
COVER WITH 1/2" HEXBOLTS
INV 98.00 (102' FROM HOUSE IS 3.4% SLOPE)
PAI
PROPOSED
STRUCTURE
LOT 2
GAS
METER
114' 116'
MINIMUM OF T OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER
DRIVEABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE AREAS.
ALE
1" = 20ft
Thuesen
Custom Homes
514 8th Ave N
Edmonds, WA
425-772-9401
Eric Thuesen
N
LEGAL DESCRIPTION
Section 24 Township 27 Range
03 Quarter NW - LOT 2 OF
CITY OF EDM SP NO S-07-76
REC AFN 201111145006 BEING
A PTN SE1/4 NW1/4
27032400225300
RS-12
112'
RECEIVED
Jan 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
* SFR PROJECT ASBUILT
(BLD017-0545) *
REFER ALSO TO ASBUILT
FOR SHORT PLAT
(PLN2007-0076) AND
LOT 3 (BLD2015-1484)
EDMOND
RS-12
LOT SIZE
12,034 S.F.
BUILDINGS - 2,928 (24.3%)
W.P. DECK - 225 (1.9%)
DRIVE - 15566 (13.0%)
WALK - 254 (2.6%)
TOTAL - 4,973 (41.3%)
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11-26-2016
REVISED
12-23-2021
DRAINAGE
UTILITY
AND
FINAL
GRADING