REV1 APPROVED ENG PLN BLD RESUB1 BLD2022-0448+PROJECT PLANS & NARRATIVE+6.9.2023_11.27.45_AM+3599759REVISED PLAN APPROVED
APPROVED
PLANS MUST BE
REVISION
CITY OF EDMONDS BUILDING DIVISION
ALL WORK SUBJECT
ON JOB SITE TO FIELD
Jun 09 2023
/7oxaaaic W. XVfAL—
BUILDING OFFICIAL
INSPECTION FOR
ALL WORK SUBJECT CODE COMPLIANCE
TO FIELD
Jun 09 2023
INSPECTION FOR
CITY OF EDMONDS
APPROVED DATE
CODE COMPLIANCE
DEVELOPMENTSERVICES
ACKYARD MAKEOVER
DEPARTMENTMENT
RESUB
! The following documentation shall be available on •-
! site for the building inspector:
BLD2022-0448
! ❑ COE APPROVED ARCHITECTURAL PLAN SET
❑ COE APPROVED STRUCTURAL PLAN SET
]COE REVIEWED CALCULATION PACKET
' ❑ ENERGY CREDIT WORKSHEET
(BLD2022-0448)o�;��PLAN
® O�igi— d aec or pima a:c.a 7/13/2022
MODIFICATIONS & SITE PLAN NOTES (Revision 1•-•-•-•-•- -
Jun 09 2023
CITY OFEDNaaQfject Overview — After receiving approval for this backyard swim spa and patio re -landscaping
DEVELOPMENT'S
DEPARTMEProject in July of 2022 the Edmonds City Counsel approved our application for vacation of the right-of-
way easement that abutted the easterly boundary of our property in September of 2022, and
eventually disclosed in the ordinance recorded under recording file number 202212300074 (see
Addendum 1). Proceeding the right-of-way vacation, a boundary line adjustment was completed
between our property (Lot 10) and our easterly adjacent neighbor (Lot 1)which shifted the easterly
property line for Lot 10 approximately 12.5 feet further east, as disclosed in the Boundary Line
Adjustment Map, recorded April 3, 2023 in file record number 202304035001 (see Exhibit A and
Addendum 2). The boundary line adjustment increased the land area of Lot 10 from 14,250 square
feet to 16,793 square feet; an increase of 2,543 square feet. The additional land area provides an
opportunity to expand our patio area as well as increase the amount of landscaping that can be added
to the perimeter of the patio.
1. Earthwork
a. The rock retaining wall in backyard will be relocated as shown in Exhibit B to provide
expanded backyard patio area. This will require the excavation of approximately 110
cubic yards of soil. Additional rock may be required to complete this portion of the
relocated rock retaining wall as the length of the wall will be approximately 25 feet
longer due to the alteration in the walls conformation.
b. (UNCHANGED) - The proposed swim spa installation will require excavating a 13.75' x
25.3' rectangular area to a depth of 3.6' in order to partially recess the swim spa in a
subterranean vault. Approximately 47 cubic yards of soil will be cut for the swim spa
vault with the majority of the soil being used on site for the regrading of the patio area
and the westerly adjacent alpine rockery.
(UNCHANGED) - Temporary erosion and sediment control (TESC) measures will be
installed and maintained according to approved plans and consistent with the City of
Edmonds standard details.
(NOTE ADDED) - Temporary erosion and sediment control (TESC) measures will be
installed and maintained according to approved plans and consistent with the City of
Edmonds standard details, and all other measures that may be required during
construction
e. (UNCHANGED) - All areas subject to clearing and grading that have not been covered by
impervious surface, incorporated into a drainage facility or engineered as structural fill
or slope shall, at project completion, are to be compost amended in accordance with the
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street, Edmonds, WA
Zone: RS-10
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
Page: 1 of 4
REVISION
Jun 09 2023
CITY DEVELO MFEN S R� CES guidance of the 2019 Stormwater Management Manual for Western Washington,
DEPARTMENT
Volume V - Chapter 11, BMP T5.13.
f. (NOTE ADDED) -All disturbed areas to be compost amended per 2022 SWMMWW BMP
T.5.13.
g. (UNCHANGED) - All healthy existing plants will be worked into the design or moved to
another location on site. Mulch will be spread in all plant beds following new plantings.
2. Swim Spa
a. (UNCHANGED) -Anew Hydropool 19-foot Executive Trainer Swim Spa (Model
SSI9EXET), measuring 220 inches in length, 93 inches in width, and 53 inches deep, and
having a volume of 2,485 gallons, will be delivered by Aqua Quip and installed within
new backyard patio area, following manufacture's installation guidelines.
b. (UNCHANGED) - A new poured concrete 4-walled "vault" and 6-inch concrete base over
a 8-10 inch gravel sub -base will be constructed such that the Swim Spa will be partially
recessed in ground, leaving 20 inches of Swim Spa exposed above ground, and providing
at least two feet of clearance on all sides of spa, and approximately three feet of
clearance at equipment end of spa creating an accessible crawl space around Swim Spa
(see Exhibits E, F and G in original submittal) in compliance with ISPSC 2018, Chapter 10,
1001.6 Access. The Swim Spa will be installed per Manufacturer's recommendations and
in accordance with the International Swimming Pool and Spa Code (ISPSC-2018) for
portable residential spas and exercise spas (see 2018 ISPSC, Chapter 10, Section 1001.5
Installation). Insulation of "vault" walls will be installed per Manufacture's Installation
Guidelines.
c. (NOTE ADDED) - A sump pump with float will be installed at the southeast corner of the
vault, per Manufacturer's Installation Guidelines, to provide appropriate drainage within
vault. The pump, a model HDS30 Everbilt3/10 HP sump pump, will connect via a 1-1/2"
PVC pipe to a NDS Flo -Well dry well system (#FWAS24) located in the lawn area at least
10 feet (min) from the vault and nearby property boundaries (see Exhibit 1). The 24"
diameter NDS dry well system will be installed in a 48" diameter hole per
Manufacturer's guidelines at an approximate depth of 42". The space around the Flo -
Well unit will be backfilled with 1"to 1-1/2" clean gravel. A 4" Schedule 40 surface drain
inlet with grate will be attached to the top of the Flo -Well to facilitate cleaning out the
dry well when necessary.
d. (NOTE ADDED) —Any water discharged by the sump pump to the dry well will be from
storm water runoff that has collected in the vault area. Under no circumstance will pool
water be discharged into the dry well.
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street, Edmonds, WA
Zone: RS-10
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
Page: 2 of 4
REVISION
Jun 09 2023
CITY DEVELO MFEN S R� CES e.
(UNCHANGED) - The Manufacturer warrants that the Hydropool Model SS19EXET Swim
DEPARTMENT
Spa complies with requirements set forth by the American National Standard Institute
for Portable Electric Spa Energy Efficiency (ANSI/APSP/ICC-14 2014), and is congruent
with the 2018 Washington State Energy Code, R403.11 for portable spas. Further, the
Manufacturer warrants that the portable exercise spa is listed and labeled in compliance
with UL 1563 or CSA C22.2 No 218.1
f. (UNCHANGED) - The Swim Spa will have a lockable, hard -surface, spa cover that will be
utilized when Swim Spa is not in use. The lockable cover design complies with the
Barrier Requirements of ASTM F1346, in accordance with ISPSC 2018, Chapter 3, 305.1
Barriers, which is adopted without amendment by the Swimming Pool and Spa Code
2018 of Washington State.
g. Final above -ground height of concrete vault will be approximately six inches, and will
provide clearance for construction of new surrounding spa deck, such that final deck
surface will be flush with the lip of swim spa. Exterior vertical surface of above -ground
concrete and framing wall will be finished in cedar shake siding to match the exterior
finish of the dwelling.
h. Deck framing will be constructed around perimeter of Swim Spa per Manufacturer's
Installation Guidelines to cover crawl space. A trap door within the new deck at the
equipment end of Swim Spa will be constructed to provide access to spa equipment
below the deck cover, per Manufacturer's Installation Guidelines. Decking material will
be light weight non-skid porcelain tiles that will be grouted and sealed.
3. Alpine Rockery and Rockery Wal
a. The existing rock wall located near the east boundary of the property has reported Toe
and Top elevations of 120.5± and 123.5±, respectively. The completion of the right-of-
way vacation and the subsequent boundary line adjustment allows for significant
expansion of the backyard area, which is accommodated by relocating the rockery wall
approximately 15 feet to the east of its current location. For that portion of the rockery
wall adjacent to the east property boundary the rockery's base elevation will be
unchanged and the top elevation of the rockery wall will be 126.5±. The rockery and
drainage will be constructed per City of Edmonds Standard Detail for Rockery Detail,
similar to that shown in Exhibit H.
b. (UNCHANGED) - Existing boulders near the west side of the backyard patio will be
rearranged as alpine boulder outcroppings on a regraded slope.
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street, Edmonds, WA
Zone: RS-10
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
Page: 3 of 4
REVISION
Jun 09 2023
CITY OF EDMONDS
DEVELOPMENT4ER hardsca pe & Landscape
DEPARTMENT
a. Existing aggregate concrete landings at the east end of the deck (24 square feet, SF) and
the laundry room door (20 SF) will be removed. A new stamped concreted patio (total
area approximately 1,070± SF, gravel base, sand -set) will be installed at a finished grade
of 14" below existing back deck.
b. A new concrete step will be installed around the deck area to access the patio.
c. A new concrete landing and step will be installed at back door.
d. Side Yard Utility Area: located along the easterly property boundary north of the new
cedar fence will contain approximately 600 square feet of compacted crushed gravel to
serve as a potting area, yard utility and storage area.
e. (NOTE ADDED) —The following table that summarizes the amount of impervious and
permeable surfaces has been added to the Site Plan sheets (Exhibit B and Exhibit C).
IMPERVIOUS SURFACE AREA SUMMARY
Patio:
1,070 SF
Swim Spa:
338 SF
TOTAL:
1,408 SF
PERMEABLE SURFACE
AREA SUMMARY
New Lawn:
222 SF
Gravel Side Yard:
600 SF
Planter Beds:
275 SF
TOTAL:
1,097 SF
5. Other Items
a. (UNCHANGED) - Existing irrigation system within backyard will be assessed and re-
designed as needed to aid in low maintenance and efficient utilization of water.
b. (UNCHANGED) -Low voltage, outdoor lighting will be installed which will include wall
lighting of rock retaining wall, stairway lighting on new bluestone steps, and up -lighting
of relocated coral bark maple.
c. (UNCHANGED) - New cedar fencing will replace the chain link fencing in the patio area to
enhance privacy.
d. New six-foot high cedar fence with 48-inch gate will be constructed between patio area
and the northerly abutting side yard utility area.
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street, Edmonds, WA
Zone: RS-10
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
Page: 4 of 4
REVISION
Jun 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXHIBIT A - Boundary Line Adjustment of Lot 10 (Parcel B)
(After the Vacation of Right -of -Way)
FN0 MO►: 14 CASE
w/9RASS CONE W/'x'
DWN 0.60' DEC.. 2022
0.30' EAST OF
CALCULATED
1 INTERSECTION
I
r
30'
DTI
0
H
D
�I
b
U
r
I
N
I
I
I
30.00 —
PARCEL B
PARCEL NO. 00619401201000
15.292 SF (BEFORE)
16.793 SF (ArrER)
5
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street
Zone: RS-10
SW42 43'E 335.72
FIR ST.
{ ''•'�`�'• S88'42'43'E
12.50
.,.
• h CCTV
� ,, ;A••
�
sI
RI
Ex
Holm
I
I
zI
•
30.6'
I
LINE
�J
PAR
NEW PROP.
UNE
S88'43'42'E .. 277.09(P)
\ 4 .AS'A
S�pB PG 42
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
REVISION
Jun 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXHIBIT B - REVISED BACKYARD SITE PLAN
NEW GRAVEL PATH
(30' W, TOTAL +/- 32 LF)
CUT LINE FOR END OF
EX. GRAVEL PATH
W/ CONCRETE EDGING
I EX. WOOD DECK
/
1 j II I I•.
. 1'
EX. PLANT BED 1
��• /IL••
- 1/
4
EX. CONCRETE PATH EDGING /
.
•: ;lJ ll II
EX. BOULDERS
\ LI
EX. EDGE OF LAWN
NEW POURED CONCRETE RETAINING
WALL W/ STONE CAP (TOTAL +/- 12 L�}
(TOP OF GAP 21" ABOVE PATIO GRADE)
NEW PORTABLE FIREPIT
_
(PROVIDED BY OWNER)
\
REARRANGED EXISTING
t ADDITIONAL BOWLER W
OUTCROPPINGS (AS NEEDED) 2�
IMPERVIOUS SURFACE AREA SUMMARY
Patio:
1,070 SF
Swim Spa:
338 SF
TOTAL:
1,408 SF
PERMEABLE SURFACE AREA SUMMARY
New Lawn:
222 SF
Gravel Side Yard:
600 SF
Planter Beds:
275 SF
TOTAL:
1,097 SF
am
SCUDDER RESIDENCE
NEW CONCRETE STEP
BACK (16' RUN, T' RI5E)
SLIDING DOORS
101
EX. DOUG FIR
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.
APPROVED BY PLANNING
NEW FLAGSTONE STEPPING STONES
�A
EX. ROCK RETAINING WALL
ROCK WALL (TOE +/- 1200, TOP +/- 123.0)
Jun 12 2023
ROCK WALL (TOE +/- 120.0, TOP +/- 124.d)
CUT LINE WITHIN EX. UPPER LAIN
' f
SEWER CLEANOUT AND AVB ON
/ i ---- ------
HOSE WITHIN 30 FT OF THE
"
HOUSE REQUIRED.
CLEAN GRAVEL NO FINES, NOT
' •
COMPACTED, OTHERWISE THIS
IF ANY PORTION OF THE
p
AREA WILL COUNT TOWARD
EXISTING SEWER NEEDS TO BE
TOTAL IMPERVIOUS SURFACES
MODIFIED TO INSTALL THE
'
AND STORMWATER
CLEANOUT, A SEPARATE SIDE
MANAGEMENT MAY BE
SEWER PERMIT SHALL BE
I
REQUIRED.
REQUIRED.
j
• 245
NEW PLANT CONTA
r : : r s, ,° a, ° `
NEW GRAVEL
(TOTAL +/— 600 SF)
LANDING
NEW GONGtRIE)
0
(4' L x 3' WEP
(W' RUN 7
; '• •
BACK
DOOR
. ,
°' °
s
/1 NEW BENCH
/ I
l^J ° °
v °'s
d ry
NEW 6' H SOLID CEDAR FENCE
AND 4 W GATE
._.1 .
_. __.L._ . ...,..... — —
..._:
L._ I
— — —
..... 'i.._..i__.!
-_'.......
_
.. '..._.._I ___ T_.;
... �i...
i .._..� :......� .
�....�_;__._.�_._C_. -=
--+: -
_L
0
ROCK WAIL (TOE +/- 1200, TOP +/- 126.0)
NEW BACK PATIO
STAMPED CONCRETE, GRAVEL BASE
TOTAL +/— 1,010 5F)
N (TOTAL / 222 )
LAWN
NEW WOOD FRAMING,FOR P AVER CAPPING
AROUND SPA PERIMETER
(PAVERS IB" W x 24' L)
NEW CONCRETE''VAULT
RELOCATED ROCK RETAINING WALL
ROCK WALL (TOE +/- 120.0, TOP +/- 12(,.0)
F 52 50
DRYWELL SYSTEM (SEE NOTE 2(c))
T
W T G G
W W W
3'6; W
26�
O
3 7
- NEW TRAP
DOOR
I
I
W
W •• �
i�r1_
u_.I
L..
0 3,
0
13 " 3. ;�u
' Ex. la H 1
ARBORVITAE
HEDGE
000/ROCK WALL ROCK WALL
TOE +/- 120.0 TOE +/- 120.0
TOP +/- 121.0' TOP +/- 122.0'
NEW HYDROPOOL SWIM SPA
(220'Lxg3"Nx5SD)
(PARTIALLY RECESSED IN GROUND)
NEW UP LIGHTING
ROCK WALL
' NEW ARBORVITAE HEDGE
ROCK WALL ROCK WALL ROCK WALL
TOE +/- 1200.TOE +/- 120.0 TOE +/- 120.0
TOP +/- 123.0 TOP +/- 124.0 TOP +/- 125.0'
NEW GRAVEL PATH
(18" W, +/- 66 LF)
TOE +/- 120.0 OWNER/CONTRACTOR IS RESPONSIBLE FOR
RELOCATED CORAL EROSION CONTROL AND DRAINAGE
BARK MAPLE
EX. 5 H SOLID WOOD FENCE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
EX. MIXED HEDGE (LAUREL
t BLACKBERRY)
Zone _ RS-10 Corner _ _ 1 Flag '_
Setbacks: Required Actual
Front
Sides E/S 10/10 20/10
Rear
Other
Height
ONLY STORMWATER SHALL
DISCHARGE TO DRYWELL -
INSPECTION FOR PIPING AROUND
POOL AND DRYWELL REQUIRED
PRIOR TO BACKFILL
ENGINEERING DIVISION
APPROVED AS NOTED
06/16/2022
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
5c'At L• I" = 6-0
'
0 5 10 20
SCALE N FEET
Property Owner: Kent M. Scudder Family Trust Total Lot Area: 16,793 SF
Property Address: 838 Fir Street
Zone: RS-10
Lot Coverage: 17.51%
REVISION
Jun 09 2023
CITY OF ETSERVI EXHIBIT C - REVISED BACKYARD SITE PLAN WITH PATIO DRAINAGE
DEVELOPMENT SERVICES
DEPARTMENT
DIRECTION OF PROPOSED ON -SITE SURFACE WATER DRAINAGE
rvoc —j rr Q QFAfF WATFR DRAINAGE
REFER TO EXHIBIT B FOR
ENGINEERING REQUIREMENTS
NEW GRAVEL PATH
(300' W, TOTAL +/- 32 LF)
CUT LINE FOR END OF
EX. GRAVEL PATH
W/ CONCRETE EDGING
I EX. WOOD DECK
EX. PLANT BED
i . I f.'•
1 II
EX. CONCRETE PATH EDGING
EX. BOULDERS I
11 i
J
E. EDGE OF LAWN
I`
rS.
NEW PGURED CONCRETE RETAINING
�
WALL W/ STONE CAP (TOTAL +/- 12 L�) W
I t
(TOP OF CAP 21- ABOVE PATIO GRADE)
1 1 >t
REARRANGED EXISTING
It ADDITIONAL BOUDLER
OUTCROPPINGS (AS NEEDED)
u� 2
IMPERVIOUS SURFACE AREA SUMMARY
Patio:
1,070 SF
Swim Spa:
338 SF
TOTAL:
1,408 SF
PERMEABLE SURFACE AREA SUMMARY
New Lawn:
222 SF
Gravel Side Yard:
600 SF
Planter Beds:
275 SF
TOTAL:
1,097 SF
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street
Zone: RS-10
SCUDDER RESIDENCE
NEW CONCRETE STEP
BACK (I6" RUN, 7' RISE)
SLIDING DOORS r
NEW CONCRETE LANDING
(4L.x9N)ASTEP
(IO RUN, 7" RISE)
BACK
DOOR
EX. Id N
EX. DOUG FIR
ARBORVITAE
HEDGE
ROCK WALL ROCK WALL
TOE +/- 120.0 TOE +/- 120.0'
TOP +/- 1210 TOP +/- 122d
NEW HYDROPOOL SWIM SPA
(22(11-x93"Wx53"D)
(PARTIALLY RECE55ED IN GROUND)
NEW UP LIGHTING
ROCK WALL
TOE +/- 120.0'
RELOCATED CORAL
BARK MAPLE
EX. 5H SOLID
WOOD FENCE
NEW FLAGSTONE STEPPING STONES
EX ROCK RETAINING WALL
ROCK WALL (TOE +/- 120.0, TOP +/- 123.0)
ROCK WALL (TOE +/- 120.0, TOP +/- 124.d)
CUT LINE WITHIN EX. UPPER LAWN
NEW COMPACTED, CRUSHED GRAVEL
(TOTAL +/- 600 SF)
NEW 6 H SOLID CEDAR FENCE
AND 4W GATE
ROCK WALL (TOE +/- 120.d, TOP +/- 126.0)
NEW BACK PATIO
(STAMPED CONCRETE, GRAVEL BASE)
(TOTAL +/- 1,070 SF)
NEW LAWN (TOTAL +/- 222 SF)
NEW WOOD FRAMING FOR PAVER CAPPING
AROUND SPA PERIMETER
(PAVERS VW x 24" L)
NEW CONCRETE "VAULT'
RELOCATED ROCK RETAINING WALL
ROCK WALL (TOE +/- 1200, TOP +/- 126.0)
NEW ND5 FWA524 50 GAL
DRYWELL SYSTEM (SEE NOTE 2(c))
NEW PLANT BED
NEW PATH LIGHTING
EX. MIXED HEDGE (LAUREL
4 BLACKBERRY)
NEW ARBORVITAE HEDGE
ROCK WALL ROCK WALL ROCK WALL
TOE +/- 120.0 TOE +/- 120.0 TOE +/- 120.d
TOP +/- 1230 TOP +/- 124.0' TOP +/- 125.01
NEW GRAVEL PATH
(IB" W, +/- 66 LF)
SCALE: I" = 64'
0 5 10 20
SCALE N FEET
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
REVISION
Jun 09 2023
CITY OFLOPM EDMONDS
TSERVIEXHIBIT D - Cross Section End View of Hydropool 19EX Swim Spa (Partial In -ground)
DEVELOPMENT SERVI
DEPARTMENT
93" (236.22cm)*
Raised Width of 19ft. Executive Trainer Swim Spa be
Deck
with Step
Steel Frame
Ground !0 (60.96 cm (60.96 level \I
• I •'
Crawl Way Crawl Way
MIN
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
Zone: RS-10
REVISION
Jun 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXHIBIT E - DRY WELL DESIGN PLAN
NDS Flo -Well Engineered Dry Well (FWAS24)
FWSD69 4' SCH. 40
SURFACE DRAIN INLET
WITH GRATE
4' PVC INLET W/
1% MIN. SLOPE.
8➢ 'Oft Q6
mo-
J' TO 1 J' CLEAN GRAVEL
BACKFILL RECOMMENDED.
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street
Zone: RS-10
�J
FWAS24C 24' DIA.
FLOW WELL COVER.
�i �i�i_ IIAII
FWSPS3 (3) FLOW
WELL SIDE PANELS.
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
REVISION
Jun 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EX. WOOD DECK
EX. GRAVEL PATH
W/ CONCRETE EDGNG
EX. BOULDER OUTCROPPNG5
EX. NATURAL STONE STEPS
EX. 4 H WOOD FRAME 8 HOG HIRE
FENCE E GATE
EXHIBIT F — REVISED SITE AREA EARTHWORK
-X. 4 H WOOD FRAME 4 HOGHRE
=ENCE S GATE
EX. GRAVEL PATH
EX. ROCK RETAINING WALL
(IV' _ 4' H)
EX. MIXED HEDGE
(LAUREL t BLACKBERRY)
SCALE: 1" = 64'
O 5 0 ZO
SCALE N FEET
Property Owner: Kent M. Scudder Family Trust Total Lot Area: 16,793 SF
Property Address: 838 Fir Street
Zone: RS-10
Lot Coverage: 1731%
REVISION
Jun 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXHIBIT G — SOIL CUT/FILL CALCULATIONS
Area
Type
Mean Ht.
Calculation
Volume (cu.vds.)
1
Cut
Vault
(165*304*44)/46656
47.3
Width:
Spa:
93
Crawl Space:
48
Walls +Margin:
24
165 inches
Length:
Spa:
220
Crawl Space w/ door:
36
Crawl Space:
24
Walls +Margin:
24
304 inches
Depth:
Spa:
28
Slab:
6
Sub -base:
10
44 inches
2
Cut
1.00
(((9+1)/2)*10) * M.H./27
1.9
3
Cut
2.00
(((9+15.9)/2)*10) * M.H./27
9.2
4
Cut
3.00
(((16+31)/2)*10) * M.H./27
26.1
5
Cut
3.00
((16*56)*3)/27
99.6
6
Fill
-2.00
((12*23)*2)/27
20.4
Totals - Cut: 184.0 Cu.Yds.
Fill: 20.4 Cu.Yds.
Net Removed: 163.6 Cu.Yds.
Property Owner: Kent M. Scudder Family Trust
Property Address: 838 Fir Street
Zone: RS-10
Total Lot Area: 16,793 SF
Lot Coverage: 17.51%
REVISION
Jun 09 2023
CITY OFEDMONDS EXHIBIT I - SWIM SPA - DRY WELL CONNECTION PLAN
DEVELOPMENT SERVICES
DEPARTMENT
220"/ 558.80 cm' —f
Length of 19ft. Executive Trainer Swim Spa
HD530; 53 gal/min. discharge
Property Owner: Kent M. Scudder Family Trust
ter
-Well
ACCEPTS FWSD69 SURFACE INLET OR # 1243,
UNIVERSAL ADAPTERS OR 4' TO 8' PVC PIPE A
FITTINGS.
NDS FLO-WELL TOP MIN. 8' BLW.
FINISH GRADE WRAPPED IN LANDSCAPE FAB
Total Lot Area: 16,793 SF
Property Address: 838 Fir Street
Zone: RS-10
Lot Coverage: 17.51%