APPROVED ENG-SITE DEVELOPMENT PLAN-REVISION 1-122721PIPE USE SIZE AND MATERIAL
EDMONDS ZONING RS-12
WATER - 1 1/2" 20OPSI POLY
25MAX 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%)
ELEVATION EXCEEDS
WALK - 254 (2.6%)
5', TYPE II MANHOLE
TOTAL - 4,973 (41.3%)
WILL BE REQUIRED.
EXISTING WATER
METER STUB FOR
LOT 2
24' UTILITY EASEMENT
THROUGH LOT 3 TO
PROPERTY LINE OF LOT 2
00
1 1/2" WATER SUPPLY
CABLE/DATA
MIN 1.5' FROM
ELECTRICAL
MIN 3' FROM G'
STORM LINE CB1 - DIVER=
1" WATER METER IN CITY R.O.W. WITH" /
METER ATTACHED TO PROPERTY LINE If
LINE TO HOUSE TO BE
200 PSI POLY WITH
TRACER WIRE
* STORM WATER TIGHT LINE AND FOOTING
DRAINS DIRECTED TO STORM WATER STUB
FOR LOT 3 INSTEAD OF ACROSS LOT 2.
CB #4 0
INV 100.0' r,
RIM 103.0' SILT FENCE
------TO YARD DRAIN 3 ON 3
CB YARD DRAIN
INV 102.5
TOP 103.5
ELEC.
METER
SCO
6" CLEANOUT BETWEEN BENDS
Mh _
SIDE SEWER
20'�6"SS STUB
° / �. `
-
/ /
d ° PA7
S=1 00%
, �
FILTRATION SOCK ON
INV=98.76 /
SD EX CB #2
TOP 101.9'
INV 98.00-�,
TORM LINE CB1 -
T PRIVATE INGRESS, EGRESS &
FTILITY EASEMENT THROUGH
OT 3 PER SHORT PLAT
.FN 201111145006
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.
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
22'-0"
d ° _
4 / °
14.301� ° / / PROPOSED
1 51' S3" E wti4" GARAGE
V / °/
oaeacE slag
d Inaw•
.......................... ........
OWL(NECR2 w i d SSCO CB#3 /
12' WIDE PAVER �i "5-108' TYPE 1
DRIVEWAY d 110.5 TOP
106.5 INV //
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)
114'
MINIMUM OF T OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER
DRIVEABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE AREAS.
MAXIMUM DRIVEWAY SLOPE
ALLOWED 14%
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
SCALE
1 " = 20ft
Thuesen
Custom Homes
514 8th Ave N
Edmonds, WA
425-772-9401
Eric Thuesen
102' 94.19' 104' 106' 108' 110'
r.
112'
O
114'
PROPOSED / 41 c:
STRUCTURE //i 116'
/ A,
X
if1
ti
GAS /
/ METER / /
7--
J /
116'
LOT 2 OF 3-LOT SHORT PLAT
FREVISION 1 -
ROVEMENTSFOR
TURE ADU
REFER ALSO TO SEPARATE SITE
PLAN
ENGINEERING DIVISION
APPROVED AS NOTED
1 /07/2022
UTILITY WORK AND DRIVEWAY SLOPES
RELATED TO CONSTRUCTION OF
FUTURE ADU.
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 SEl/4 NWl/4
z�xM11l1 i1T1�
RS-12
EDMOND
RS-12
LOT SIZE
12,034 S.F.
REVISION
Jan 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RESUB
Jan 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BUILDINGS - 2,928 (24.3%)
W.P. DECK - 225 (1.9%)
DRIVE - I,566 (13.0%)
WALK - 254 (2.6%)
TOTAL - 41973 (41.3%)
W
O----II
7J
O
C/� w
V �
W �
W �
00
H Lr)
11-26-2016
REVISED
12-23-2021
DRAINAGE
UTILITY
AND
FINAL
GRADING