ENG2024-0258+Site_Plan+5.24.2024_10.16.29_AM+4280820SITE PLAN
SCALE 199 - 10'
0' 10' 20' 30'
2• x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" c 2" 14 GA
WIRE FABRIC EQUAL
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
n
rWIRE MESH FENCE
TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
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
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fst, 1590 APPROVED BY: R. ENGLISH ER-900
25' MIN RADIUS
QUARRY SPALLS
�1 2-4 MIN DIA
J� 12" MIN DEPTH
15' MIN
PROVIDE FULL WIDTH
OF INGRESS/EGRESS
DETAIL NOTES:
1O 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
S1ZE
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
\`st. 1890 APPROVED BY: R. ENGLISH ER-901
SIN
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. CIIY 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
APPROVED BY: R. ENGLISH ER-902
LOT COVERAGE
LOT AREA:
EXISTING HOUSE FOOTPRINT:
EXISTING SHED
PROPOSED NEW ENTRY PORCH:
PROPOSED NEW ADDITIONS:
TOTAL LOT COVERAGE:
REMOVE EXISTING
DRIVEWAY AND
REPLACE WITH
LANDSCAPING.
@ 447 S.F.
IMPERVIOUS SURFACE COVERAGE
9533.6
SF
EXISTING HOUSE
1245
SF
EXISTING BACK PATIO
82
SF
EXISTING SHED
164
SF
EXISTING FRONT PATIO
1421
SF
NEW ADDITION (INCL. ROOF)
NEW DRIVEWAY (CONCRETE)
2912
SF
NEW DRIVEWAY IN R.O.W. (ASPHALT)
30.54%
NEW FRONT PORCH
REPLACED AREA
EXISTING NON -CON FORM ING
IN SETBACK. NO EXTERIOR
CHANGES.
W W-
TOTAL AREA
TOTAL NEW + REPLACED
S89'46'34" E_
102.42
S89 °46'34"E
BUILDING HEIGHT CALCULATIONS
1445
SF
CORNER POINT ELEVATIONS
635
SF
POINT 'A' =
104
SF
POINT 'B' =
407
SF
POINT 'C' =
1265
SF
POINT 'D' =
305
SF
166
SF
31
SF
AVERAGE GRADE: (1320.85 / 4)
229
SF
MAXIMUM HEIGHT ALLOWED (25'):
4587
SF
ACTUAL HEIGHT (NEW ADDITION):
1996
SF
D.P. AT CATCH BASIN IN ROAD
SET AT 324.37'
FND MAG NAIL
CENTER OF
CUL-DE-SAC
WATER METER
TO 21225
NEW ASPHALT
DRIVEWAY
IN R.O.W.
@ 166 S.F.
lO
N
NEW DRIVEWAY
@ 305 S.F.
PROJECT DATA
PROPERTY OWNER/APPLICANTS:
329.45'
STEVEN & JENNIFER MACHUGA
330.10,
21227 96TH AVENUE WEST
330.80'
EDMONDS, WA 98020
330.50'
PH. (206) 265-2562
1320.85'
PROJECT DESIGNER:
330.2 1'
TOM LEREN,
THE LEREN COMPANY INC.
355.21 '
PO BOX 12863
347.17'
MILL CREEK, WA 98082
(206) 954-4145
tom@lerendesign.com
NEW ADDITION INCL. ROOF
z @ 141 S.F.
O
�?--HEAT PUMP.
� <36" HIGH WHEN IN SETBACK.
c�REPLACED AREA INCL. ROOF
(EXISTING HOUSE
01 TO GARAGE) @ 229 S.F.
NEW ADDITION (INCL. ROOF)
@ 1124 S.F.
AREA OF
DISTURBANCE
REMOVE EXISTING
6" TREE
SITE DATA
SITE ADDRESS: 21227 96TH AVENUE WEST
PARCEL NUMBER: 00528100000600
TOTAL LOT AREA: 9,533.6 SF
ZONING: RS-8
BUILDING SETBACK LINES (BSBL):
STREET: 25 FEET
SIDE: 7.5'
REAR: 7.5
MAXIMUM BUILDING HEIGHT: 25'
MAXIMUM COVERAGE: 35 PERCENT
LEGAL DESCRIPTION
LOT 6 OF R.C. MUNGER ADDITION NO. 51 AS
PER PLAT RECORDED IN VOLUME 16 OF PLATS,
PAGE 86, RECORDS OF SNOHOMISH COUNTY
AUDITOR,
SITUATE IN THE COUNTY OF SNOHOMISH,
STATE OF WASHINGTON.
SCOPE OF PORK:
ADDITION AND REMODEL TO EXISTING SINGLE
FAMILY RESIDENCE. RELOCATE DRIVEWAY FOR
NEW GARAGE LOCATION.
All disturbed areas to be compost amended
per 2019 SWMMWW BMP T.5.13.
ALL BUILDING SETBACKS, HEIGHTS, AND
BUILDING LOCATIONS TO BE FIELD VERIFIED BY
CONTRACTOR PRIOR TO CONSTRUCTION TO
ENSURE COMPLIANCE WITH CITY ZONING AND
MUNICIPAL CODES. REVIEW ANY AND ALL
APPROVAL COMMENTS FROM CITY PRIOR TO
START OF WORK.
CONSTRUCTION SEQUENCE NOTES
1.SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING
DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS
REQUIRED.
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 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
TROUGH 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 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.
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PROJECT NO.
231 101
DESIGNED BY
TL
DRAWN BY
TL
CHECKED BY
TL
PERMIT SET
SHEET NO.
Alml
PRINT DATE 5/24/2024 9:59 AM