APPROVED ENG PLN RESUB 1-BLD2024-0267+Site_Plan+4.19.2024_2.35.51_PM+4208326a
NOTES
1. HEAVY MACHINERY TO BE OPER.
OF FUTURE DISPERSION AREA D
DEMOLITION.
2. INSTALL AND MAINTAIN ALL TES
ACCORDING TO APPROVED PLAN
EDMONDS STANDARD DETAILS, A
OTHER MEASURES THAT MAY BE
DURING CONSTRUCTION.
I3. ALL DISTURBED AREAS TO BE C
AMENDED PER 2022 SWMMWW B
4. CUT AND CAP SANITARY SIDE S
MINIMUM OF 20 FEET FROM EXIT
PROPOSED FOUNDATION. 20 FEE
PROPOSED FOUNDATION CALLED
PLAN.
5. EXISTING WATER SERVICE TO BE
DISCONNECTED AT THE METER. I
BIB WITH AN AVB TO BE USED FOR ONSITE
WATER DURING CONSTRUCTION.
6. ANY DAMAGE TO ROAD OR FRONTAGE
IMPROVEMENTS SHALL BE RESTORED TO CITY
STANDARDS AS DETERMINED BY THE CITY
ENGINEERING INSPECTOR.
I7. TREE TO BE REMOVED PER ECDC
23.10.050(C) AND REPLACED PER
BLD2023-1355.
KSON H�!._!�E DE', 0� T 0 \
A PORTION OF THE NW 4 OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
1 I V .j I /-\ L L_ .J I \IJ I S M
PER EDMONDS
QIT�:- F)ATA
LEGAL DESCRIPTION
TPN 27041900202900 (FULKERSON)
PER CHICAGO TITLE INSURANCE COMPANY OF WASHINGTON COMMITMENT NO. 500143972
COMMITMENT DATE MAY 29, 2023.
THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4, EAST, W.M.,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.;
THENCE SOUTH 89' 04'20" WEST 333.60 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION;
THENCE NORTH 1° 32'20" WEST FOR 188 FEET;
THENCE SOUTH 890 04'20" WEST FOR 80 FEET;
THENCE SOUTH 5' 00'20" WEST FOR 189.3 FEET, MORE OR LESS, TO SOUTH LINE OF SAID NORTHEAST
QUARTER OF THE NORTHWEST QUARTER;
THENCE NORTH 89' 04'20" EAST TO THE POINT OF BEGINNING;
EXCEPT THE SOUTH 20 FEET THEREOF FOR ROAD.
(ALSO KNOWN AS A PORTION OF TRACT 40, MAPLEWOOD GARDENS, ACCORDING TO THE UNRECORDED
PLAT THEREOF).
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL NUMBER:
ADDRESS:
LOT AREA:
27041900202900
8503 200TH ST SW
EDMONDS, WA 98026
15,056 SF
OWNER/APPLICANT: SIGNATURE HOMES BY VL, LLC
19020 33RD AVE W, SUITE 450
LYNNWOOD, WA 98036
ATN: AUSTIN ANDERSON
CIVIL ENGINEER: VILLAGE LIFE, INC
19020 33RD AVE W SUITE 450
LYNNWOOD, WA 98036
ATN: LUCAS KRAGT, PE
SURVEYOR: HARMSEN, LLC
2822 COLBY AVE, SUITE 300
EVERETT, WA 98201
UTILITY PURVEYORS
SEWER: CITY OF EDMONDS
WATER: CITY OF EDMONDS
POWER: SNOHOMISH COUNTY PUD NO. 1
GAS: PUGET SOUND ENERGY
City Of Edmonds
Building Department
Work :
DEMO SFR AND 3 STRUCTURES
Address �
:...........................
8503 200TH ST SW
Owner �
VILLAGE LIFE LLC
Approved
Date
Building Official
Permit Number BLD2024-0267
DRAIN INLET PROTECTION
STANDARD DETAIL ER-902
APPROVED
DRAWING INDEX CITY
1. DEMO PLAN
2. DEMO NOTES AND DETAILS DATE:
RESUB
Apr 19 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOR CONSTRUCTION
OF EDMONDS
ENGINEERING DIVISION
APPROVED AS NOTED
J7
Z
O
n
(n CY
U
z cn
o w
0
w
5-
ni
914
09
z
0
LL-
SCALE: 1 " = 20'
z
0
0
W
u
OPEONRAD
�� DE WAS,y��
Q
21036442
AL
04/19/2024
LCK
'T�e"»"5/31 /2024
CITY ENGINEERING DIVISION
DEMO PLAN
1 OF 2
N
a
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0,
NATIVE BACKFILL MATERIAL
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS 1
WIRE MESH FENCE
TO SUPPORT FILTER FA
�I FABRIC
N
1 I `BURY BOTTOM OF FILTER
04
101 MATERIAL 8" TO 12"
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
7n PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fsf, 18g13 r APPROVED BY: R. ENGLISH ER-900
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
_ REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
Fsf 189� APPROVED BY: R. ENGLISH ER-902
KER�-��� H��'�!_J�_>E DEv0� T 0�
A PORTION OF THE NW 4 OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
_LS
A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O2 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.
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 INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 20111
ENTRANCE
E
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R — 9 01
CONSTRUCTION SEQUENCE NOTES
1. SCHEDULE A PRE -CON THROUGH MYBUILDINGPERMIT.COM AND
EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV 2 DAYS IN
ADVANCE OF DATE REQUESTED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE
PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION
OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY THE CITY
OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY
SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN
PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE
CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES
AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT
VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES.
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE
FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND
REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL
SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING,
OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION
CONTROL NOTES BELOW.
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING
FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PER CITY
OF EDMONDS STANDARD DETAIL SD-642 PRIOR TO
REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED
UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY
INSPECTOR.
F■
z
O
0-
U) ICY
U
z cn
O LLJ
LLJ
W
Q
0
z
W
u�
S
SCALE: 1 " = 20'
z
ESUB
Apr 19 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES C'ONRAD
DEPARTMENT GPCD
WAS,�,��c��
J y
21036442
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
NAL
04/19/2024 1 LCK
R
No
1 1 CITY ENGINEERING DIVISION
DEMO NOTES
AND DETAILS
2 OF 2