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HAUL ROUTE TES CNOTES
CONSTRUCTION DEBRIS WILL BE TAKEN TO THE SOUTHWEST
RECYCLING & TRANSFER STATION LOCATED AT 21311 61 ST
PL W, MOUNTLAKE TERRACE, WA 98043
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
P
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
to
\- 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.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
ER-900
I
Lynnwood �--�-- -- -- —b- -- --� '
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pBECK LANE LALLEYY
„
SD SD SD sD8CONE
- CONSTRUCTION ' PROPO ; 4a (' -
ENTRANCE PARKI .___,------- This area shall match
c berL'ake SEE DETAIL �-0000 I TOCKPILE TO i the surface material
❑ ----
7 a ER-901 - -1 COVERED WITHIN of the alley (asphalt
C THIS SHEET I 1 ; 24 HOURS or gravel) where
st 1 I I vehicles will be
I r'-----T---rr- / driving onto the
C� FILTER FENCE n PROPOSED ADU I - subject site from the
�o SEE DETAIL I alley.
o I / I
The proposed haul THIS SHEET
route will not work. o I J
Go down Walnut to0 0� o F
5th to SR-104. No--�-
truck and trailer / 1
` permitted. ______� _ SEE unUTY
I
I0 0 NOTE �� � I r------J----
ORANGE PROTECTIVE�-
o� BARRIER FENCE EXISTING MAIN
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'L------� � /- I HOUSE
iEX. HOUSE#629�
i 08�,-- I I " 114 EX. HOUSE11639�--�-
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— —PORCH — — I I' =� --� --�
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WA ER 1 L------ J
1. STOCKPILE AS SHOWN ON PLAN MUST BE COVERED
WITHIN 24 HOURS.
2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER
2014 SWMMPP BMP T.5.13
3. 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.
4. CATCH BASIN FILTER SOCKS WILL BE INSTALLED TO ANY
CATCH BASIN WITHIN 500 FEET DOWNSTREAM OF
PROJECT PER DETAIL ER-902 SHOWN ON THIS SHEET.
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JCMFIF
VICINITY MAP
1 " = 2,000'
PROJECT DATA
--� ° ME ER ' i-- /
PROPERTY OWNER/APPLICANTS:
BARBARA TOLLEFSON
60.00' / 633 WALNUT ST
OVERHEAD POWER -��2 I /' EDMONDS, WA 98020
— P P P P P �- P P r P P _ P w w �''
p CqW LINE o PROJECT CONTACT PLAN PREPARER:
. d / � 0 8"-E-1!W TER MAIN / PUGET SOUND PLANNING, LLC
w �-� � w w w w� w� w w,, w
W_ ATTN: LEE A. MICHAELIS, AICP
8" CONC. SEWER MAIN a- 'ss ss / Ss— ss 5005 200TH ST SW, UNIT 101- B
_ SS SS SS SS SS
wALNUTST. - - LYNNWOOD, WA 98036
(425) 830-1046
SD SD sot COso.�sD / w % LEE. MICHAELIS@PUGETSOUNDPLANNING.COM
O scow
ENGINEERING DIVISION SITE DATA
P F
UTILITY NOTE
1. PROPOSED ADU SIDE SEWER TO CONNECTED TO
EXISTING HOUSE GRINDER PUMP.
PLUMBER TO VERIFY EXISTING GRINDER PUMP'
WILL MEET TH EINCREASED DEMANDS OF THE
ADDITIONAL FIXTURES.
................................................
_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.
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 2018
ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R - 9 01
`St. 18y„
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.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
APPROVED AS NOTED SITE ADDRESS: 633 WALNUT ST
PARCEL NUMBER:00 4342 094 029 00
12/17/2021 TOTAL LOT AREA: 6.600 SF (0.15 AC)
***See Site Plan, Sheet AO in the ZONING: RS-6
Architectural Plan for additional BUILDING SETBACK LINES (BSBL):
engineering comments. STREET: 20 FEET
SIDE: 5 FEET
No stormwater management system REAR: 15 FEET
required at this time. If new and/or MAXIMUM BUILDING HEIGHT: 25'
replaced impervious surface equals MAXIMUM COVERAGE: 35 PERCENT
2000sgft or greater than a stormwater
management system will be required per PROPOSED ACCESSORY DWELLING UNIT
City codes and standards. *** MAIN FLOOR (INSIDE EXTERIOR WALLS): 798.0 SF
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
vnivi i unJIN
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.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-902
COVERED PORCH:
84.5
SF
REPLACE EXISTING HOUSE DECK:
149.0
SF
LEGAL DESCRIPTION
LOTS 29 AND 30, BLOCK 94, CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN
VOLUME
2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH
COUNTY,
WASHINGTON
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
STRUCTURAL LOT COVERAGE
LOT AREA:
6,600
SF
EXISTING HOUSE FOOTPRINT:
864
SF
EXISTING FRONT PORCH:
140
SF
PROPOSED ADU:
858
SF
PROPOSED BREEZEWAY:
52
SF
PROPOSED DECK:
149
SF
TOTAL LOT COVERAGE:
2,063
SF
31.3%
IMPERVIOUS SURFACE CALCULATIONS
LOT AREA:
6,600
SF
EXISTING HOUSE ROOFTOP:
1,138
SF
EXISTING FRONT WALKWAY:
39
SF
EXISTING STORAGE SHED:
231
SF
EXISTING REAR DECK:
50
SF
EXISTING REAR CONCRETE WALKWAY/PATIO:
390
SF
TOTAL EXISTING:
1,851
SF
REMOVE EXISTING STORAGE SHED:
231
SF
REMOVE EXISTING REAR DECK:
50
SF
REMOVE REAR CONCRETE WALKWAY/PATIO:
390
SF
TOTAL REMOVED:
-671
SF
PROPOSED
ADU ROOFTOP:
1,162
SF
PROPOSED
DECK
149
SF
PROPOSED
CONCRETE DRIVEWAY:
606
SF
PROPOSED
UNCOVERED CONCRETE PATIO:
60
SF
TOTAL PROPOSED:
1,977
SF
TOTAL NEW IMPERVIOUS SURFACE: 1,977 SF
SCALE 1" = 20'
0' 20' 30, 40' 60'
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DRAWN DATE:
11/29/2021
DRAWN BY:
LAM
CHECKED BY:
TL
PSP PROJECT NO.
2021-31
SHEET NAME
CIVIL
P LAN
SHEET NUMBER
C I
—
PRINT DATE: 11/29/2021