APPROVED ENG PLN RESUB1 BLD2023-0171+Site_Plan+3.29.2023_11.14.25_AM+34506982" x 2" WOOD/STEEL
LEGEND & NOTES
PROJECT INFORMATION
_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 ATE 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
STABILIZED CONSTRUCTION JANUARY 2018
CITY OF EDMONDS ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS t . 189� APPROVED BY: R. ENGLISH E R — 9 01
City
Of Edmonds
Building Department
Work
DEMO SFR & SHEDS
Address
---------------------
21019 74TH AVE W
Owner
-----------------------------------------
AVID LANDSCAPING
--------------------
Approved Date'
Building Official
Permit Number
BLD2023-0171
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL J I 8"
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS ,
WIRE MESH FENCE
TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
6' MAX
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
r� PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs t _ 189(j APPROVED BY: R. ENGLISH E R — 9 00
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
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
T,� PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
FSt. ls9c) APPROVED BY: R. ENGLISH ER-902
NO WORK PERMITTED IN THE CITY
RIGHT-OF-WAY. ALL STAGING, EQUIPMENT,
MATERIALS, ETC. SHALL BE LOCATED ON
PRIVATE PROPERTY.
APPROVED BY PLANNING
Mar 31 2023
CONTOUR LINE
(TYP)
ANGLE TERMINAL
END UPHILL 24" TO 48"
JP�\�
TO PREVENT FLOW
AROUND WATTLE (TYP)
2'k2"x24" UN -TREATED
G�x\
WOODEN STAKE (TYP)
WATTLE
3" MIN
\ry
N
1`L�F�Qi TRENCH,
SEE NOTE 2
4" MAX
O
STAGGER
O�� G,
2" MIN
5" MAX.
OVERLAPS
(TYP)
�6
.
2"x2"x24" UN -TREATED
iv
--A9 WOODEN STAKE (TYP)
PLAN VIEW
AREA AVAILABLE FOR SPACING VARIES
SEDIMENT TRAPPING SEE WATTLE SPACING
(TYP) TABLE (TYP)
WATTLE (TYP)
SEE DETAIL
SECTION A —A W
WATTLE INSTALLATION ON SLOPES
8" DIAMETER
MIN
WATTLE DETAIL
8" DIAMETER
SPACING
WATTLE
TABLE
SLOPE
MAXIMUM SPACING
1 H:1 V
10'-0"
2H:1 V
20'-0"
3H:1 V
30'-0"
4H:1 V
40'-0"
>4H:1V
ONE RUN ONLY
NOTES:
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10).
3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
UNDERCUTTING.
4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE.
REVISION DATE
CITY OF EDMONDS JANUARY 2018
WATTLE INSTALLATION
P� PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS} 1g9APPROVED BY: R. ENGLISH ER-903
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
NOTE: INSTALL AND MAINTAIN
ALL TESC MEASURES
ACCORDING TO APPROVED
PLANS CiTY OF EDMONDS
27F TREE DIAMETER, SPECIES, AND TAG
O [25] PER ARDORiST'S REPORT BY ARDOR
INFO LLC, DATED 1/10/23
SEE #BLD2022-0670 BUILDING
PERMIT SET (7328 210TH ST SW)
FOR COMPLETE TREE RETENTION
AND PROTECTION NOTES FOR BOTH
210TH ST SW AND 74TH AVE W LOTS
NO TREES ON 74TH AVE W
PROPERTY SHALL BE REMOVED
EROSION CONTROL FENCING (FILTER
FENCING OR WATTLES AS REQURiED
BY CiTY OF EDMONDS)
SEE DETAILS THiS SHEET
TREE PROTECTION FENCING AS
REQURiED BY CiTY OF EDMONDS TO
BE PROVIDED AT DRiP LiNE OR
GREATEST EXTENT P05518LE
OUTSIDE AREA OF WORK
- — — 400 — — - CONTOUR LINES PER SURVEY
EXISTING STRUCTURE TO BE
DEMOLISHED, WiTH AREA SHOWN
11 1005 ft (DEMO SHALL INCLUDE ROOF,
L _______________ WALLS, FLOORING, AND
FOUNDATION/5LABS U.N.O.)
--------------
EXISTING FLATWORK TO BE
DEMOLISHED
NOTES:
1. *SEE SEPARATE BUILDING PERMIT APPLICATIONS
FOR THiS AND ADJACENT PROPERTY, 7328 210TH ST. SW
(#BLD2022-0670) FOR PROPOSED FRONTAGE
IMPROVEMENTS ALONG R.O.W. OF BOTH PROPERTIES PER
CiTY OF EDMONDS CiTY CODE SEC.16.60.020.C. DEMO
SHOWN ON THiS PLAN OF ITEMS WiTHiN R.O.W.15 iN
PREPARATION OF THESE iMPROVMENTS AND 15 PART OF THE
OVERALL JOINT SCOPE OF WORK FOR THESE TWO LOTS.
2. TEMPORARY EROSION CONTROL MEASURES AND TREE
PROTECTION MEASURES MUST BE iN PLACE AND APPROVED
DY CiTY OF EDMONDS PRIOR TO ANY DEMOLITION AND EARTH
DISTURBANCE.
3. NO SEDIMENT SHALL DE TRACKED ONTO PAVED
STREET OR ROADWAYS. iN THE EVENT OF SEDIMENT
TRACKING ONTO PAVEMENT, THE CONTRACTOR SHALL
IMPLEMENT MEASURES IMMEDIATELY TO CORRECT THE
SITUATION. THE CONTRACTOR SHALL EMPLOY EMERGENCY
MEASURES TO REMOVE SEDIMENT FROM PAVED SURFACES,
AS NECESSARY. STREET SWEEPING SHALL BE CONSIDERED
AN EMERGENCY MEASURE.
4. CONTRACTOR TO VERIFY LOCATION OF ALL EX15TiNG
UTILITIES PRiOR TO DEMOLITION START.
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
PROJECT OWNER:
WiLL BAILEY AND ROD DOYKER
7328 210TH ST SW/21019 74TH AVE W
EDMONDS WA 98026
PRiCiPAL ARCHITECT:
HEiDi HELGESON
PROJECT ARCHITECT:
SARAH THOMPSON
H2D ARCHITECTURE + DESIGN
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
GEOTECHNiCAL
JOHNNY CHEN
ENGINEER:
PANGEO
3213 EASTLAKE AVE E, SUITE D
SEATTLE, WA 98102
425-205-8633
CIViL ENGINEER:
JARED UNDERDRiNK
CG ENGINEERING
250 4TH AVE 5, #200
EDMONDS, WA 98020
425-778-8500
PROJECT DESCRIPTION:
DEMO EXISTING STRUCTURES, FLATWORK, AND UTILITIES
ON SiTE 1N PREPARATION FOR CHANGE OF USE TO
STORAGE & PARKING AREA UNDER SEPARATE PERMIT
(SECONDARY USE TO ADJACENT PROPERTY TO NORTH -
7328 210TH 5T. 5W; SEE 13UiLPING PERMIT
#13LD2022-0670)
PROJECT ADDRESS: 21019 74TH AVE W
TAX LOT NUMBER: 00566900500901
LEGAL DESCRIPTION: FOR PARCEL NO.00566900500901
(PER DEED OF TRUST RECORDING# 200303201357)
THE WEST 120 FEET OF THE NORTH HALF OF LOT(5) 9,
DLOCK 5, SEATTLE HEIGHTS DIVISION 4, ACCORDING TO
THE FLAT THEREOF RECORDED iN VOLUME 9 OF PLATS,
PAGE(S)11, RECORDS OF SNOHOMiSH COUNTY,
WASHiNGTON.
ASSOCIATED 13UiLPING
PERMIT: #13LD2022-0670
LAND USE CODE COMPLIANCE STATISTICS
ZONE: CG
REQ'D SETBACKS: STREET SET13ACK: 10'-0"
REAR/SIDE SETDACK: 0'-0" FOR P.L. A13UTTiNG
CG ZONED PROPERTIES
OCCUPANCY: GROUP R
EXISTING 13UiLPING
CONSTRUCTION TYPE: EXISTING S.F.R.: TYPE VD NON -SPRINKLED
r'
I
0I CONSTRUCTION EX GRAVEL i EX CURB_
— EX CURB
Cf)I "' I EX WOOD FENCE DEMO AND CAP FiR14 0 19" I I I — — — _ —0 5 FiR a
/ �• TO REMAIN GAS UTILITY FiR [6�49] N 891825 E 60_02
I DEMO EX I —•—. — — — — — — �• �.
FENCING *— p11011
WITHIN ASH 46 6
I /
R.O.W., TYP. i v_ [8] G — — — — — 3,--- i / iEMAIN
WOOD 1
--- G + �� (� I 1 I \ EX WOOD �� I /
� I ' FENCE TO EX SHED I crl I w / NCE TOCn /TREE PROTECTION i I \REMAIN i DEMO i I
/ FENCING PER CiTY '
/ OF EDMONDS REQ'S , ; i I DURING EX STRUCTURE �� g O I iI I
I I I I , DEMO 1 (118.9 50I ft) it 41 28.4 1 I
/ CUT SEWER UTILITY Cad P.L. � � � sI I FIR [15] I I
------------
I I ; 1 DEMO AND CAP WATER ' �- _ I
CAP W/ TWIST PLUG i ��� ; UTiLiTY Ca) P.L. & INSTALL I \ I I 26" FiR I z
I ; HOSE DiD W/ AVB 9 METER
/ I —=� --- --- - I S�-+---- ' 73'-7 3/4" I I [18] N
\ I SS M I SS I �--T T -- EX REAR YARD 1 I I 10
i EX CURB TO
REMAIN* I II
DEMO EX I/ --
I ROCKERY
AROUND EX
STANDARD DETAILS, AND ALL I
OTHER MEASURES THAT MAY I FOUND IRON PiPE 0.12'E OF LiNE
/ I BE REQUIRED DURING I I & 0.66'N FROM PROP CORNER
EX ASPHALT
1 VERIFY EX. SLAB SLOPES TO DRAIN WATER . (�p
NOTE: ALL TREE PROTECTION AWAY FROM NEiGHDORiNG PROPERTIES, OR 1
DISTURBED AREAS FENCING PER CiTY I RE -SURFACE TO PROVIDE SUCH A SLOPE •CO _
TO BE COMPOST OF EDMONDS REQ'S I \ \ \
AMENDED PER /
2022 SWMMWW � IO
EROSION CONTROL o
BMP T.5.13 �' \
TREE TRUNK* ; ; 1 �:� ;; 1 FENCING (SEE \
36 FiR, I u I (1,076.2 5q ft) DEMO AND DETAILS THiS SHEET) _ _ I
I Cf) DEMO EX ME9
1 i CAP POWER /--------------------
CIL GRAVEL, UTiLiTiY --------------
TYP. \ 14.4"
1FIR
'
DEMO EX.
I
;
---'
I DEMO EX. PAVERS*
i '
h
I
GRAVEL 0
(PAVERS TO REMAIN I II \
/
I a 25-91/'2"
DRIVEWAY
DURING DEMO TO SERVE �
AS TEMP. STAB1LiZEDENTRANCE*
I
I DEMO EX GATE
EX SHEDD
LPEMO
I
— ,
I
P
I
I CONSTRUCTION ENTRANCE) & FENCE ON
WALLS &
I I I
I
FiLTER SOCKS SHALL
BE ADDED TO ANY
I
rjj
can /
; ----
'- ---- -fig-5 T/2n--------x
----
--------------------------Z---- ---_J PROPERTY
------------------ i j
ROOF, CONC. SLAB
1
I
CATCH BASINS
I
/
*
I ASPHALT- T /
�, P
EX FRONT YARD
QD 0
0 1
TO REMAIN
(306.4 5Gl ft)
34 ]
FIR
Q[16]
DOWNSTREAM FROM
7
----1-
-----�T�CK---------
------------------�'
I
THE CONSTRUCTION
SITE PER CITY STD
'D P
;
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,
---------------------�
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=
_ i
PET.ER-902
-- --
-=._._._._.1.��._._._._.�/
N 8901652" E 120 04'
ENGINEERING DIVISION *iF PERMIT #B02023-0312 15 NOT ISSUED PRiOR TO EROSION CONTROL _ _ — — — —FINAL APPROVAL OF
APPROVED AS NOTED GUTTER WIILL BE REPLACED TO FULL HT PER CPERMIT, EITHER T Y EV FENCING (SEE — — — — — _ — — _ — _—
z DETAILS THiS SHT) _
STANDARDS OR AN APPROACH SHALL BE MAINTAINED 0 — p,� __ __ Y
--�' THAT MEETS CiTY STANDARDS AND PREVENTS 0 _ — — = — EX ROCKERY
SEDIMENT RUNOFF FROM THE SITE TO THE CITY R.O.W. w 16 FiRO i — — — — — /
05/05/2023 [10] Ex cuRe
rn 12.4" -
OWNER/CONTRACTOR IS RESPONSIBLE FOR
DEMO PLAN EROSION CONTROL AND DRAINAGE
SCALE: 1" = 10'
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9716 REGISTERED
ARCHITECT
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H I T E C T U R E
+ D E SI G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darc h i tects.c om
DATE: 2/10/2023
REV 1: 3/29/2023
PERMIT SET
DEMO PLAN (21019 74th AVE W
ONLY)
RESUB
Mar 29 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0171
03