APPROVED RESUB 2 BLD2022-1081+TESC_Plan+12.6.2022_10.32.03_AM+3254180EXT. 6' SAN. SEWER
EASEMENT
I (A.F. O.2221358)
IN I CAUTION:
SEWER LINE REFER TO SETTING OUT OF SETBACK
I SEWER PERMIT DATED LINE FROM PROPERTY LINE
_ N �� o 10/29/1971 (SEE 2/A0.0) SURVEYOR
BE PROPERTYBY
10r 31'r W 139 89' I I PROPERTY LINE RESOURCE
�— Demo (E) tree FROM: PLATMAP DATED
° 10' I
X — �— _FENCE N 88 31' W 20.06'
_ Demo (E) tree — /� —
SS C.O. TO GRADE, FIELD T
— � _ / I _
\ VERIFY EXACT LOCATIO / / j PROPERTY LINE
TREE PROTECTION FENCE---,,/ ( I I"'� I ( I
SETBACK B I
I _
I
\ A
ROOF LINE —/ — \ (I)I')Garage\ \ � / I I 5-19-88
extension on � I
/ I BCD LINE \ / existing garage
1—' 190SF I
Demo (E) tree I I \
/ SILT FENCE (TYP. 1 \\
/ (N) Kitchen
1 extension on KE)
deck UNDERGROUND ELECTRIC LINE
/ 1 493 SF / �LFLGWIGC12AN&I
Demo (E) tree I I I o
(N) basement I
o I extension 190 SF —
I
LIMITS OF DISTURBANCE--A-1 W
(TYP.) I I 0- 0
(E) Concrete pavement PROPERTY PARCELor N
remain untouched CD
# 00513100012222 I z _D
\ 7527 172nd St SW, I w co
J Edmonds, WA 98026-5123 I I (E) Concrete driveway CD
/ \ remain untouched Q 0
ao \ NET SITE AREA: 20,039 SF I STABILIZED CONSTRUCTION
Ch / ENTRANCE (COORDINATE WITH
r I 77 \ PROPERTY LINE RESOURCE I CITY INSPECTOR TO USE EX.
FROM: PLATMAP DATED 1 PAVEMENT)
LJJ I \ 5-19-88
(E)ILevel 1 (E) Building remain untouched I V
I —peck_ Basement: 1,900 SF
LO
I 1b2 SF Level 1: 1,779 SF I i I .0
80 Garage: 496 SF
0 Total (E) GFA: 4,175 SF I I
z I 1 I I o
I I I 80
C
I I V
I
I CV
I z
I
° I I G II I
\ _ I L---------- — — — — — -
(E) Concrete driveway
remain untouched I I
(E) Softscape and _ WATERLINE \ "ESTIMATED GAS AND
trees to be remained 1 WATER LINE PROVIDED BY
/ \ GAS LINE i BOWNER, VERITY ERV CEL?FIELD
CATOR
D
II I
� I I
I II I
(E) Softscape and \ I I
trees to be remained
I I I N
II I
I D
I
N 880 10' 31 " W 148.68' I I
N 880 10131 " W 20.06'
172 ND S T SW BLOVGOFFS & WATER MAINS
SNOHOMISH COUNTY
o _ /
a — — — — — — — — — — — — — — STORM LINE PER SNOHOMISH COUNTY /
a
CN
c
I
N NO
N_
N
0
N
U
O
L
DATE I BY I APPR
R E V I S 1 0 N
C2MY
C2MY ENGINEERS, LLC
PO BOX 52883
BELLEVUE, WA 98015
(208) 922-9376
a=NnD2myegmWLwn
022
-LS
A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
APPROVED BY
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
*PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
STABILIZED CONSTRUCTION
ENTRANCE
APPROVED BY: R. ENGLISH
ROCK CONSTRUCTION NOT REQUIRED
WHERE EXISTING DRIVEWAY WILL BE USED.
ACCESS TO ADJACENT PROPERTY TO
NORTH SHALL REMAIN OPEN UNLESS
OTHERWISE COORDINATED WITH
PROPERTY OWNER.
Know what's below.
Call before you dig.
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-901
CONSTRUCTION SEQUENCE:
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
cV
NATIVE BACKFILL MATERIAL
51
0
I
(V
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
• iii■■irVIRE MESA FIERCE
TO SUPPORT
FTTT■■F FABRIC
\%//'r
jv�v�v�v�\j%�vjlo
BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
Sf. 18y�'
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
1. SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF
EDMONDS SITE INSPECTOR.
2. FLAG LIMITS OF CLEARING & GRADING.
3. INSTALL TREE PROTECTION FENCE.
4. INSTALL INITIAL TESC BMP'S.
5. DEMOLITION & REMOVE EXISTING STRUCTURES DESIGNATED TO BE DEMO.
6. CLEAR & GRUB SITE.
7. CONSTRUCT SITE WALL AND BUILDING ADDITION.
8. FINE GRADE SITE
9. HYDROSEED REMAINING EXPOSED SOILS AND COVER AS APPROPRIATE WITH
STRAW OR EC NET.
10. REMOVE TESC BMP'S UPON APPROVAL OF THE CITY OF EDMONDS SITE
INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY: R. ENGLISH
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ENGINEERING DIVISION
APPROVED AS NOTED
,ITie—>,/-%112512023
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-900
NOTES:
1. SEE ARCHITECTURE SITE PLAN FOR EXISTING SITE DEMOLITION
AND OTHER INFORMATION NOT SHOWN ON THIS SHEET.
TESC LEGEND:
STABILIZED
CONSTRUCTION ENTRANCE
—X—X— SILT FENCE/CLEARING LIMITS
CLEARING LIMITS
PROPOSED BUILDING ADDITION
OUTLINE
GRAPHIC SCALE X EX TREE TO BE REMOVED
10' 0 5' 10' 20' 40'
( IN FEET )
nch = 10'
CIVIC 10-24-2022
DESIGNED BY DATE SINGLE-FAMILY RESIDENCE ADDITION
HP 10-24-2022
DRAWN BY DATE 7527 172ND ST SW, EDMONDS, WA 98026
CIVIC 10-24-2022
CHECKED BY DATE
BLD2022-1081 RES U B
Dec 06 2022
CITY OF EDMONDS
TESC PLAN DEVELOPMENT SERVCES
DEPARTMENT
SEC 8 TWP 27 N RGE 4 E I SHEET 1 OF 1