23622 79TH AVE W.PDF111111111111
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23622 79TH AVE W
TAX ACCOUNT/PARCEL NUMBER: ev
BUILDING PERMIT (NEW STRUCTURE): 2004-1000
COVENANTS (RECORDED)
CRITICAL AREAS:- DETERMINATION: E] Conditional Waiver R Study Required [!r-W'aiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: / ?1-9 la I
PARKING AGREEMENTS DATED:
7
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: 1012-5k
SEWER LID FEE $: LID #:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
0)
WATER METER TAP CARD DATED: (57�
LOT: BLOCK:
LATEMP\DS'Ps\Forms\Street File Checklist.doc
CA
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005
7,9 tx A VE
APPROVED AS NOTED
�Y ENGINEPRING
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17-
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< WORK
Afif�0
J115-
4 OR EQUAL L15E STAPLES
*T 9 4'O.0
OR WIRE RINGS
4+
11 Iul
L-17
BURY BOTTOM OF FABFPJC
MATERIAL IN 8' x 12" TFZEN04
2" x 4" OR EQUAL
POST a' 4' OC.
USE STAPLES
OR WIRE RINS5
FILTER FABFJC ON
2" x 2" 14 GA WIRE
FABRIC
'V WASHED ROCK —
NEWLY GF?.ADED OR
EASTURBE�
--- sr�L 11
WIN=
PT 50TTOM OF 9ABRIC
ERIAL IN 8"Y12' TRENCH
ILTATION CONTROL FENCE DETAIL
n'ro SCALE
4'-6* CLAWr SPALLS
i L INSTALLATICN THE AREA OF THE ENTRANCE SHALL BE
CLEARED OF ALL VEGETATION, ROOTS AND OTHER
OB.ECTICNABLE MATERIAL THE GRAVEL SHALL BE PLACED
To THE SPECIFIED OPEENr ANY DRANAr
'IONS E FACILITIES
REQUIRED BECAUSE OF WA.SWING SHOULD BE
TO THE SPECIFICATIONS IN THE PLAN.
USED THEY SWOUILD BE INSTALLE ACTURE
D To '�F
=
SPECIFICATONS
_:r*
2. AGGREGATE 4' TO 6' CRUSHED BALLAST RDCK
C=
3 Dmusim Dreams- THE Aow;Er.ATE LATER MUST >
C=)
BE AT LEAST 6 INCHES THICK IT MST D(TEM THE FULL
UDTW OF THE VEHICULAR INGRESS AND E6RES6 AREA. '149
LENGTH OF THE ENTR44CE MUST BE At LEAST 50 FEET LONW
4 UASPNG: IF CONDITIONS ON THE 54TE AFE 9JC44 THAT
MOST OF THE rW 15 NOT REMOVED FROM VEMCLE TII;E5
CONTACT UTW THE GRAVEL. THEN THE TIRES POT BE =
BEFORE YE141CLES ENTER A PUBLIC ROAD. WASW WATER
MUST BE CAJ;!RIED AIUAY FROM THE ENTRANCE To A SETTI. OW
AREA TO REMOVE SEDIMENT i A WASH RAM MAY ALSO BE
USED TO MAKE WASHING CONVENIENT AND EFFECTIVE
9. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION 114104 ULL PREVENT TRAOCING OR FLOW OF MUD
ONTO PJBLIC R*HTS-OF-WAT. THIS MAT REQUIRE PERIODIC
,OP DRESSING UTW 2-INCW ST01E. AS C4NDITION5 DEMAND,
AND REPAJR AND/OR CLEAN OUT ANY STFUCTUI;ES USED TO
,RAP 5ECrENT. ALL MATERIALS SPILLED ONTO ROADUAT
OR INTO STORM CRANS MUST BE REMOVED IMMEDIATELY.
'-MP. GRAVEL CONSTRUCTION ENTRANCE
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PROJECT DATA
SITE ADDRESS :
23(oXX 113TI4 AVE i WEST
EDMONDS, WASWINGTON
LOT SIZE (APPROX) 4,991 SF
LOTCOVERAGE:
FOOT PRINT
Ifv03 5R
PATIO
roo SF.
51DEWALK
215 SF.
DRIVEWAY
684 SF.
TOTAL BUILDING
CO/ERAGE
Ifo03 5F.
TOTAL IMPERVIOUS
2022 SF.
SURFACES
BUILDING COVERAGE
'(-03 -32%
4991
LEGAL DESCRIPTION:
TAX NUMBER: .
OVED BY PLANNING
WY ia,14610 v
Zone0fl-Y Cor
Setback Required
Front to,
Sides ta
Rear to'
PROJECT TEAM:
DEVELOPER
PAW AVENUE BUILDERS, LLC.
12221 VILLAGE CTR PL. SUITE 205
MULKITEO, WA. W215
ARCIIITECT
JAMES THOMAS, ARCJ41TECT
ARCNITECTURAL DESIGN ASSOCIATES=
2221 EVERETT AVENUE 1201
CO LUN
EVERETT, WASHINGTON W201
LU
(425) 259-M( .1
STRtICTtJP,%L ENGINEER
L.LJ
CHRJS COVINGTON
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STRUCTURAL DESIGN ASSOCIATE50
NORT14 STAR BUILDING
I= >-
2210 HEWITT AVENUE, SUITE 1401
CL CID
r
EVERETT, WA W201
(425) 3313-02"33
SHEETINDEX:
SP-I 51TE FLAN
A -I
MAIN FLOOR PLAN
A-2
UPPER FLOOR PLAIN
A-3
ELEVATIONS - FRONT, REAR
A-4
ELEVATION5- LEFT SIDE, RIGHT SIDE
A-5
FOUNDATICN PLAN -MAIN FLR FRAMING
A-6
UFFER FLOOR FRAMING PLAN
A-1
ROOF FRAMING PLAN
A-8
WALL SECTIONS and DETAILS
A-S
GENERAL NOTES
A-10
BUILDING SECTION
6-1
STRL. NOTES, SCHEDULES 4 DETAILS
5-2
STRUCTURAL DETAILS
Other
Height /"Ikx -
I P
t
00 0)
z
00
SITE PLA
CITYIII, III s 10
ugOrNC ;ZETE
I STOPS
A/C DRIVEWAY
1 2
No
Actual
(0?0'
TYP. N[ 00-�1'07"
E 118M
OVERALL LOT PLAN
SEUER
EASEMENT
% 10
I
J
CRETE
I EEL 5TOF
Ala DRIVEWAY
I
3� 4
J. — —
116.00 1 9 -0,
TYR
:1 4
A
8 !n
DOINSPOUTS SHALL
TERMINATE *
SKA514 BLOCKS TYP.
0
00
00
z
w
n(..-.— —
z
z
U —
U
z
;-4
7
z C
24087
SIM
1 /13
. . 'PLANNING DATA .
New Commercial / Mulffamily Proiects
�.T�?A 7q LV,
SITE ADDRESS: ZONING: RIVI
OSED: /Ve%,,/ oveley, ALLOWED?: Yo
USE(S) PROP
LEGAL NONCONFORMING LAND'USE DETERMINATION ISSUED /kro
CUP File: To Allow What Uses?:
ADB FILE #:
PARKING:
b t dfo a vo\ r—,
Use: No. Spaces Required:
X I (floor area,# employees, etc.)= 1,
No. Spaces Required:
6dr&, V-FT
Use: 3
X
(floor area, # employees, etc.) I,&
Use: No. Spaces Required:
X (floor area, # employees etc.)
Use: No. Spaces Required:
X (floor area, # employees, etc.)
Total Required: Actual Provided:
SETBACKS T
.3 CA�
Required Setbacks:
-Front: 10 Left Side: I(t' Right Side: Rear:
Actual Setbacks: lool
ide: Right Side: Rear: 0
Front: Left S
_5 Street. -map checked for additional setback required? _(Ye
dKll S(1�9
MAXIMUM FLO OR AREA:
Maximum Allowed: Actual: 0, 0
a Ila W-ed
BUILDING HEIGHT:
a !rnum Allowed: Actual Height:
M x
0
Modulation Allowed?: Modulati n Height:
'P
r
Datum Point: C Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
z
0
LANDSCAPING:
Matches ADB a p
Bid Provided? Bond Amount (100% bid):
t:
CRITICAL AREAS #: CA - 00
SEPA DETERMINATION: -e Y, e
z
SHORELINE REQUIRED?: NO
Ll
Continued ...
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DATE: 5/0 PLAN CHK#: . 6t[
NAME OF BUILDING PERMIT APPLICANT: PouK 4vtm qold�l,%�f
PROJECT DESCRIPTION: Aff %I, ov
ADB FILE #: OR WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION: S—ol —
ll*-�
LOT AGGREGATION REQUIRED?: Afo
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?
OTHER:
PlanReviewBy: Kj) cecl��
1Alibrary\'\PlandatNewComm.doc
RECEIVED
CITY OFEDMONDS
0 N
CONSTRUCTION PERMIT APPLICATION
R NA ME
OWNER NAMEMAME OF BUSINESS
A 0 t' I A e_ A/0 /15// _01
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M AILI R.
ADW ESS
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;ING
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CITY ZIP
TELEPHONE
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NAME 7_1
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Are L:4,e4e4,r, e.5 f' 6- AJ
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ADDRESS
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CITY- ZIP
zip
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TELEPHONE
OdeIre 4 4 �f'20
#Zjr - 0 ( . ( . f
NAME
BL#
0
AT)DRES-S-
CITY ZIP
TELEPHONE
0
STATE LICENSE NUMBER EXPIRATION DATE
CHECKED BY
PROPERTY TAX ACCOUNT.. PARCEL NO.
_j
0 -77 2-
[a-IrE-W ""tk/FRESIDENTIAL t!(VL,UMBING MECH
COMPLIANCE OR
ADDITION COMMERCIAL 1:1 CHANGE OF USE
REMODEL 121"MULTIFAMILY 1:1 SIGN
_j
,E:] R&AIR GR G FENCE
�k CYDS 13 ( X FT)
DEMOLISH Lj TANK 1:1 OTHER
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GARAGE RETAINING WALL o F:RE SPRINKLER
CARPORT kOCKERY F RE ALARM
0
(TYPE OF USE, BUSINESIS OR ACTIVITY) EXPLAIN:
!3
a
NUMBER
NUMBER OF
CRITICAL
M
OF
7-
DWELLING
AREAS
0
STORIES
UNITS
NUMBER
DESCRIBE WORK TO BE DONE
0'ot%S4rc..e4,,'o. o f d(A
1',, c o,^ e bed
ro o u.^ f !:�m el o,4 e ee J -
r ou&% UA #,4-, V '111 121,
ghlyz
lax-11
Ave- I n*2
-bill
S2W
51!:�
HEAT SOU CE !
GLAZING %
LOT SLOPE
& A �5
-
PLAN CHECK NO: VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
1=
2
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
3
DOMAIN. (CURBS, SIDEWALKS,- DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PE RMISSION.
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PERMIT APPLICATION: 180DAYS
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
. SEEBACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING'DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE
9
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
01
NOR LIMIT IN ANY WAY THE C17YS ABILITY T . 0 ENFORCE ANY ORDINANCE PROVISION. -
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
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRLIC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
W.ORKMEN'S C(�M"ATION INSURANCE AND RCW 18.27.
SIGNORIEWNEZRIONT)
DATE SIGNED
<_
_7
Ih I L'q
7. PERMIT EXPIRES
—1114
-0
USE PERMIT
ZONE
& N U M R 9 R
JOB
44
SUITE/APT#
ADDR�� 4 71 - 4 oe
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
7 001
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
Rw Permit Required
Street Use Permit Req'd
,,EXISTING PROPOSED
Inspection Required
13
Sidewalk Required
REQUIRED DEDICATION- FT
Underground
Wiring required 13
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YE NO 13
SK
.
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REMARKS
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OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROLJDRAINAGE'
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MP2 7—jf-,�q ll"A�
_ 6Kr
EERING REVIEWED BY DATE
(4'mg 2
REVIEWED BY DATE W
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VARIANCE OR CU
SHORELINE OR ADB#
I BON
DO
REQk
I
POS TE
I
31NSPECTION
YES No
$
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
I A
X5 I dl'!�
EXP
LOT COVERAGE
REQUIRED SETBACKS (FT)
PROPOSED SETBACKS (Fr.)
ALLOWED PROPOS D
0
FRO�T SIDE,, REAR
/
FROF LIP SIDE/REAR
q5 %, 3X 0,
10 16 1 0
dA 10415 to
z
E
I I 4
z
PARKING
'REO'D PROqED jq,1q7
q I
LOT AREA
P6kNNING REVIEWEDSY
W/o
DATE
I AS/0 y
CHECKED BY
NSTRUCTION
CODE
1
OCCUPANT
GROUP E __�
'��C
a
SPECIAL INSPECTION
AREA
_�6
OCCUPANT
REQUIRED YES
LOAD
3EMARKS
z
DROGRESS INSPECTIONS PER UBC 108/IBC109/IRC109
FINAL INSPECTION REO'D
Z�V'
IIIII&Y'61,
k(j plile-7
NIRM0.94"593
P
JI
VALUATION
$ J9,Tj
Description
FEE
Description
FEE
Plan Check
State Surcharge
Building Permit
City Surcharge
Plumbing
Base Fee
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Pl5npok. Deposit
I
Fire Inspection
—
(-I'
F(eceipt #
Landscapelnsp.
I
Total Amt. Due
f
Recording Fee
Receipt #
CALL
FOR INSPECTION
(425)
771-0220
APPLICATION APPROVAL
This application Is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt is acknowledged in space pro ded.
I S S113NA-PRE
DATE
REL.V, bED BY DATE
ATTNTION DIU 1333
ITIS U6CAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL
INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OFOCCU- ORIGINAL -FILE YELLOW.
PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110. PINK -OWNER GOLD -ASSESSOR
09/03
PRESS HARD -YOU, ARE �MAKING 4 COPIES
FILE NO. --,7 -Z-
Atical Areas Checklist
--------------------------------------------------------------
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: Q3 &,�o 1, 2-Y
2. Property Tax Account Number:
3. Approximate Site Size (acres or square feet): k
4. Is this site currently developed? X yes; no.
0
If yes; how is site developed.,
5. Describe the general site topography. Check all that apply.
X Flat: less than 5-feet elevation change over entire'site.
Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of
I 0-feet over a horizontal distance of 3 3 to 66-feet).
Steep: grades of greater than 3 0% 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 of year-round standing water: n o Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water cou . rse.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Y) () — Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow -shrubs mixed
urban landscaped (lawn,shrubs etc) X
11. Obvious wetland is present on site: D
2' SCSffiappedsoU.ry�e(s)?-.7,N=.
etland inventory bfC A..'.�map ind.!c4tqs *dtlAtid pi&iedt ori S'it0-::.*
4::..-Ctitica'*!'*A.r,easinvento*:r'y'**p�.'(�..*A:'m""a:':':m'di eisCfitial*Ar6oft��:
19 At�.. . su. at area?
site:'da" ftated on t . e. nWo nm et . tA . entitiye Area�'Ma�?.
City of Edmonds
N,TW CRITICAL AREAS CHECKLIST
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 infonnation (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, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
Name
(-9-
Street Address
Cz�A4� UJ C( to
City State zip
6 �'Lo) C) (-9-
Telephone
Signature
Applicant Representative:
7Yk % M �� (--� Q— <-) er-k�
Name
-�L S -U�<� q o
c
Street Address
City State Zip
Telephone
Sigiia-
0 0
Date Date
c:rcccpdon\jana\cac1.doc (over)
Q
U— PROJECT DATA LEGAL DESCRIPTION: H EIGHTCALCI I LATIONS: 2x4 OR EQUAL
LLj LU 51TE ADDFZE55 USE STAPLES 2x4 OR EQUAL PO
1 0 - �05T a 4'O.C. ST * 4' oc.
23622 ISIth AVE. LEST LOT 5 WILLOWBROOK DIvNO.I ACCORDING TO 0369.5 36-35 36S5 369.5 USE STAPLES OR UARE RINGS
THE PLAT THEREFORE RECORDED IN VOL 31 OF OR WIRE RINGS
EDMONDS. WASHINGTON FLATS, PAGE 61, RECORDS OF SNOHOMISH CO, WA. 1418 3695 AVERAGE GRADE n
FILTER FABRIC ON
f 0 '
�' 'I Rl
4 2" x 2" 14 GA WIRE FABRIC
4
3 MAX ALLaMD WT.
LOT SIZE (AFPROX_) 4,991 5F. TAX NUMBER:
if if
t,ar COVERAGE: 004244-000-M-02 3/4" U)AS-SwIED ROCK -
OR
11 if GR
0
BLDG. FOOT PRINT If603 SF. R
NEWLY GRACCEF,
,5TUK5 D 5,
SHE
FL
(E) CATCH B IN III,
PATIO 60 S.F. COMECT TO (E) CB PER DISTURBED 1.
RIM EL. 363 3' CITY OF EDMONDS FLO
51DEWALK 215 SF. W SEDIMENT T fl__
DRIVEWAY 684 5F. SP-I SITE PLAN 11 11
u u
TOTAL BUILDING 1,603 S.F. A-1 MAN FLOOR PLAN
tv)
SHEETINDEX: P TANDARDS
BURY BOTTOM OF F BRIC BURY BOTTOM OF FABRIC
c/) COVERAGE A-2 UPPER FLOOR PLAN 79TH AVE. W L= 5.0 V
N TOTAL 1MPERV10JS 2,622 SF. A-3 ELEVATIONS - FRONT, REAR MATERIAL IN S' x 2 TRENC MATERIAL IN 8"A2' TRENCH
..c C-3 SURFACES A-4 ELEVATIONS- LEFT SIDE, RIGHT SIDE SILTATION CONTROL FENCE DETAIL
x A-5 FOUNDATION PLAN -MAIN FLR FRAMING
"-I- �z 1&03
LLJ 0 C) BUILDING COVERAGE 3 2 9. A-6 UPPER FLOOR FRAMING PLAN
A-1 ROOF FRAMING PLAN GRADING CALCULATIONS
0
(D PROJECT TEAM: A-8 WALL SECTIONS and DETAILS < CRAULSPACE EXCAVATION z T / 1603 5F - 3206 SF= 118.1 CU.YRDS.
113 > LILJ LU DEVELOPER A-9 GENERAL NOTES
PARK AVIENUE BUILDERS, LLC. A-10 BUILDING SECTION �(Otb FOOTING EXCAVATION - 225 SF - 83 CU. YRDS
12221 VILLAGE CTR FIL. SUITE 205 DRIVEWAY , PATIO 4 WALK EXC.AVATION 6 b" 10n SIF 31.1 CU. YRDS
C) 6-1 5TRL. NOTES, SCHEDULES 4 DIET
AILS TOTAL EXCAVATION 164.1 CU. TRIPS
MULKITEO, WA, W215 5-2 STRJCTUR4L DETAILS IS,
ARCHITEC7 AL WbSEO-WRFACESTO 4S, 1(sl
JAMES THOMAS, ARC441TECT 10..w ol
ARCHITECTURAL DES16N ASSOCIATES z OOWRE& WITHIN -2 -DAYS' 29'
2221 EVERETT AVENUE -201
as a (A .4
EVESETT, WASHINGTON W201 14*.,3-
ck c__1
44 (425) 2513-0661 0 4- W. SOLID
24'LOW
STRUCTURAL ENGINEER NOTES. 24* W. IT;'. 141� PIPE TO DETENTION
CHRIS COVINGTON ALLINNIZED STEEL PIPE
OR OTHER APPROVED PIPE
STRUCTURAL DESIGN ASSOCIATES L. C.0 Enti—i.S Di�Wou (771-=O) for A tighdine d clacaboa -y-t- i-p-ti-
W- bwJLrdLiog W lb, F6.1 -p-ti
NORTH STAR BUILDIW5 DETENTION PIPE PER
DETAIL BELOW
2210 LIEWITT AVENUE, SUITE 1401 2. Rcqxmsibility fw opmtim And nutint� of dmimp sy� m piAta prop -my is do
E -%Sc
0 EVERETT, WA. W201 msp .. ibifity.fthp,.pny Mat-W—no-I., itbm�gpipatbfi..W.
-t.0—v.df..th..mhbui-w.fl-p.p-.p.r.ti.a. Tbo.UdcoUW.dfi- 10,15 _7z rALL�
(425) 333-0293 T�,
u INATE
"I PIPE
*DESIGN DA TA ..... . A LEADING -,ON
�O RETEN
.36,
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
3 It.
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2SR 3( .15
/,A
in
1.0 0
0
v 19
m _1 If I I K c_
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SANITARY
In
r *4—e :rjo-r-i SILIJER EASEMENT
4'-b'CLARRY 5PALLS M ri-O I I AF NO. 2WWW3
L INSTALLATION: THE AREA OF T�E ENTRANCE SPALL BE FOOTING 1111TI CATCH BASIN I
(D FLR
Z rl EARED OF ALL VEGETATM ROOTS AND OTWER MAIN FINIO
_D
D,lv—
TO BE TIED INTO EL 31
OBJECTICR�APLE MATERIAL T�E GRAVEL 5;4ALL BE PLACED
TO TWE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES
WcUIF;ED BECAUSE OF WASWW3 5WIDULD BE GONSTRUCTED DETENTION Sy.TWROSS SECTIO� Uj
TO TI-E SPECIFICATIONS IN T�E PLAN. IF WAS14 RACKS ARE ir
USED TWET 5WOULD BE INSTALLED TO THE MANLFACnMR'S ro-
5PEGIRCATICN5
zl-
2. AGGREGATE 4' TO 6," CFWSkW BALLAST ROM
3. ENTRANCE DIMENSICINS: DIE AGGREGATE LATER MST m
BE AT LEAST 6 W_WS T)4KX IT MUST E)(TEND T�E RILL 0
ca UDTW OF T�E VEWICULAR NGF;ES5 AND EGRESS AREA THE 3(
LENGTH OF T�E ENTRANCE MUST BE AT LEAST 50 FEET LONG.
4, WASWING: IF CONDITIONS ON TWE SITE ARE 9JCWTl;4AT P� mwt-6-
M05T OF TWE MUD 15 NOT REMC`VED FROM VEWOLE TIRES BY Lu
La
CONTACT tUlTW NE GRAVEL, TAN T�E TIRES MUST BE UAS�ED cm
:> BEFORE VEWICLES ENTER A PUBLIC ROAD. UAS14 WATER : ."/ N �TE
10 UN T -
0 CAARED AWY FROM TWE ENTRANCE TO A 5ETTLING R OFF SPREADER. TRENCH n T
MST BE U14EEL TjjTO
AREA TO REMOVE SEDIMENT. A WASW RACK MAY ALSO BE I / IsrKNr-RETE
USED TO MAKE WASWING C04VENIENT AID S:FECTIVE. F0077NG DRAINS (SEPW TO -DETENTION SMEM 511�RtLl< , �j r I
CC 6 - W"E 'TOPS
%Rt)IVEW
5. MAINTENANCE T�E ENTRANCE SWALL BE MAINTAINED IN A DdIVELUAI -/C A y
CONDITION W14CW ULL PREVENT TRACKW. OR FLOW OF MI)
U INSP�=NS REQ'D Ac'rc 0� ro r
ONTO FLIBLIC =S-CF-WAY. TWIS MAY REOUll;E PERIODIC
TOP OFESSW. WITW 2-INCW STONE. AS CONDITIONS DEMAND, 1 3 4
AND F;EPAIR AhDIOR CLEAN OJT ANY STRUCTURES LZED TO CALL 425�7_71.V4% D--T_13
pA N (10051-07" El miml
TRAP SEDIIENT. ALL MATERIALS SPILLED CNTO ROADIAY 51 1,
OR INTO STOW DRAINS MUST BE REMOVED MMEDIATELI� 40"
TEMP. GRAVEL CONSTRUCTION ENTRANCE
FILE NOT 11) SCAII.E SITE PLAN
I
7=-
(D
�4 1 Prcc &S-s- E-A-Y CmEw7-
1"\
Permit No:
City of Ed ' inonds
RIGHT-OF-WAY CONSTRUCTION PERMIT IssueDate: r5z&2`620Q:�
A. Address or Vicinity of Construction: 7 3 (o 7 2 -- 7 .4 tbr ,J F d^,,,,, q Vo 2
B. Type of Work (be specific):—,,- A 0,- 0 42 0 4-4
r
C. Contractor: C.) o e r. 6 y c', u C, Contact: 0� 4
r%� q
Mailing Address: 3 1) 7 57- 3 s Phone:
rf\A r a, tJ J- '1 -6 X-7r— 6
State License #: o jo ee *Aw Liability Insurance: Bond: $ 00 0
City Business License #:
A Side Sewer Permit # (if applicable):
D. Building Permit # (if applicable):
E. F71 Commercial Subdivision City Project M-'E�UC(P . UD, VERIZON, PSE, COMCAST, OVWSD).
7 Multi -Family E] S.ingleFamily E��Other. ------
fNSPtCTOR:
F. PAVEMENT CUT: �KYES F� NO G. SIZE OF CUT x
CONCRETE CUT: 71>c§ D NO
G. E] Mail Approved Permit Call for Pickup
APPLICANT TO READ AND SIGN
INDEMNITY. Applicanti understands by hislher signature to this application helshe holds the City of Edmonds harmless from
i . nj . urt . es, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City -of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITYFORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
. T a'ir I'and public safety shall be,in accordance with City regu . lations as required by the City Engineer'. Every
r i�'contro"
flagger must be �trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training ini,their possession.
Restoration is to be in accordance with City codes. Ail street -cut trench work shall be patched with asphalt or City-
approve'd,-material prior to the end of the workday - NO EXCEPTIONS.
Three sets of construction drawings.of proposed work are required with the permit application.
f7AILL DIAL -A -DIG (1-800-424-5555) PRIOR TO'BEGINNING WORK'
IHAVEREADTHEABOVEFf-T'A �EMENTSAND UNDERSTAND. THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THAT I MUST MAKE THE C OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature:
Date:
(Contractor'or Agent)
REQUIRED INSPECTIONS: T J2JU 4A,1/Vr__r7-/QU
4-
Call 425- 771-0220, Ext. 1326for a 24-hour voice -recorded. inspection request line.
FINAL APPROVAL OF PERMITTED WORK:
I
s
DATE:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
CADocurnents and SettingsTuiiisNy Documents\Fonns\Engnrng\ROWpermit_.doc Revised 10/01/03
IN THE NW 1/4-J SW 1/4, SECTION 31, T.27N.', R.4E... W.M.
CITY OF EDMONDS SHORT SUBDIVISION NO. S-2001-11
SNOHOMISH COUNTY, WASHINGTON
DECLARATION OF SHORT SUBDIVISION. COVENANTS.,
CONDITIONS, AND RESTRICTIONS
KNOW ALL PERSONS BY 774ESE PRESENTS.-
774AT WIE, 774E UNDERSIGNED, HAVING AN INTEREST IN THE RE& PROPERTY
DESCRIBED BY THIS DECLARA77ON, DO HEREBY DECLARE THE HEREIN DIVISION OF
LAND APPROVED AS SHORT SUBDIVISION NUMBER S-2001-11 BY THE CITY OF
EDMONDS, SUBJECT TO THE FOLLOWING COVENANTS AND RESTRIC77ONS.-
1. SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT, EXCEPT
FOR THE APPROVED MODIFICA770N TO ALLOW THE EXIS77NG GARAGE ON LOT 1 TO
INTRUDE INTO THE REAR (WEST) SETBACK OF LOT 1. THIS MODIFICA77ON IS FOR
774E EXIS77NG GARAGE ONLY. ANY FU77JRE STRUCTURE MUST ALL MEET
REQUIRED SETBACKS.
2. COND17IONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN 774E FINAL
APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE S-2001-11.
3. SUBJECT TO RESTRICTIONS, EASEMENTS. DEDICA77ONS. AND NOTES
CONTAINED ON THE FACE OF THE PLAT OF MLLOWSROOK DIWSION NO. 1, AS
RECORDED IN VOLUME 31 OF PLATS, PAGE 67, & UNDER AUDITOR'S FILE NO.
2140069, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
4. SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO THE
CITY OF EDMONDS FOR THE INSTALLA77ON, OPERATION, AND MAINTENANCE OF
SANITARY ANDIOR SEWER LINE, AS RECORDED UNDER AUDITOR'S FILE NO.
1588235.
5. SUBJECT TO EASEMENT AND THE TERMS AND COND177ONS THEREOF TO
DONALD DOVER AND THELMA ROGERS FOR THE INSTALLArON, OPERATION, AND
MAINTENANCE OF SANITARY SEWR LINE, AS RECORDED UNDER AUDITOR'S FILE
CERTIFICATION
I CER77FY THAT 1, KAV4LEEN BURNETT, A SINGLE INDIWDUAL, AM 774E LEGAL
OWNER OF THE PROPERTY HEREIN DESCRIBED, AND HEREBY CER77FY THAT
THIS SUBDIVISION, W774 THE DEDICA71ONS AND COND177ONS CONTAINED
HEREIN, IS MADE OF MY FREE CONSENT AND ACCORDING TO MY DESIRES.
DA TO.- 5�/ 7
KATHL&N 13URNETT
ACKNOWLEDGMENT
STATE OF WASHINGTON. )
)ss
COUNTY OF SNOHOMISH )
I CERJIFY THAT I KNOW OR HAVE SA17SFACTORY EWDENCE THAT KATHLEEN
BURNETT, AN UNMARRIED INDIVIDUAL, IS THE PERSON NIO APPEARED
BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS
INSTRUMENT AND ACKNOWLEDGED IT TO BE HER FREE AND VOLUNTARY ACT
FOR THE USES AND PURPOSES MENPONED IN THE INSTRUMENT.
DA TED.-
RICHARD A. HEALEY
NOTARY PUBLIC IN AND FOR THE STATE OF A.
WASHWGTON, RESIDING AT EDMONDS rs%0N r op
MY APPOINTMENT EXPIRES: 315105 OTAR
PUBLIC
3 5/05
or
HOLD HARMLESS AGREEMENT
OWNER, AND ALL PERSON!,- HAVING ANY PRESENZ, OR SUBSEQUENI'. OWNERSHIP
INTEREST IN THESE LAND$, AND ANY SUCCESSORS AND ASSIGNS OF OWNERS OR
OTHER PAR77ES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF
EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL
CLAIMS FOR DAMAGES FOP INJUNC77YE RELIEF WHICH MAY BE OCCASIONED, NOW
OR IN THE FV7VREI, TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE
CONSTRUCTION, OPERA770111 AND MAINTENANCE OF THE DRAINAGE SYSTEM AND
HEREBY WAIVE AND RELEASE ME CITY OF EDMONDS FROM ANY AND ALL CLAIMS
FOR DAMAGES, EXCLUDING DAMAGE SOLELY CAUSED BY AN ACT OR OMISSION OF
SAID CITY AND INJUNCTIVT' RELIEF W41CH THE OWhIERS, OR THEIR SUCCESSORS
OR ASSIGNS, MAY THEMSEVES HAVE NOW OR IN THE FEJ71JRE BY REASON OF
THE CONSTRUC770N, MAINIbWiNCE AND OPERA77ON OF SAID DRAINAGE SYSTEM.
APPROVALS
APPROVED AND AUT14ORIZ['D FOR RECORDING BY THE CITY OF
EDMONDS ENGINEERING DIUSION BY.
W4:1111 I!
THIS 414 DAY OF -Aelft*lf 2002-
APPROVED AND AUTHOR0.0 FOR RECORDING BY THE CITY OF
EDMONDS PLANNING DIIASION BY.
THIS DAY OF 41 dc &I, 200L
SURVEYOR'S CERTIFICATE
THIS MAP CORREC77-Y REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIREC77ON IN CONFORMANCE WIN THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF KATHLEEN BURNETT IN DECEMBER, 2001.
RICHARD A. HEALEY, FKZ.S. DATE
PROFESSIONAL LAND SURVEYOR
REGISTRA77ON NO. 20719
AUDITOR"S CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF RICHARD A. HEALEY, THIS
DAY OF IiIARCH— 20OZ AT MINUTES PAST /0
Arv& AE�Xo,�OE�;, iN VOLUM'E
RECORDS OF SNOHOMISH COUNTY. WASHINGTON.
BOB TERKILLIGER ,
AUDITOR, SNOHOMISH COUNTY
-IsTAr A
rr- stern (425)
1
j urveyors-, —2700
I
356
LAND USE CONSULTANTS
CIVIL ENGINEERSa LAND SURVEYORS
*** 13000 HWY 99 SOUTH * EVERETT * WA * 98204 ***
ED
1 2 2002
WESTERN FNGINEERS, INC.
50101
A.F. NO.
SHORT SUBDIVISION NO. S-2001 —11
CITY OF EDMONDS SHORT PLAT FOR:
NW 114p SW 114, SEC.31, T.27N., R.4E., W.M.
DWN. BY DA TE NO. BY DA TE PROJECT MANAGER SCALE
MPI 07120101 1 RAH 12112101 R.A. HEALEY
DRAKING FILENAME CHK. B Y F. 13. NO. J013 NO. SHT. NO.
0004OFSP.dwg RAH 365 00-040—A I of 2
r
FENCE CORNER IS 0.8 S.
& 0. 7 E. OF PROP. COR.
IN THE NW 114, SW 114, SECTION 31, T.27N, R.4E., W.M.
CITY OF EDMONDS SHORT SUBDIVISION NO. S-2001-11
SNOHOMISH COUNTY, WASHINGTON
P.
0
-'x
&-ro b
aw
.4
ps
Ll
EXIST 1 112- ALUM. CAP
EXISTING (ILLEGIBLE)
APARTMENTS
I I I
I FENCE COR.IS
28' S OF P.L.
FENCE COR.IS
0.5' S OF P.L. N -19*39 4,391 E Cn.
97.71
OOD FENCE
_ �4� P SE COR. FENCE is
EXISTING
GARAGE
72 SOUTH OF P.L.
FE CE COR.Is
6.6N S OF P.L.
1
Ci 8 CIO
Lu La
to
LOT 1
7,133 SF
EXIS77NG
HOUSE
SE T TA IN LEAD
W/ WASHER STAMPEE17D
"WSI 16916"
eAelrA, A
Z)uUtH tivu ur ttiv(lt: wo W
IS 0.4' WEST OF P.L.
-7
A 24*
LOT 2
to I
NORTH END OF FENCE 1 4,858 SF
IS 0.3' KEST OF P.L. I
10' 1
Q 0
))
SOUTH END OF FENCE 15' SANITARY SEWER ESM'T
IS OY' 'N" ONFuPLR'OP. COR. A.F. NO. 2140069
WOOD FENCE 66.00
E—W FENCELINE IS 0.4' N
SOUTH OF PROP. COR.
Ile,
0
Ile
% -
"o
0
236th STREET S.W.
T— - - — T — -
EXIST. 4",X 4" CONC. MON. IN CASE
XIST
W/ 2 112" BRASS DISK MTH "X
CL
N
hLol
C�
N
N 88"36*5100 w
15. 00- '
'45-' 00 "�EXIST. 4"X 4" CONC. MON. IN CASE
W/ COPPER PLUG W1 PUNCH MARK
FF - —x— —
FENCE COR. IS 1.0 E &
0.9 S OF PROP. COR.
0%.
0. leg=-
- cy-
6w�?2#4610
L= ol
tZRTH END OF FENCE
,S 0.2' WEST OF P.L.
A
s
1---XI�TING
;4OUSE
11 od,
%D A.
!A8
Ar glu
UNTE D
'1� 11 2 2002
WESTERN FN(-,fNEFn,,j
rors,
GRAPHIC SCALE
mom OEM
20 0 20 40
SCALE: I IV = 20"
LEGEND
* SET 518"x 24" REBARICAP STAMPED 'M 16916'
* EXIS77NG REBARICAP OR I.P. (IRON PIPE) AS NOTED
EXIS17NG MONUMENTINSE, AS NOTED
P.L. PROPERTYLINE
(P) PLAr
(M) MEASURED
CENTERLINE
PROPERTY LINE
B.S.B.L. - - - - BUILDING SETBACK LINE
EQUIPMENT AND PROCEDURE
ME7740D OF SURVEY
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTA77ON
--'F'C�A TC RI-f 11,05 197-7C=110-NIC TOTAL
PRECISION
MEETS OR EXCEEDS STATE STANDARDS WAC 322-130-090
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF 79774 AVENUE W., AS THE BEARING
OF N 00"jl'Or F, PER THE PLAT OF WILLOWBROOK DIVISION NO. 1.
VOLUME 31 OF PLATS ON PAGE 87.
LEGAL DESCRIPTION
LOT 5, MLLOWROOK DIWSION NO. 1. ACCORDING TO THE PLAT THEREOF,
RECORDED IN VOLUME 31 OF PLATS, PAGE 67, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
NOTES
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
PAR77ES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND
TO ANY UNNAMED THIRD PAR77ES WITHOUT EXPRESS RECER77FICA77ON BY
THE LAND SURVEYOR.
2.) BOUNDARY LINES SHOW AND CORNERS SET REPRESENT DEED
LOCA77ONS,- OWNERSHIP LINES MAY VARY. NO GUARANTEE OF
OWERSHIP IS EXPRESSED OR IMPLIED.
THIS SURVEY PERFORMED WTH THE BENEFIT OF A SHORT PLAT
77FICATE BY STEWART TITLE INSURNACE COMPANY, ORDER NO. 36059.
(425)
356-2700
LAND USE CONSULTANTS
EVIR,3 8/l/03
CIVIL ENGINEERS LAND SURVEYORS
*** 13000 HWY 99 SOUTH EVERETT * WA * 98204 -***
A.F. NO.
SHORT SUBDIVISION NO. S-2001 —11
CITY OF EDMONDS SHORT PLAT FOR. -
NW 114, SW 114, SEC.31, T.27N, R.4E., W.M.
DWN. BY DA TE NO. BY DA TE PROJECT MANAGER SCALE
UP/ 07120101 1 RAH 12112101 R. A. HEALEY 1" = 20'
DRAKlNG FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO,
00040fsp.dwg I RAH 365 1 00-040—A .2 of 21
211 x 4" OR EQUAL
P05T tv 4' O.C.
USE STAPLES
OR WIRE RINGS
FILTER FABRIC ON —
2" x 2" 14 GA. WIRE
FABRIC
3/411 WASHED ROCK —\
NEWLY GRADED OR
D15TUR5ED 51TE
FLOW
= .1
S:J
511.
16SR
PROJECT DATA
51TE ADDRE55 :
23(oXX 1'614 AVE. WEST
EDMONDS, WASHINGTON
LOT 51ZE (APPROX.) 4,991 5F.
LOT COVERAGE:
FOOT PRINT 1k03 5F.
PATIO (00 5F.
5IDEWALK 21� 5F.
DRIVEWAY 684 5F.
TOTAL BUILDING Ik03 5F.
COVERAGE
APPBOVED AS NOTED TOTAL IMPERVIOUS 2k22 5F.
KBY ENGINE RIN6 5URFACE5
BUILDING COVERAGE 413131 = 32%
Date:
BURY 50TTOM OF FABRIC
MATERIAL IN Vxl? TRENCH
� SILTATION CONTROL FENCE DETAIL
NOT TO SCALE
6p
4"-(o" QUARRY SPALL5
1. INSTALLATION: T14E AREA OF THE ENTRANCE SHALL BE
CLEARED OF ALL VEGETATION, ROOTS AND OT14ER
OBJECTIONABLE MATERIAL. THE GRAVEL SHALL BE FLACED
TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES
REQUII;ED BECAUSE OF WASHING SHOULD BE CONSTRUCTED
TO THE SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE
USED THEY SHOULD BE INSTALLED TO THE MANUFACTURER'5
SPECIFICATIONS.
2. AGGREGATE: 4" TO b" CRUSHED BALLAST ROCK
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST
BE AT LEAST (o INCHES THICK IT MUST EXTEND THE FULL
WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE
LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET LONG.
4. WASHING: IF CONDITIONS ON THE 51TE ARE SUCH THAT
MOST OF THE ME) 15 NOT REMOVED FROM VEHICLE TIRES BY
CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED
BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER
MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING
AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE
L15ED To MAKE WASHING CCNVENIENT AND EFFECTIVE.
5. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD
ONTO PUBLIC RIGHT5-OF-WAY. THIS MAY REQUIRE PERIODIC
TOP DRE55ING WITH 2-INCH STONE, AS CONDITIONS DEMAND,
AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO
TRAP SEDIMENT. ALL MATERIALS SPILLED ONTO ROADWAY
OR INTO STOFM DRAINS MUST BE REMOVED IMMEDIATELY.
TEMP. GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
LEGAL DESCRIPTION:
TAX NUMBER:
PROJECT TEAM:
DEVELOPER
PAW AVENUE f3UILIDER5, LLC-
12221 VILLAGE GTR. PL. SUITE 205
MULKITEO, WA. 95215
ARCHITECT
JAMES THOMAS, ARCHITECT
ARCHITECTURAL DE51GN ASSOCIATES
2221 EVERETT AVENUE 0201
EVERETT, WASHINGTON 98201
(425) 259-0661
STRUCTURAL ENGINEER.
CHRIS COVINGTON
STRUCTURAL IDE51GN ASSOCIATES
NORTH STAR BUILDING
2210 HEWITT AVENUE, SUITE 0401
EVERETT, WA. 98201
(425) 331B-02"33
SHEETINDEX:
5P-1 51TE PLAN
A -I MAIN FLOOR PLAN
A-2 UPPER FLOOR PLAN
A-3 ELEVATIONS - FRONT, REAR
A-4 ELEVATIONS- LEFT SIDE, RIGHT 51DE
A-5, FOUNDATION PLAN -MAIN FLR FRAMING
A-(o UPPER FLOOR FRAMING PLAN
A-1 ROOF FRAMING PLAN
A-5 WALL 5ECTION5 ancl DETAILS
A-9 GENERAL NOTES
A-10 BUILDING SECTION
5-1 5TRL. NOTES, 5CHEDULE5 4 DETAILS
.5-2 STRUCTURAL DETAILS
L-) Cornerlta- Flagjc-_Z�
Zone L 2
S,—,tbacks &gugired _Act�ual
Front
Sides
Rear La
Other -----------
Af-l-'i"OVED BY PLANNING
Q,
co
0
00
z
110
z
if
N 00*51'07" E 116.00
OVERALL LOT PLAN
NO ScAu
7
> 7 >
ze�
6_0 11
5EWER
EASEMENT
LU
'00
, zn-z
u 0) .9 DAM
wet �6
q) > RevWo:
-m La
0-f—, m
Q3
m U7
z
00
cl�
0
rom"I >
DOWNSPOUTS SHALL
TERMINATE a
-SPLASH BLOCKS TYF.
COO-
f j
0
co 0
Ll
0
Cc
Lu
rut
.00 L7 i
(00 w LO
LLL (P
ej) \Q
ii U
E 3-1
L
zz� co
Z
Lu
LL;
<
L
u
Oil
z
9 �41
= 74TF_� L
-RETE
CONIC NCRETE
L , =5
WHEEL 11 STOPS W71 C-ECE STOI
T
E-
4
A/C DRIVEWAY A/0 DRIVEWAY
1 2 4
24087
777;
4"
M
C3,
-oil L N 00- 1'07 1 6.00
1 TYP. 91-31, 10 21, -2,,TYfz. V S.pm m
001
-011
nC r.—vricht 2004 /13
Ll 2�)
tam-1
2x4 OR EQUAL
P05T @ 4' O.C.
10
USE STAPLES
OR WIRE RINGS
211 x 4" OR EQUAL
P05T 6 4' O.C.
USE STAPLES
-D A'S 1401-0)
j,,ppjjoVL-
OR WIRE RINGS
BY ENGINE -RING
FILTER FA15RIC, ON
ku
211 x 2" 14 GA. WIRE
Date:
3/4" WA5HEID ROCK
NEWLY GRADED OR
D15TUR5ED SITE
(Z
FLOW
cn
5URY E30TTOM OF FABRIC,
MATERIAL IN 8"xl? TRENCH
\ SILTATION CONTROL FENCE DETAIL
NOT TO SCALE
4"46 " QUARRY SPALL5
1. INSTALLATION: THE AREA OF THE ENTRANCE SHALL BE
CLEARED OF ALL VEGETATION, ROOTS AND OT14ER
OBJECTIONABLE MATERIAL. THE GRAVEL SHALL BE PLACED
TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES
REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED
TO THE SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE
USED THEY 5HOULD BE INSTALLED TO THE MANUFACTURER'5
SPECIFICATIONS.
2. AGGREGATE: 4" TO b" CRUSHED BALLAST ROCK
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER ML15T
BE AT LEAST (o INCHES THICK IT MUST EXTEND THE FULL
WIDTH OF THE VEHICULAR INGRES5 AND EGRE55 AREA. THE
LENGTH OF T14E ENTRANCE MUST BE AT LEAST 50 FEET LONG.
4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT
M05T OF THE MUD 15 NOT REMOVED FROM VEHICLE TIRES BY
CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED
BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER
MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING
AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE
USED TO MAKE WASHING CONVENIENT AND EFFECTIVE -
MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD
ONTO PUBLIC RIGHT6-OF-WAY. THIS MAY REQUIRE PERIODIC
TOP r)PE55ING WITH 2-INCH STONE, AS CONDITIONS DEMAND,
PROJECT DATA
51TE AL)DRE55 I
23(oXX 11BTH AVE. WEST
EDMONDS, WASHINGTON
LOT 51ZE (APPROX.) 4,SSI 5F.
LOT COVERAGE: -
FOOT PRINT
Ik03 S.F.
PATIO '
60 5F.
SI[DEWALK
21� 5F.
DRIVEWAY
684 5F.
TOTAL 5UILE)ING
IkO3 5F.
COVERAGE
TOTAL IMPERVIOUS
2k22 5F.
5URFACE5
5UILDING COVERAGE
1(0 03 = 32
41391
LEGAL DESCRIPTION: .
TAX NUMBER:
PROJECT TEAM:
DEVELOPER
PAW AVENUE E3UILE)ER5, LLC.
12221 VILLAGE CTR. PL, SUITE 205
MULKITEO, WA. 95215
ARCHITECT
JAME5 THOMAS, ARCHITECT
ARCHITECTURAL [)E51GN A5eCCIATE5
2221 EVERETT AVENUE 0201
EVERETT, WAeHINGTON -30201
(425) 259-06(ol
STRUCTURAL ENGINEER
CHR15 COVINGTON
STRUCTURAL DE51GN A55OCIATE5
NORTH 5TAR BUILDING
2210 HEWITT AVENUE, SUITE #401
EVERETT, WA. 98201
(425) 3313-02'B3
SHEETINDEX:
5P-1 51TE PLAN
A-1 MAIN FLOOR PLAN
A-2 UPPER FLOOR PLAN
A-3 ELEVATIONS - FRONT, REAR
A-4 ELEVATIONS- LEFT SIDE, RIGHT 6I1)E
A-5 FOUNDATION PLAN -MAIN FLR FRAMIN(;
A-(o UPPER FLOOR FRAMING PLAN
A-1 ROOF FRAMING PLAN
A-& WALL SECTIONS and DETAILS
A-9 GENERAL NOTES
A-10 WILDING SECTION
5-1 5TRL. NOTES, 5GHEDULE5 4 [DETAILS
5-2 STRUCTURAL DETAILS
AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO SITE PLAN
TRAP SEDIMENT. ALL MATERIALS SPILLED ONTO ROADWAY
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