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19012 OLYMPIC
VIEW DR
Apr 07 00 05:32p Jerry Koeller 425-640-8677 p.2
--------------- Critical Areas ChecklistCAFILENO. 2aDU Sg
________
Site Information soils/to —' ----- ------ --
i pography/hydrology/vegetation)-----`_--___
[• Site Address/Location: c?olZ pit
Z• Property Tax Account Number: / 3 2 7
3• Approximate Site Size (acres or square feet}:
4, Is this site currently developed? �yeS; no,
If yes; how is site developed?
5• Describe the general site topography.Check all that apply.
Flat: less than 5-feet elevation change over entire site. RECEIVED
Rolling: slopes on site generally less than I S% (a vertical rise of 10-feet over a APR 2 6 2000
horizontal distance of 66-feet).
Hilly: slopes present on site of more than IS% and less than 30% ( a vertical DEVELOPMENT SERVION UK�
se elly
OF 1DMOW®
I0-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas ofyear-round standing water:
7• Site contains areas of seasonal standing water: ° Approx. Depth:
Approx. Depth: �'—
What season(s) of the year?
lain
..... . . .......... — ------
8- Site is in the floodway flood '
P �` of a water course.
9. Site contains ek or an area where water flows acr ss the grounds surface? Flows are year-
round? Flows are seasonal? --T--- -- (What time of year?
10, Site is primarily: forested )
urban landscaped (lawn,shrubs etc) 5,64
� °sadow hrubs mixed
Obvious wetland is present oa site:
t'- �';`' s- -' <...., � � `* .ForGltySiafffJse0p1,�--, • ,:w°. - , �.
j , 2 s 4'y 4 1 : V *'
:` ' n3 itrvsrito r t* a
icidacat tvettetld pre�encon s�}e? Kra.. , , --�,•
.. Optical Areas ,n�+entgry.'"or`C A r " a�i 7ndreates Caiticapea on �Slte7 5 �. Y >
within des[gnated; earth �uB�ir3�dee Ia+�dsl3de �iazaf•d aced? !
�i,�, • Sjhe du�gnated�an{I9,a,�nvrFoatpenial[j!;S<enszCtll� DFT_ fNA 1'IOA t Y� K1 J 1 .
Reviewed [sy a N�7 ".: -':` k: r " ,a t. ,t' ..• ,
4k4t .ti
y..j ' > �'�',.�tl'y>i. �T,�,I7r10�i ��>--�-�We•.'}i'^' ..`"+'�.�.,_��1+r'��[ .F> ! i � , >
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Apr 08 00 09:06a Jerry Koeller
425-640-8677 p.l
RECEIVED
ty of Edmonds DEVELOPMENT SERVICES
Lk
1,WCRITICAL AREAS CHERd
. Z
CKLIS'T Q�,� �- ,51-s,
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of a development
Permit to the City,
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The
information needed to complete the Checklist should
be easily available from observations of the site or
data available at City Hall (Critical Areas inventories,
maps, or soil surveys).
An applicant, or his/her representative, must fill out
the checklist, sign and date it, and submit it to the
City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application,
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this form. In addition, the applicant shall include
other pertinent information (e.g., site plan, topography
map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual t
best of my knowledge (fill out the appropriate column below), o the
Owner/Applicant:
Name
Street Address
City State Zip
Date
Applicant Representative:
Name
Street Address
City State Zip
Telephone
Signature
Date
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�e 9
CITY OF ED1ViONDs' SIDESEWER PERMIT
..189.0 1
99� PERMIT i'{Q 91„6 1
Address of Construction:. v ` ' /� c c_-t
Property Legal Description (Include all easements): I a —7 (p?L 'c-)a Q — C1
-- R.ECEIVEC
MAY. 3 0 2000
PUBLIC WORKS DES
o(77
s
Owner and/or Contractor: . R
State License No 3 _Building Permit No. o
•2�c (� o �--e- g —] �'Z; S` U o � `?� EDr,-lONOS
• � �c�C.�i�iYj�;��ri ���PJ7
�ingamily Invasion into City Right -of -Way: [9-tg6 0 Yes
❑ Multi -Family (No. of Units ) RW Construction Permit No.
/�
❑ to Cross other Private Property: Ld'No LJ Yes
❑ Public Attach legal description and copy of recorded easement
•ti
N
T certify th -t'Fa e read and �Wll-comply with all city requirements
as indicatedon e back of the Permit Card.
G U C�,)
Date
* C LL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION.*
OFFICE USE ONLY
* FOR INSPECTION CALL 771-32G2 P.UB IC 7,RR1KS,DkPT.
Permit Fee: � Issued By
Trunk Charge: Date..lssued: �.
Assessment Fee: Receipt No.:
Lid No.: / �� =
Partial Inspection: Ne�s ''� oL Uf • Date�Initial _
Comments '
Reason Rejected: A Date Initial
Final Inspection Approved: Date Its-51 Initiab
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File .Green Copy: Inspector Bull Copy: Applicant
Revised 31190
1
IF0234 = ICSO Evaluati
eG n 5360 WORKMAN MILL ROAD •
loss* A subsidiary corporation of the
n
EVALUATION REPORT
Copyright ® 1998 ICBO Evaluation Service, Inc.
on Service, Inc.
WHITTIER, CALIFORNIA 90601-2299
International Conference of Building Officials
Filing Category: SWIMMING POOLS AND SPAS (266)
FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS
VIKING POOLS, INC.
POST OFFICE BOX 96
WILLIAMS, CALIFORNIA 95987
1.0 SUBJECT
Fiberglass One-piece Swimming Pools and Spas.
2.0 DESCRIPTION
2.1 General:
The swimming pools and spas consist of one-piece fiberglass
construction shop -formed over a mold. The material is fiber-
glass reinforced plastic, 1/4 inch (6.4 mm) thick, composed of
isophtalic resin, vinyl ester resin, fiberglass, and ceramic. The
surface finish is a neo pentyl glycol gel coat. Viking Pools,
Inc., produces various styles of swimming pools and spas.
The overall pool dimensions, depths and capacities are
shown in Table 1. For mini -pools, see Table 2; for spas, see
Table 3.
Certain models described in Table 4 can be placed up to
191/2 inches (49.5 mm) above ground. Vertical supports con-
sisting of 1 -inch-by-1 1/2-inch-by-36-inch-long (25 mm by 38
mm by 914 mm) Douglas fir No. 2 wood members encapsu-
lated in the FRP process at 4-foot 6-inch (1372 mm) intervals
are required. These pools and spas may be placed with or
without concrete or wood decking. Unless elevated portions
of the units are protected from sunlight by soil berms, decking,
etc., these portions must be coated with a UV -inhibiting
opaque paint that is compatible with the laminate.
The fiberglass has an average tensile strength of 13,308 psi
(91.76 MPa), ultimate compressive strength of 23,400 psi
(161.34 MPa) and flexural strength of 41,976 psi (450.75
MPa). The upper portion of the in -ground pools and spas is
constrained by a concrete -bond beam. See Figure 1 for de-
tails. For above ground models, See Figure 2.
All plumbing and electrical work must comply with the code
currently in effect at the construction site. The pool and spa
must remain full of water at all times. A permanent sign must
be attached to the pumping equipment with the following in-
formation:
Notice —The pool or spa is designed to remain full of water
at all times. The pool shell may be damaged if the water lev-
el is allowed to drop below the inlet. When appreciable
draw -down is noticed or if it becomes necessary to drain the
pool or spa, contact Viking Pools, Inc., or its agents for in-
structions.
A permanent label must be installed adjacent to the above
sign by the manufacturing licensee giving his name, address
and telephone number.
PFC-3608
Reissued June 1, 1998
2.2 Installation:
Viking pools and spas may be installed without a soil inves-
tigation by a qualified engineer, subject to the building offi-
cial's approval, provided none of the following conditions are
encountered at the site:
1. The existence of groundwater within depth of the pool or
spa excavation.
2. The existence of an uncompacted fill in contact with any
portion of the pool or spa.
3. The existence of any expansive or adobe -type soils.
4. The existence of any soil types with an angle of repose
that will not support the walls of the excavation at desired
slopes.
5. Proposed pool or spa location endangers adjacent struc-
tures.
6. The existence of any cracks or openings in soil that would
not confine sand bedding.
If any condition above is encountered, excavation must
cease immediately. The specified conditions at the site must
then be reviewed and recommendations made by a qualified
engineer. The building official must approve the engineer's
report before work is continued.
The pool or spa excavation profile must coincide with the
contours of the pool. The overexcavation is,approximately 6
inches (152 mm) on the sides and 12 inches (305 mm) on the
ends. At the deep end, the pool width is overexcavated from
8 to 24 inches (203 to 610 mm) so the first portion of the back -
fill can be manually adjusted for the initial 12 inches (305 mm)
of backfill. The overexcavation near the pool bottom varies
from approximately 3 to 6 inches (76 to 152 mm), depending
on soil type. The backfill for the pool or spa bottom is a layer
of bedding sand. This sand layer is compacted using a manu-
al tamper and water. Simultaneous waterfill and sand backfill
operations then commence. The sand is compacted with a
tamper and water. The installer must ensure that the backfill
level and water level are approximately the same throughout
this procedure. The pools and spas are installed only by facto-
ry trained and approved agents or by franchised installers in
accordance with the requirements of this report.
Concrete decks are prepared as indicated in either Figure
1 or Figure 2. Details specifically for installations in expan-
sive, clay, or adobe soils apply only when supported by the
engineer's recommendations and approved by the building
official. Forms are placed around pool or spa perimeters.
Where chains occur, pockets measuring 12 inches (305 mm)
wide and 6 inches (152 mm) deep are prepared under the pe-
rimeter excavation to ensure anchorage. The concrete is
placed within 1/4 inch (6.4 mm) of coping top and sloped away
for drainage.
Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to ClassA members of ICBO, utilizing the code upon which the report
is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen-
dation for use of the subject report.
This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the
test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express
or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability.
Page 1 of 3
Page 2 of 3
Barriers are required where pools are on premises of Group
R, Division 3 occupancies. The barriers must comply with Ap-
pendix Chapter 4, Division I of the code.
2.3 Identification:
Viking pools are identified by the following information im-
printed on the top step of the pool or spa: Manufacturer's
name, pool or spa model designation, a coded serial number
and evaluation report number.
The aboveground units also bear the label of the quality
control agency, Columbia Research & Testing Corporation
(AA-527).
3.0 EVIDENCE SUBMITTED
Plans, fabrication and installation data, calculations and a
quality control manual.
4.0 FINDINGS
That the Viking Pools, Inc., Fiberglass One-piece Swim-
PFC-3608
ming Pools and Spas comply with the 1997 Uniform
Building Code"", subject to the following conditions:
4.1 The construction and pool spa installation comply
with this report and the manufacturer's instruc-
tions.
4.2 Electrical and plumbing Installation comply with
the respective codes in effect at the construction
site.
4.3 The pools and spas are Installed by factory trained
or licensed Installers or agents approved by Viking
Pools, Inc.
4.4 Clearances from slopes as set forth in Section
1806.5.4 of the code are observed.
4.5 The pools and spas are produced by Viking Pools
at 121 Crawford Road, Williams, California. Ele-
vated units have quality control inspections by Co-
lumbia Research & Testing Corporation (AA-527).
This report is subject to re-examination in two years.
TABLE .1-POOLS
MODEL NUMBER
LENGTH (R-In.)
WIDTH'(K-In:)
DEPTH
CAPACITY (gallons)
Deep End (tt-In.)
Shallow End (R-In.)
L
31-8
14-0
7-0
3-0
13,700
N
36-6
15-3
8-3
3-5
20,000
B
25-0
11-10
4-6
Uniform Depth
8,100
K
34-0
15-5
8-3
3-5
16,000
BK
24-0
11-10
4-6
Uniform Depth
6,000
RC
31-4
14-0
5-10
3-4
14,000
MK
27-10
14-4
5-10
3-6
10,000
BL
40-0
11-11
4-6
Uniform Depth
139200
BFF
25-7
12-0
6-0
3-6
9,000
GP
33-0
15-0
6-0
3-6
14,800
FF
30-0
14-0
7-0
3-0
13,000
BKD
24-0
12-0
5-0
3-6
6,000
SL
39-0
7-6
4-0
Uniform Depth
6,500
BP
38-0
16-0
6-0
3-6
18,000
SFF
24-0
12-0
5-0
3-6
6,000
RS
30-0
14-0
6-6
3-6
12,500
GC
40-0
16-0
6-0
3-6
19,600
OS
35-0
16-0
6-0
3-6
15,000
RP
31-0
14-0
6-0
3-6
12,800
FP
25-0
12-0
5-6
3-6
6,000
CD
33-0
16-0
5-6
1 3-6
1 15,000
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 gallon = 3.79 L.
TABLE 2—MINI-POOLS
SERIES
LENGTH (i!-In.)
WIDTH (ft-In.)
DEPTH (R-In.)
CAPACITY (gallons)
MP
14-6
9-6
4-0
2,500
MFF
14-0
8-6
4-0
2,100
MLL
15-10
8-6
4-0
2,200
MTK
16-0
9-3
4-0
2,300
ASP
15-0
8-6
4-6
2,100
SAP
21-0
9-6
4-0
2,800
TE
18-0
10-0
5-0
2,600
SP
20-0
11-0
5-0
3,600
BL
22-0
7-6
4-0
3,500
SK
1 20-0
1 10-0
5-0
1 2,750
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 torn, 1 gallon = 3.79 L.
TABLE 3--SPAS
SERIES
SHAPE
WIDTH OR DIAMETER
(ft.-In.)
DEPTH (ft.-In.)
CAPACITY (gallons)
RS
Round
5-8
3-0
275
OS
Octagonal
6-0
3-0
375
SS
Square
6-6
3-0
295
LOS
Octagonal
7-6
3-0
450
LRS
Round
7-0
3-0
420
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 gallon = 3.79 L.
Page 3 of 3 PFC-3608
C�
TABLE 4—ABOVEGROUND (191/2 Inches)
SERIES
SERIES
SERIES
SERIES
RS
LRS
MK
MFF
OS
B
ASP
MLL
SS
BK
SAP
MTK
LOS
BFF
MP
BKD
SL
HL
SP
SK
TE
For SI: 1 inch = 25.4 mm.
6"X6"-W1.4XW1.4
WIRE MESH OR
REBAR NO.3, ON 2' O.C.
EACH WAY.
FOR CLAY (ADOBE)
SOIL ONLY
SO" MIN.
SLOPE 1/4=1' 9"
..•X,:_,:•X._ III
.
2 a • 6"
1•�, �� �• 10"
• , ... .
a I Il -
- " all III III
tom°='",�� :; I 1/4 GALVANIZED
CHAIN FOR CLAY
'11 (ADOBE)
c� 3" THICK COMPACTED SOIL ONLY
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
SAND (ADOBE) SOIL ONLY
6" FIBERGLASS
POOL SHELL
10"
TYPICAL CONCRETE DECK
FIGURE 1
MOUND DIRT
MAXIMUM AROUND POOL OpTI0NAL
19 1 /2" APPROX. 6" WOOD DECk
I=III
= II=11
1117 III II�II�IaII�
TYPICAL ABOVEGROUND INSTALLATION
FIGURE 2
APR-20-2000 12:49
14 6 f 5 �1 4
CHICAGO_ TITLE LYNNWOOD
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425 775 3855 P.05i05
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SP S-f7-$4
RECEIVED
APR 2 6 2000 78
DEVELOPMENT SERVICES CTR,
CITY OF EDMONpS
O t 79 +
1 9 0 th
ST
of
80 02 t
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TOTAL P.05
APR-20-2000 12:47 CHICAGO TITLE LYNNWOOD 425 775 3855 P.02i05
CHICAGO TITLE INSURANCE .PROPERTY .PROFILE'=
Snohomivh (WA)
OWNERSHIP INFORMATION
Parcel Number : 1327 034 024 00 05 RT.SQ : 03E -27N .13 -SE
Bldg Id Number : 1 of 1
Record Type : Unplatted Development Type : Res
OwnerA axpayer ; Koeller Gerald
CoOwner
Site Address : 19012 Olympic View Dr Edmonds 99020
Mail Address : 19012 Olympic View Dr Edmonds Wa 98020
Phone Owner : Tenant :
SALES AND LOAN INFORMATION
Recording Data: 07/20/1999 Loan Amount : $238,000
Auditors Fee # : Lender : Continental Savinos Bank
Sale Price : $388,000 Loan Type : Conventional
Deed Tvpe Interest Rate : Fixed
Vo Owned : 100 Vesting .Type :Unmarried Person
ASSESSMENT AND TAX INFORMATION
Lund : $172,000 Levy Code
Structure : $96,300 1999 Taxes
Taal : $26$,300 Senior Tax
Improved : 36 School Dist
Excise Number : 478983 Exemption
PROPERTY DESCRIPTION
Easement
Census
: Tract: 503.00 Block: 6
.Neighborhood Code: 526
MapOrid
: 454 H3
Zoning
: Rs-12000
Zoning Rest
Actual Use
Building Name
Land Use
: 11 101 Res,Sgl Family Res,Detaclied,l Unit
Subdivision/Plat
legal
: RT-23) E 115 FT rDT BAAP 450 FT N &
30 FT W OF SE COR GOVT LOT 3 TH
S88* 33 OOW 240 FT TH NO] *52 OOW.-
Yo!
Page:
: 00210
: $3,459.45
:T
Profnle-Page I u/. 2
The Informahon Provided A Deemed Reliable, But Is Not Guaranteed
APR-20-2000 12:47 CHICAGO TITLE LYNNWOOD 425 775 3855 P.03i05
•=CHICAGO TITLE INSURANCE PROPERTY PROFILE=
Snohomish (WA)
Parcel Number . 1327 034 024 00
LPROPERTY CHARACTERISTICS
Bedrooms
: 3
1st Floor SgFt
: 1,476
Lot Acres :.55
Rcah Full
' I
2nd Floor SgFt
Lot S9Ft : 23,958
Buth 314
: '1
3rd Floor SgFt
Year Built :.1948
Both 112
4M Floor SgFt
:
E f YearBh : 1948
Balh?'otal
: 1.75
AboveGrnd SqF
: 1,476
Bldg Type
Flooring
: CrpllVinyI
13srnnt Fin SgF1
: 1,465
Ronl'Type : Wd Shako
Fireplace
: 2
Bstnnl UnFin SF
Rogj Shape : Pitched
Ilcal Type
: Forced
Bsnint Total SF
: 1,465
Siding : Siding
Garage
: Attached
Loft SgFt
Foundation: Concrete
Units
: 1
Building ,SgFt
: 2,941
Construcin :
Sauna
Deck Sgrl
Grade : Avg
Spa
Patio SgFt
: 425
Bldg Cond : Avg
,Sluries
: 1
Porch SgFr
.240
B.smnt Type:
Gr e SgFt
- 396
Bsrnni Grade
: Avg
lI U1LT INS UTILI17E.S
Rangeloven: Elect Svc. : Pole
hood/Fart : Water Src : Public
Dishwasher: Yes Sewer Type., Sewer
Vacuum
tbficrowuve
Grb e Disp : Yes
Intercom .
OTHER
INFORMATIdN.
Elevator :
Waterfront Type
Fire ,Sprinklers :
Waterfront Qlty
Slreet,Surfuc•e : Blacktop
Lowlands
.Street Access, : Yes
Tidelands
Sidewalk
Topography
Ground Cover : Cleared
7bpography Prb
Right to Farm :
View Quality : Avg
Right to Forest
Profile -Page 2 (?f 2
The Information Provided Is Deemed Reliable, But Is Not Guaranteed.
�r..
DATE RECEIVED ( ,
S 2 U
PERMIT EXPIRESres
CITY
USE
ZONE PERMIT �-5—'
OF EDMONDS
(/ NUMBER.
CONSTRUCTION PERMIT APPLICATION
AODBDRESs rJ suITE/APTa
/
y�
O CS V,
OWNER N EMAME OF BUSINESS37-
PLAT NAME/SUBDIVISION NO.
LOT Np.
LID NO.
L
CC
MAILING ADDRESS
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t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC '�
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL
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STATE SURCHARGE
¢ PERMIT APPLICATION: 180 DAYS
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a PERMIT LIMIT: 1YEAR -PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
N APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESQRS y'
Uj IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF j i .LANDSCAPING "�•
i EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND, t r " •. \
'. INSPECTION FEE.:`..'.
a ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY'.
= FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE RECEIPT
PLAN CHECK DEPOSIT
a DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
= NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' RECEIPT
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
- (425) OF ICI S SI DATE
SIGNATURE WNER OR AGENT) 6 DATE SIG ED
5 13
771-0220
SED BY �-� DA
ATTENTION EXT 333
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IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 77� -0221 "" '"V '�.ck .:., j r' r-}•;• ;;) 1
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A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-.
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX ORIGINAL- FILE YELLOW - INSPECTOR
PINK - OWNER GOLD
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I—P'L NTING AREA
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EXISTING ROCK
TERRACE
OLYMPIC VIEW DRIVE
185.00' PROPERTY LINE TYPICAL
NORTH SOUND DESIGN
115 4TH AVE. S. STE. E
EDMONDS, WA 98020
(425) 771-5283
IMcpF�;f10T�1 R+�UIR�D
I 63._g
GRASS AREA
— — 25' SETBACK LINE — — — — _ — — — I MERICONTRACTOR IS RESPONSIB FOR
EROSION CONTROL AND
I PROPO ED � � I
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I o A pT I� N �4R$Q T. 2 - GRASS AREA
I 14
EXI5TING RESIDENCE N e o
1WO SOFT. (FOOT PRINT)
156m SOFT. BASEMENT F m
F TOTAL 34W SOFT. (HABITABLE AREA) w m
Lu I I PORCH Q 6' CHAIN LINK FENCE Ig I ��
PLANTfNG REA ENTRY I 0,104 E C >� I V Er D
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3m'-B�" IS'_m" I�'-Im2" 9 POWER' / I MAY 9 �000
PAVE DRIVEWAY PATIO I / I
r I DEVELOPMENT SERVICES CTR.
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�O~ _ I I CITY OF EDMONDS
PARKINCs PLANTING AREA �, Qlei
U i w 36" TO 48" ROCK LUALL E ISTING V�
Z PLANTING, AREA � 16•m" a-3' 1m-2"
V I 8x10 POOL
EQUIPMENT
Q �i A •1m2 C m2 I
In SLAEs AND
COVERED STORAGE
w GRASS AREA D s
Q�t'
CRA L NE TO PATIO Sxl6
I �EuIEB_LNE— J
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— —EXISTING CONCRETE RETAINING10' SET5ACK LINE WALL — — — — — — — — — — — — — — — — — — — — —
SEWER LINE - — — CED FENCING PICAL —
EXISTING 185.00,
MANHOLE
POOL HOUSE HEIGHT ATTACHED GARAGE ADDITION
EXISTING SMALL JUNIPER SHRUBS
A +102 102x4=406/4=102' AVE A +106 420/4.105' AVE
B +102 102 4.25 = 121' MAX 54104 105 + 25 = 130' MAX
C +102 114' = ACTUAL C +10(o 116' ■ ACTUAL
EXISTING MATURE LAUREL HEDGE D +102 D +104
ENGINEERING Hek-P-�,JVAL AS NOTED
PLOT FLAN V PARCEL NUMBER: 1321034024 0005
SCALE: I" " 29>'-O"
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19012 OLI;MPIC VIEW DRIVE
EDMONDS
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RECEIVED
APR 16 1000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
20' SETBACK LINE _
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GARAGE Q
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EXI5TING RE5IDENGE o 0
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IVEWAY PATIO Ln
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GRASS AREA = I CABANA!
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EXISTING SMALL JUNIPER SHRUBS
EXISTING MATURE LAUREL HEDGE
FLOT FLAN
SCALE: I" - 20'-0"
NOTE: POOL SPECIFICATIONS:
vIKING BRAND PREFABRICATED FIBER GLASS
IN -GROUND POOL, STYLE-ST.THOMAS, 14'x31'-6",
DEPTH-3'-6" TO 1'-0", A.G.P. CONSTRUCTION
(ADVANCED COMPOSITE POOL)