APPROVED ENG PLN BLD2024-1470+Site_Plan+11.7.2024_1.33.20_PM+4607700APPROVED BY PLANNING
Nov 25 2024
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.
Zone RS-1
Setbacks:
Front
Sides
Rear
Other
Height
2 Corner ' ' Flag '
Required Actual
25' no
rho
1 n'/1 n' > i n'
25' >2b'
25' 21'11"
AREA OF STEEP SLOPE PER
23.80.020, SEE GEOTECH
REPORT
(E) 40" FIR TREE
(E) CONC./BRICK PATH
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(E) CONC. PATIO
AND WALKWAYS
574.2 sq ft
-0"
=TBACK
QE) 4"
DECIDUOUS
TREE
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1 (E) 36" FIR TREE
\ (E) 20" FIR TREE
(E) 12" FIR TREE y
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(E) BWKPATH
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(E) 36" FIR TREE 2(E)8'xl6'
PARKING SPACES
(E) 18" FIR TREE/ 25' 0"
STREET SETBACK WATER METER
:
E)GARAGE
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J(E) 36"CEDAR I I
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193'-5 3/4"
(E) BUILDING ROOF OUTLINE
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(E) 36" CEDAR s
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(E) 36" CEDAR TREE
(E) 8" DECIDUOUS TF
(E) 2-8" DECIDUOUS'
(E) 24' DECIDUOUS
TREE
(E) RETAINING WALL
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DATUM POINT FOR HEIGHT
CALCULATIONS
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POWER JUNCTION, TYP.
UTILITY POLE
LOT INFORMATION
OWNERS: DAVID AND MOLLY JENKINS
PARCEL: 00434600006403
ADDRESS: 18914 94TH AVE W , EDMONDS, WA 98020-2322
ZONING: RS-12
OCCUPANCY: R-3
LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000
D-03 - BEG SE COR TR 64 TH N00* 19 37E ALG ELN SD TR 11OFT
TH N89* 15 23W 50FT TH S 78*28 37W 63.92FT TH S65* 13 37W
84FT TH SO4*55 27W 60.39FT M/L TO PT ON S LN SD TR TH
S89* 15 23E ALG S LN SDTR 193.47FT TO SE COR SD TR THE POB
PARCEL AREA: 0.41 ACRES
MAX LOT COVERAGE: 35% OF PARCEL AREA
MAX HEIGHT: 25'
SITE PLAN NOTES:
1. SEE ENLARGED SITE PLAN A1.2 FOR ALL BMP AND EROSION
CONTROL NOTES.
2. HEIGHT AND LOT COVERAGE CALCULATIONS SHOWN ON
ENLARGED SITE PLAN A1.2.
3. CITY OF EDMONDS MAP SHOWS A LARGE EXTENT OF
LANDSLIDE HAZARD AREA WITHIN THE WEST & NORTHWEST
PORTION OF THE PROPERTY. BASED UPON THE SURVEYOR'S
DESIGNATED AREAS CONTAINING OVER 40% SLOPE AND
CONFIRMATION BY, THERE IS A SMALL AREA, CONFIRMED BY
GEO GROUP NW, THAT FITS THE DESCRIPTION OF A LANDSLIDE
HAZARD AREA CONTAINING A 40% OR STEEPER SLOPE THAT
EXCEEDS A VERTICAL HEIGHT OF 10 FEET OVER A 25-FOOT
HORIZONTAL RUN, SEE LEGEND AND CONFIRMED LOCATION.
IMPERVIOUS SURFACE:
EXISTING:
SF
(E) BUILDING ROOF OUTLINE
2014.89
(E) GARAGE
505.61
(E) DRIVEWAY
1,387.15
(E) DECK
171.4
(E) STAIR AT (E) DECK
52.23
(E) WALKWAYS AND PATIOS
1182.73
5314.01
(REPLACED: SF
0
NEW: SF
(N) DECK 106.03
TOTAL NEW & REPLACED
IMPERVIOUS SURFACE: 106.03
SEE SHEET A1.2 FOR LOT COVERAGE AND HEIGHT
CALCULATIONS.
SITE LEGEND
SITE PLAN
EXISTING CONSTRUCTION
SCALE: 1" = 20' 0 10, 20' 40'
NEW CONSTRUCTION
DRAIN ROCK
PAVING/WALKWAY
STEEP SLOPE
FENCE
SS
SIDE SEWER
S -
GAS LINE
TREE PROTECTIVE FENCING
_SF
SILT FENCING
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
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.
\�aMEL RES/0F
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ENGINEERING DIVISION
APPROVED AS NOTED
4 tVka>j ¢ 12/05/2024
BLD2024-1470
RECEIVED
Nov 08 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A1.1
TREE & VEGETATION PROTECTION
TREE PROTECTION FENCINS
CANOPY DRIP LINE
DEFINES TREE &
VEGETATION
1. MUST BE INSTALLED PRIOR TO DEMOLITION
°ROTECTION AREA
OR GROUND DISTURBANCE
2. KEPT IN PLACE FOR THE DURATION
OF CONSTRUCTION
3. NO SOIL DISTURBANCE OR ACTIVITY
ALLOWED WITHIN FENCED AREA, SUCH
AS MATERIAL STORAGE/STOCKPILING,
PARKING, EXCAVATION, DUMPING, OR WASHING
4. MODIFICATIONS OF THESE REQUIREMENTS
BY APPROVAL OF DPD PLANNER ONLY
5. IF ROOTS GREATER THAN 2 INCH FOUND
I 114
OUTSIDE OF FENCING, PROTECT BY HAND
EXCAVATION AND, IF NECESSARY, CUT
ORANGE MESH OR
AN P M
CLEANLY AND KEEP MOIST
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CHAIN LINK FENCE
6. USE 3 INCHES OR DEEPER WOOD CHIP o z
MULCH OUTSIDE FENCED AREAS TO
PROTECT FEEDER ROOTS
VEGETATION PROTECTION
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1. MINIMIZE CONSTRUCTION ZONE
2. PROTECT VEGETATION OUTSIDE CONSTRUCTION
ZONE WITH FENCING AS SHOWN
TREE &VEGETATION FENCING AROUND
3. USE 3 INCHES OR DEEPER WOOD CHIP
ENTIRE DRIP LINE ON PERMIT SITE.
MULCH OUTSIDE FENCED AREAS TO
ALTERNATIVE TREE PROTECTION, IF APPROVED
PROTECT FEEDER ROOTS
BY DPD, AS SHOWN ON SITE PLAN
SILT FENCE
METAL FENCE POSTS
FILTER FABRIC MATERIAL 60" WIDE
ROLLS. USE STAPLES OR WIRE RINGS
TO ATTACH FABRIC TO WIRE MIRAFI
70OX OR PRE -APPROVED EQUAL
2" x 2" x 14GA WIRE FABRIC OR EQUAL
MAY BE REQ'D DEPENDING ON SITE
CONDITIONS
BURY BOTTOM OF FILTER MATERIAL IN
8" x 12" TRENCH
FILTER FABRIC MATERIAL
BACKFILL WITH NATIVE
SOIL MATERIAL OR
GRAVEL BACKFILL IN
TRENCH AND ON BOTH
SIDES OF FENCE FABRIC
ON THE SURFACE
NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN.
5Q
/
/ 40'-3/4"
/ 8'-21 /2" 23'-81 /4"
/ (E)
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52.2 sq ft
(E) R(E) D4 s KAB V
(E) FLPRoN DECO BELOW DECK PROVIDE N DROUGHTO TOLERANT NATIVE VEGETATION PER6 �5GEOTECHNICAL RECOMMENDATIONS IN
REPORT DATED 10/1/2024 E)➢S E)-BRICK-PLANTE-R
sr - -
PROVIDE FILTER FABRIC L�
I FENCING PER GEOTECHNICAL 5�
RECOMMENDATIONS IN
REPORT DATED 10/l/2024 ' I (E) 13. NC. P TIO
m -,� I .61 sq ft
(E) CONC. PATIO I - 0"
AND WALKWAYS _7� �F I i (E) SINGLE FAMILY RESIDENCE--
'_7 1IA"
ENLARGED SITE PLAN
SCALE: 1" = 10'
52'-3"
(E) ROCKS, TYP.
/O (E) YARD LIGHT, TYP.
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(E) HOSE BIB /
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-
(E) GAS METER
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(E) CONC. WALKWAY
441.14 sq ft
ENLARGED SITE PLAN NOTES:
1. ALL TREE INFORMATION, ECA, IMPERVIOUS SURFACE
CALCULATION AND GENERAL SITE INFORMATION SHOWN ON SITE
PLAN Al. 1.
TEMPORARY EROSION & SEDIMENT CONTROL:
TEMPORARY AND PERMANENT BEST MANAGEMENT PRACTICES (BMPS)
SHALL BE USED TO ACCOMPLISH THE FOLLOWING MINIMUM
REQUIREMENTS. ADDITIONAL BMPS ARE REQUIRED WHEN MINIMUM
CONTROLS ARE NOT SUFFICIENT TO PREVENT EROSION OR TRANSPORT
OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE.
1. LIMIT SITE DISTURBANCE BY USING:
- PROPOSED DEVELOPMENT AREAS SHOULD BE STRIPPED AND
CLEARED OF SURFACE VEGETATION, ORGANIC SOILS (TOPSOIL) AND
LOOSE SOILS.
- USE TREE AND VEGETATION PROTECTION - SEE DETAIL.
2. CONTROL SEDIMENTAND FLOWS ON SITE BY:
- STABILIZING THE CONSTRUCTION ENTRANCE
- USING SILT FENCING AROUND AREAS DISTURBED BY CONSTRUCTION
ACTIVITY - SEE DETAIL.
3. STABILIZE SOILS BY:
- EXPOSED SOILS THAT ARE SUBJECT TO EROSION SHOULD BE
COMPACTED AND COVERED WITH PLASTIC SHEETING.
- STOCKPILED SOILS SHOULD BE COVERED WITH PLASTIC SHEETING IF
WORK IS DONE DURING WET WEATHER IN ORDER TO MITIGATE OFF -SITE
SEDIMENTATION RISKS.
- MARK CLEARING LIMITS
- RETAIN TOP LAYER AND NATIVE VEGETATION
- ESTABLISH CONSTRUCTION ACCESS
- PROTECT DOWNSTREAM PROPERTIES AND RECEIVING WATERS
- PREVENT EROSION AND SEDIMENT TRANSPORT FROM THE SITE
- STABILIZE SOILS
- PROTECT SLOPES
- PROTECT STORM DRAINS
- STABILIZE CHANNEL AND OUTLETS
- CONTROL POLLUTANTS
- CONTROL DEWATERING
- MAINTAIN AND INSPECT BMPS
- MINIMIZE OPEN TRENCHES
REFER TO GEO GROUP NORTHWEST'S GEOTECHNICAL REPORT DATED
10/l/24; SEE "SITE PREPARATION AND GENERAL EARTHWORK". COMPLETE
CONSTRUCTION STORMWATER CONTROL BMP REQUIREMENTS ARE
PROVIDED IN EDMONDS "STORMWATER MANAGEMENT", CHAPTER 18.30.
LOT COVERAGE: REFER TO SHEET A1.1 FOR (E)GARAGE
LOT AREA: 0.41 ACRES = 17,859.60 sq ft
(E) RESIDENCE 1,756.36 + 50.49 = 1,806.85
(E) GARAGE
505.61
(E) DECK
185.07
(E) STAIR AT (E) DECK
52.23
(E) ROOF AT ENTRY
45.25
(N) DECK
99.01
TOTAL LOT COVERAGE:
2,694.02 sq ft
ALLOWABLE LOT COVERAGE:
35%
PROPOSED LOT COVERAGE
PERCENTAGE:
15.08%
HEIGHT CALCULATION:
A = 249.5'
B = 258'
C = 263.5'
D = 254.5'
1,025.5/4=
AVERAGE GRADE = 256.375'
MAX ALLOWABLE HT = 256.375' + 25' = 281.375'
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EXISTING CONSTRUCTION
NEW CONSTRUCTION
DRAIN ROCK
PAVING/WALKWAY
STEEP SLOPE
FENCE
SS SIDE SEWER
G - GAS LINE
TREE PROTECTIVE FENCING
_SF SILT FENCING