APPROVED PLN ENG SITE PLAN-REVISION 1FILTER FABRIC
SECURED TO 2" X 2"
14 GA. WIRE FABRIC
EQUAL 2" X 2" WOOD OR
EQUIVALENT
'ME I MENCH AND ON BK
FILTER FABRIC FENCE 0
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
WIRE MESH SUPPORT FENCE
TO SUPPORT FILTER FABRIC.
BURY BOTTOM OF FILTER
fATERIAL 8" TO 12"
6' MAX.
2" X 2" WOOD POSTS OR
EQUIVALENT
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
CITY OF EDMONDS
APPAOVEDEY DATE
ILTER FABRIC FENCE FILTRATION SYSTEMS
189 q0 DATE 7/24101 $GALE NT3 DWGNO.
INSTALL AND MAINTAIN ALL
TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF
EDMONDS STANDARD DETAILS,
AND ALL OTHER MEASURES
THAT MAY BE REQUIRED
DURING CONSTRUCTION
N
00
SD EX CB #1
TOP 94.95'
INV 87.80'
CRUSHED ROCK
CONSTRUCTION ENTRANCE
SEE EDMONDS DETAIL E1.2
FEI
IIIII
SS MANHOLE #2
DATUM PT
RIM TOP
95.5
ON 8th Ave
94.0 TW
94.0 EG+/-
gO�
EDMONDS ZONING RS-12 FILTER FENCE BETWEEN LOTS
25' MAX HEIGHT 2 AND 3 TO BE INSTALLED AFTER
FINAL GRADING AND STORM 94.19'
35% MAX IMPERVIOUS DRAINAGE IS COMPLETE.
SEE EDMONDS DETAIL E1.1 ❑ c qb g� N90°E tio5
LOT SIZE: 12,034 S.F. Io; A
IMPERVIOUS ° 1
BUILDINGS - 2,928 (24.3%) / O'
W.P. DECK - 225 (1.9%)
DRIVE - 1,566 (13.0%) FILTRATION SOCK ON
WALK - 254 (2.6%) CB ON LOT 3
TOTAL - 4,973 (41.3%) INV 92.75'
RIM 95.25' 49'
" ~ 4 �-
FILTRATION SOCKS ON PROPOSED
ANY DOWNSTREAM CATCH BASINS. ti 40� STRUCTURE B
SEE EDMONDS DETAIL E1.3 ,�~ 4� d
�MM Jp,O JpF _.
COVER SOIL STOCK
PILE WITHIN 24 HOURS
24' UTILITY EASEMENT D
THROUGH LOT 3 TO / D.E. 107'
FILTRATION SOCK ON PROPERTY LINE OF LOT 2 / TURN °
SD EX CB #2 AROUND
TOP 101.9'
SOIL / AREA , 8
INV 98.00' STOCK ° 22'-0' �
PILE
14.30'
N89 51' 53" E °
V
❑
---
PRIVATE INGRESS & EGRESS n w as c� ° TURN
6EMENT THROUGH LOT 3 PER ° o 1 ° �' o ® o �' a °° ° AROUND
N p c w c ° AREA
[ORT PLAT EXTENDED INTO LOT 2 °a °
;N 201111145006
96'-9" DRIVEWAY
100.0 TW EXISTING 102.0 TW 107.5+/- TW ELEVATIONS
96.0 TW 97.0 EG +/- ASPHALT 101.0 EG+/- 105.0 EG
94.0 EG +/- BEGIN WEST WALL BEGIN EAST WALL
98.0 TW EXISTING 107.0 +/- FG
94.7 EG +/- RETAINING 105.0 EG
WALL END WEST WALL
ALL DISTURBED
SOILS TO
BE COMPOST
AMENDED
PER BMP T5.13
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
25' NWIg19ALLS
2-4" MIN DIA
12" MIN. DEPTH
PROVIDE FULL WIDTH OF INGRESS/
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD.
REVISION RESUB
MEASURES EGIN.
OF EDMONDS -TT" C
DEVELOPMENT SERVICES DEVELOPMENT SERVICES
DEPARTMENT DEPARTMENT
CITY OF EDMONDS
PPeOVED BY
D.GEBERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE
18 - DATE 7/24/01 SCALE NTS DWGNO.
PROPOSED
GARAGE
110.00'
S I9° 51' 53"W
113+/- TW EG
108.0 FG
115.0 TW EG+/-
109.0 FG
00000�
O
\o �i
a° PATIO
EG: 121
121.0 TW EG+/- FG: 114
112.0 FG TW:120
EXISTING
RETAINING
WALL
121.0 EG+/-
112.0 FG
122.0 EG +/-
112.0 FG
REVISION 1 -
IMPROVEMENTS FOR
FUTURE ADU
GRATE
CB
OVER FLOW HOLES 1
THIS APPLICATION SHALL
BEMAINTAINED AT ALL TIMESDURING
CONSTRUCTION PERIOD.
SEDIMENT SHALL BE REMOVED ONA
REGULAR BASIS TO
MAINTAINFILTRATION EFFECTIVENESS.
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN.
CITY OF EDMONDS
--DEtEVISIONS - STANDARD DETAIL
D. GEBERT 10/06/03 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS
D. GEBERT 05/19/05
189 99p D. GEBERT 05/05/06 DATE 7/24/01 SCALE NTS DWGNO.
R. ENGLISH 11/01/13 I •s
APPROVED BY PLANNING
May 26 2020
EG:130 A:97.2
FG: 119 B: 118.75
TW:125 C: 117.5
D: 98.25
431.7 / 4 = 107.93 = AVG GRADE
132.93 MAX RIDGE
PROPOSED RIDGE AT 130.75
SLAB AT 103
27.75 RIDGE ABOVE SLAB
ENGINEERING DIVISION
APPROVED AS NOTED
1 /07/2022
SEE SEPARATE CIVIL DEVELOPMENT
PLAN FOR UTILITY WORK AND
DRIVEWAY SLOPES RELATED TO
CONSTRUCTION OF FUTURE ADU
Thuesen
Custom Homes
514 8th Ave N
Edmonds, WA
425-772-9401
Eric Thuesen
LEGAL DESCRIPTION
Section 24 Township 27 Range
03 Quarter NW - LOT 3 OF
CITY OF EDM SP NO S-07-76
REC AFN 201111145006 BEING
A PTN SE1/4 NW1/4
W1119 ► -
RS-12
11-26-2016
REVISED
05-03-2020
SITE / PLOT
TESC, EXIST.
GRADES