APPROVED PLN ENG RESUB1 BLD2022-0866+SITE_Plan+9.26.2022_12.10.04_AM+3127666 2A=+100' LINE)
B=+100'
C=+100'
D=+100'
TOTAL 400'/4 O° SLOPE
APPROVED BY PLANNING
Zone RS-8
Corner
N Flag .__N
Setbacks: *
Required
* Actual
Front
25'
E > 25'
;---------;--
Side
7.5 '
N = 8
Side
7.5'
S > 7.5'
Rear
15'
W > 15'
NO
Height
25'
:CHANGE
-Setbacks listed are to proposed addition.
-Eaves may project not more than 30" into
required setback.
-Patio off north side of addition is not part
of this review. Patio setbacks are subject to
ECDC 16.20.040.C.
AMENDED SOILS
SOILS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION SHALL BE
AMENDED PER PIERCE COUNTY STORMWATER MANUAL VOLUME VI
SECTION 3.14, OPTION 1 AND/OR OTHER AMENDMENT OPTIONS UPON
APPROVAL OF SNOHOMISH COUNTY INSPECTOR.
LEGEND
EX PROPERTY BOUNDARY
EX MAJOR CONTOURS
EX MINOR CONTOURS
DEMOLISH CONCRETE
DEMOLISH FEATURE
LIMIT LIMITS OF CONSTRUCTION
SILT / FILTER FABRIC FENCE
Op p p CONSTRUCTION ENTRANCE
INLET PROTECTION
N88°19'30"W
C T TP: D I A nl
DEBI WOLLA
123508 94th AVE. EDMONDS,WA.98020
SCALE: V= 10'-0"
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
ADAPTER SKIRT /_ RETRIEVAL STRAP
GEOTE:
FABRIC
48"
�I
IMPERVIOUS AREA: 3272 S.F. / 8,277 S.F. = 38%
nR T VF,WAY
10RTH
\1
OVERFLOW ( TO BYPASS
PEAK STORM VOLUMES)
SEDIMENT
ACCUMULATION
INI FT PRCITFC1QN NOTE:
FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT AND
CLEANED OR REPLACES WHEN 1/3 FULL.
NTS
ENGINEERING DIVISION
APPROVED.
W�a_b+ 10/28/2022
EXIST
ELECTRICAL
POLE
ALL EXPOSED SURFACES TO o \ I
BE COVERED WITHIN 2 DAYS
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING \
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR EXIST FIRE
EROSION CONTROL AND DRAINAGE HYDRANT ON
94th
FII TFR FABRIC: FENCE NOTES
FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND
STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS.
WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED
WIRE MESH SUPPORT FENCE FOR TOGETHER ONLY AT THE SUPPORT POST, WITH A MINIMUM 6-INCH
FILTER FABRIC OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST.
2. POST SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN
SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES).
3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE
o AND 12 INCHES DEEP ALONG THE LINE OF POST AND UPSLOPE
N GROUND FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH
SURFACE WASHED GRAVEL.
w
4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE
j ��A ���A���A���A/��A���A/��A���A� �A��� MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POST USING A HEAVY-DUTY WIRE STAPLES
AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS.THE WIRE SHALL
BURY BOTTOM OF EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL
FILTER MATERIAL IN NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL
8"x12" TRENCH GROUND SURFACE.
5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR
2"x2" WOOD POSTS. STANDARD OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE
BETTER OR EQUIVALENT EXTENDED TO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE
THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER
WIRE MESH SUPPORT FE%DO
FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
(TO BE LOCATED ON THE DOWNHILL S6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST
THE FILTER FABRSPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE
ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED OR
FILTER FABRIC MATE WIRE DIRECTLY TO THE POST WITH ALL OTHER PROVISIONS OF
o z ABOVE NOTES APPLYING.
iv U) 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE `
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
< 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER
CN o EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
NATIVE OR WASHED GRAVEL BA ILL, 8" MIN 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE
3/4"-3" IN TRENCH CONTOURS.
10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN
100 FEET.
11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR.
BURY BOTTOM OF FILTER MAT IAL 12. INSTALL nrnAiNSI OPE OF EXPOSED AREAS.
IN 8"x12" TRENCH 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES.
NTS
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.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
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
MOTES
1. ENTRANCE LENGTH AND WIDTH MAY VARY DEPENDING ON THE SITE.
2. CONTRACTOR SHALL PROVIDE SUFFICIENT ENTRANCE AREA FOR A MINIMUM OF TWO VEHICLES.
3. GEOTEXTILE MIRAFI 50OX OR APPROVED EQUAL SHALL BE PLACED UNDER THE ENTIRETY OF THE
TEMPORARY ENTRANCE.
4. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF PAD.
4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE'S WHEELS, THE WHEELS SHALL
BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA
COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR
THROUGH A SILT FENCE.
4" QUARRY SPAL
GEOTEXTILE MIRAFI
OR EQUAL
(SEE NOTES)
PROVIDE FULL WIDTH -OF
INGRESS/EGRESS AREA
23508 94th AVE. WEST EDMONDS, WA. 98020
BEDS 3
BATHS 2
SQ. FT. 1,389 S.F.
GROUND FLOOR 1,389 S.F.
STORIES 1
PARKING SPACES 2
LOT SIZE 8,276
STYLE: SINGLE FAMILY RESIDENTIAL
YEAR BUILT 1962
SNOHOMISH COUNTY
APN: 00447500000500
PROPERTY DETAILS FOR:
EXTERIOR WALL: WOOD
ASSESSOR INFORMATION
ASSESSMENT YEAR: 2021
PROPERTY INFORMATION
IMPERVIOUS AREA: 2,896 S.F. / 8,276 S.F. = 350
LEGAL DESCRIPTION: FIRWOOD RIDGE DIV. A BLOCK
PLAT BLOCK:
PLAT LOT: NE 36-03-27
PARKING & GARAGE INFORMATION
PARKING TYPE: ATTACHED GARAGE
GARAGE/PARKING SQ. FT: 360
GARAGE / CARPORT TYPE: ATTACHED
LOT INFORMATION
# OF BUILDINGS: 1
LAND SQ. FT: 8,779
LEGAL BLOCK NUMBER:FIRWOOD RIDGE DIV A
BLK 000 D-00 — LOT 5
MUNICIPALITY NAME: EDMONDS
ACRES: 0.19
FRONT FOOTAGE: 30
TAX CODE: R7 — 00216
COUNTY USE DESCRIPTION: SINGLE FAMILY DWELLING
1. THIS IS NOT A LEGAL SURVEY
PROPERTY DESCRIPTION INFORMATION
ON THIS SHEET FOR GENERAL USE ONLY.
2. CONNECT UTILITY EXTENSIONS TO
UTILITIES.
3. CONTRACTOR TO VERIFY LOCATIONS
OF EXTENSIONS. NO SITE DISTURBANCE
PROPOSED.
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REVISIONS:
DATE:
XX-XX-XX
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bld2022-0866
CONTENT: RESU
Sep 26 20
CITY OF EDMONL
DEVELOPMENT SER
S I I EEPARTMENT
PLAN
DRAWN BY:
OIL
DATE:
02/25/2022
SCALE:
1/4"=1'-0"
PROJECT NUMBER:
A-0160
SHEET NO:
A1.0
ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT.
THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES