18021 ANDOVER ST.PDF10186
18021 ANDOVER ST
#P20
CA File No:
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/vege,tation)
1. Site Address/ Location:
2; Property Tax Account Number (bo-* Do'
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 d=, 5-feet elevation change over entire site.
Rollipg; slopes on -site. generally less than 15 % (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site'of more than 15 % and. less than 30% (a'verti6al rise of 10-feet
over. a horizontal distance of 33, to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
so year-round Tea
6. Sitecontainsarea f standing water: 'Approx. De th:
:p
7. Site contains areas of seasonal standing water: P\Q
Approx. Depth
What season(s) of the year?
8. Site is in the floodii�ay N3 flood lain Of aw.'ater course.
p
9. Site contains -a creek or an area where water flows across the grounds surface?, Flows are. year-roundT
M Flows are seasonal? (What time of year?
10. Site- is primarily: forested meadow 'shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on,site: 'M
For City Staff Use Only
1. Plan Check Number, if applicable? N Me/
2. Site is Zoned? P- 5 - 1 -2-
3. SCS mapped soil type(s)? (P'-A161CyWQ0d'Uyt1aV1 161VICI 57*/-. 61 p P f4-2
4. Critical Areas inventory or C.A. map indicates Critical Area. on site? L16A-P- MCAE! jVIC(fccift,�,
0 +cm -H co Lvoc�pfom via7-a�-A
5. Site within designated earth subsidence landslide hazard area? N 0 :) 10 UL+ 0 LA.X 1 6uw
a-Hic4 ai to m a Je� fi-yi a I dclam al ab'ai -
DETERMINATION
STUDY REQUIRED X WAIVER
Reviewed br. Date: 0 2; �5 �,o C)�5
. . 14C. 1%91,1
0 #P20'
City of Edmonds
Development Services Department
Planning Division
Phone: 425.7.71.0220
Fax: 425.771.0221
Ll
Date Received:
City Receipt#: (.o ct a(
Criticat Areas File#: 06-11!i
Critical Areas Checklist Fee.--�- $135.00
Date Mailed to Applicant:_ - �8-z—(OQS
.The Critical Areas Checklist contained on this form is to A property owner, or his/her authorized representative,
be filled, out by any person preparing. a Development must fill out the, checklist� sign and date it� and submit it
Permit Application for the City of Edmonds prior to to the City. The City will review the. checklist, -make a
his/her submittalof the application to the City. precur sory site visit� and make a determination of the
The purpose of the Checklist is to enable Cit y staff to subsequent steps necessary to complete adevelopment
permit application.
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information Please submit a vicinity map, along with the signed copy
needed to. 'complete . the Checklist should be easily of this form to assist City staff in finditig and locating the
available from observations of the site or data available at. specific piece of property described on this form. In
City 'Hall (Critical, areas inventories, maps, or soil addition, the applicant. shall include other pertinent
surveys). informationJe.g. site plan, topography map, eic.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned. applicant, and his/her/its heirs, and assigns,:in consideration on the processing of the application agrees
to release, indernmify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's. fees, arising from any action or infraction based in whole o.r,,part upon false, misleading, inaccurate or
incomplete information finnished by the applicant, his/her/its agents or employees.
By. my signature.,- I cer* that the infoppatio'n and exhibits herewith submitted are "true and *'correct to the best of my
knowledge and that I am authorized toX)g qiis aW4
)icatign on the behalf of the owner as listed,below.
SIGNATURE oF AppucANV
DATE
Prioperty Owner's Authorization,
By my signature, I certify that I have a�thbrized the above ApplicantlAgent to apply f6f the subject land use application,
and grant my permission for tholoublic officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and p �*ZaT�,Yntt,,o this application.
SIGNATURE OF OWNER
Owner/App1icant:
�os\�VJA. NA�"v�,
Nanie
Addred§,
mrkA
city State ip
z
Telephone:
DATE Nv5/0i,
,�.pplicant,Revresentative:
Namd
Street Address
City State
Telephoinie:
Email address (optional); Email Address (optional):
zip
0 , 0
TAX ACCOUNT/PARCEL NUMBER: 2R-A i Spot oo (000
I I
BUILDING PERMIT (NEW STRUCTURE): �A& -
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:-015-1 I q DETERMINATION: 0 Conditional Waiver E] Study Required 9-waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA'
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER): �-�l 10— t
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORTPLAT
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DA
OTHER:
LID #:
LOT: BLOCK:
LATEMP\DS'Ps\Forms\Street File Checklist.doc
#P20
City. ofEdmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
17he- 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 the application'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 Ahe Checklist �.should be easily
available from observations of the site or data available at
City Haill (Critical areas inventories, maps, or soil
surveys).
Date Received: n7-
City Receipt#: '5"A (o a a
Critica I Areas File #: 06 -
Critical Areas Checklist Fee.-� $135.00
Date Mailed to Applicant:
A property owner, or. his/her authorized 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.
P lease.submit a vicinity map, along with the signed copy
of this form to assist.City staff in fiiiding; and locating the
specific piece of pk6perty 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 assistant staff
in completing their preliminary assessment. of the site.
The undersi 9
gned applicant, and his/her/its heirs, and assigns"in consideration on the processin of the application agrees
to release, indemnify, defend and hold the City.of Edmonds harmless -from any and all damages, including reasonable
attorney's. fees, arising from any. action or, ififi-action based in whole or part upon false,*, niisleading, inaccurate or
incomplete information furnished by the applicant, histherlits agents or employees.
By. my signature, I cer* that the infib ti n and exhibits herewith submitted are true and correct to the best of my
'o
in
knowledge and that I am authorized t this a icatiyn.on the behalf of the owner as listed below.
SiGNATm oF APPLicmVAGEN DATE
Property Own er's Authorization
By my signature, I certify that. I have -authorized the above ApplicanttAgent to apply for the subject land use applic* ation,
and grant my permission forthe bli officials and the staff of the City of Edmonds to enter the subject property for the
/Pu ic
purposes of inspection and p�/�a7 t to this application.
SIGNATM Of OVINER
Owner/Applicant:
�03\� vm� NAt' ,
Najide
Street Address
city State Zip
Telephone:-
Wh ME-_ - E�
Applicant Representative:
Name
Street Address
city State zip
Telephone
Email address (optional): Email Address (optional):
2.
3.
4.
5.
Site, Address/ Location:
...Property Tax.Account-Number: ��K�%O'WRJWo rJ4-(6o-* Do'
Approximate Site Size (acres or square feetj-
Is this site currently developed? yes;. no.
If yes; how is sitedeveloped?
Describe the general site topography. Check all that apply.
Flat less than 5-feet elevation change over entire site..
Rolling- Slopes on site -generally less than B% (a vertical rise''of , 10-fe"ef -over 'a horizontal
distance of 66-feet)..
Hilly: slopes present on site of more than 15% and less than 30% (a vertical'ri.se of 10-feet
over. a horizontal distance of 33 to 66-feet).
Steep: grades of greater than.30%. present on site (a vertical rise of 10-feet over a'horizontal
distance of less than 33-feet).
-Other (Please describe):
6. Site contains areas of year-round standing water: Tri Approx. Depth:
7. Site contains areas of seasonal standing water: M Approx. Depth:,
What season(s) of the year? ----- -
8. Site is in the floodway M floodplam' of a water course.
9. Site contains a creek or an area where water flows across the grounds surface?. Flows are year-round?
A0 Flows are seasonal? (What time, of year?
.10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped Oawri� shrubs etc)
-11. Obvious wetland is present on:site: M
For. City Staff Use Only
1. Plan Check Number, if applicable? N D V1 e/ VRA
2- Site is Zoned? �L 5 1 -2-
3. SCS mapped soil type(s)? (P Al 61 Alpocl U yvayn t a VIC( ( OM 121 K_)� ig -157*1' 61 00t-b"*
4. CriticaI Areas inventory or C.A. map indicates Critical Area. on site? 61
ppicm-Hai Lveoofom ywpa�-A C tt5-apa-t-
5. Site within designated earth subsidence landslide hazard area? N p IOU,+ V9 LAX 6(,,W
a Eft C4 a tb m a �-o :h' V1 a C fr �-M i ki a -h
DETERMINATION
STUDY REQUIRED X - WAIVER
Reviewed bv- /71 AA4 Date: 0%11-B/-1'oC)5
0
PLANNING DATA
NAME: H-P-Lf DATE: 4131,, &
SITE ADDRE�t& too i PLANCHK#: 016,-o7-2
PROJECT DESCRIPTION: 8L�iA A" e - 79 1
(0�lv 6t, r N, 7 S' a - 3 5 3 0
REDUCED SITE PLAN PROVIDED?: No) 14
MAO PAGE: IS76 CORNER LOT: (Yes/& FLAG LOT:
ZONING: , RS - CRITICAL AREAS DETERMINATION #:-05- - / t -f
LlStudv Reauired:
ErWaiver
QConditional Waiver
SEPA DETERMINATION:
QFee
L1 Checklist
L1APO list w/ notarized form
W04
LJ (.Needed for 500 cubic yards of grading, Sh reline Afea- site within 200 ft. of Puget Sound or Lake Ballinger)
0"'Exempt
SETBACKS:
Required Setbacks:
Street: - io - Left Side: 10' Right Side: 10 Rear: tO'
Actual Setbacks: . I - - I
(e-4t�,) Street: '2-S' LeftSide: 6-7' RightSide:-3 Rear: 3V.')Z(?o
Street map checked for additional setback required? (Yes No;/
Q DETACHED STRUCTURES: AA-L f kj"
Ll RO'CKERIES:
LJ FENCES/TRELLISES:
BAY WINDOWS/ PROJECTING MODULATION: 441 j 14 �e rt�'
Ld STAIRS DECKS: 64%"
PARKING: Required: 7- Actual: 3
LOT AREA: Z4 let 9 0 Iloo x 0 S 3o') -2-
LOT CO U
Calculati ns: 339S,� 454 18'.4
BUILDING HEIGHT:
Datum Point: 6g-,.�f7m, (icna 30&. &7'
Datum Elevation:
Maximum Allowed: 3 7.'7.5' Actual Height: 2-2 7 - (3Z5-1-7'2
A-D.U. CREATED?: Yes 1W b, b —
At�ci AoWd., f—�r LLwa
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes 1,44)
1-1
Plan Review By:
NewBPP lanningDataForrn. DOC
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-0 TO ANDOVER ST
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CITY OF EDMONDS SIDE SEWER AS- BUILT
ADDRESS:
18021 ANDOVER ST.
CONTRACTOR: HOMEOWNER:
EAGLEWOOD HOMES I EAGLEWOOD HOMES
1890 DATE INSPECTED I INSPECTED BY: DATE DRAWN:
1 10/18/06 J. McCONI 1 11/13/06
PERMIT
NO: 10146
SCALE:
INITS
DRAWN BY:
1. ABILA
DEP
,ARTMENT OF BUILDINGS
PER INTERNATIO14AL RESIDENTIAL CODE SECTION R1 10
AT: 18021 Andover St
Occupancy established by this certificate: R3
Inc
Y
Building Permit M 2006-0471
Dwelling Units: I
No. Stories:. 2 Basement: NIA
Type of Construction:
VB
Owner of building:
Eaal6woddllolornes, -Inc.-
The Single Family Residence at 18021 Andover St h�is been' inspected and approved complying with the requirements of the
2003 edition of the International Residential Code as adb'pted by th'61097f6ir the"Or6uo and division of occupancy and the use for which
the proposed occupancy is classified.
Issued this 25th day of May, 2007
Chief Building Official
By:
Any change of occupancy or use requires a building permit and a now Certificate of Occupancy issued by the City of Edmonds Building Official.
.nc. I , 6 '1 -
Address of
- 40
PERMIT NO: 10 146
City of Edmonds . PERMIT EXPIRES, lk)ha�&
SIDE SEWER PERMIT
ion- 19A
Property Tax Account Parcel No V30
Attach copies of all access and utility easements V
Owner and/or Contractor: li�%h WA V00% AK :
I one -
Contractor License#:
CF
O's -
Single Family Invasioln. CL+ --�Qctj
Multi -Family (No. of Units *RW
Yes No
Fj Commercial (No. of Units. Lj Yes LN No
Cross other "Private Property:
F1 Public
1/j
"Attach legal description and copy of recorded easement"-';
Owner or cofftraltor signature'and acknowledgement statement:
4
By signit for this permit I 'Certify that I have read the Cit ublic handout entitled
' y S p
ide Sewer Specifications, and shall comply with all City requirements outlined therein.
Date
W. CALL DIAL -A -DIG (1-800-41�9
�5555) BEFORE ANY EXCAVATION 9
9 FOR. INSPECTION CALL 425-771-0220 extension i�ai&g
24 HOUR NOTICE REOUTRED FOR ALL INSPECTION REQUESTS
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE-INSP ' ECTION FEE WILL BE CHARGED.
Job Site Ready YES NO Date:' Initial:.
Partial Inspection:
Partial Inspection:
Date: Initia 1:
Date: Initial:
FINAL INSPECTION APPROVED: Date: /0'-7-initial: 'k�KA, As -built to Street File:
t� PERMIT MUST BE POSTED 000b SITE'�,
White Copy: File Green Copy: Inspector Buff Copy: Applicant
�-,temp;bldg;forms;sspennitjlg4/00
Amok
ANDOVER ST,
EDGE OF PAVEMENT
PROPERTY LINE
—&s.— SIDE SEWER MAIN
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12.5' CONTINUED
EWER
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19.. 6, WYE
'\�6' WYE AT
5' DEEP
\-6# SEWER MAIN SDR-35
E.D*
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CITY OF EDMONDS SIDE SEWER AS- BUILT
ADDRESS: PERMIT
18021 ANDOVER ST. NO: 10146
CONTRACTOR: HOMEOWNER: SCALE:
EAGLEWOOD HOMES EAGLEWOOD HOMES I NTS
ATE INSPECTED INSPECTED BY: DATE DRAWN: DRAWN BY:
6/28/06 1 J. HAWKINS 1 6/29/06 1 J. BRONDER
LEGEN
ANDOVER ST. EDGE OF PAVEMENT
PROPERTY LINE
00
T
71
1-1/4' 200 PSI POLY
'o
C*4
7'
WITH TRACER AT 2' DEEP
C rnTi rn
OILED -UP WATER
LINE TO BE CONTINUED
w
oli
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Ep*
vo -BUILT
CITY OF EDMONDS WATERLINE AS
ADDRESS WATERLINE
18021 ANDOVER ST. NO, 2006-0471
CONTRACTOR HOMEOWNER SCALE
EAGLEWOOD HOMES EAGLEWOOD HOMES N TS
DATE INSPECTED INSPECTED BY DATE DRAWN DR WN BY
&t 1890 6/28/06 J. HAWKINS 6/29/06 J. BRO
Mar 06 06 11:33a
D. Bruce, P.E.
206-546-B442 P.1
M.S�C.
Dbnnis M. Bruce,
March 1, 2006
'REET. FILE
Geatechnical /Civil Ernaiheer
�Jy
City of Edmonds
c/o Eagiewood Homes
18607 04ympic View Dr.
Edmonds, WA 98020
Subject: Preliminary Drainage Evaluation
Proposed Now Residence by Eaglewood Homes
11KU\ _ Amclover, Edmonds, Washington
This engineering report presents the results of a geotechnical evaluation of the
Eaglewood homes property at k MM Andover, Edmonds, Washiiigton. This
evaluation was requested by Craig Reimer of Eaglewood Homes in conjunction with tne
proposed new residence.
REFERENCES:
Property Survey and Site Plan (fumished by Eaglewood Homes)
Photographs dated August 16,2005 by D. Bruce, P.E.
BACKGROUND:
It is understood that the overall property at MM . Andover is rectangular in
shape and contains an existing residence and gravel driveway (see Site Plan).
Eaglewood Homes proposes to construct a new residence as indicated on the
Site Plan.
This engineer performed a geotechnical and drainage evaluation of the property
on August 26, 2005 (see photographs),
EVALUATION:
This engineer inspected and tested 4 soil test pits on AugusL 16, 2005 (see Site
Plan for test pit locations).
The soil- condibons for all 4 test pits were similar, namely:
01 to 6" Roots, forest duff, organics
6* to 6 (bottom of test pits) Relatively clean !gild
SOILS 9 FOUNDA77ONS & Sj-j—f* DEVELOPMENT a INSPECTiON * DPWIZAGE - DES113N & PERMIT 9 LEGAL
P.O. Box 55502 - Shoreline, WA 98155 - (206) 545-9217 - FAX (206) 546-8442
Mar Ce 06 11:33a D. Bruce, P.E.
City of Edmonds
clo Eaglewood Homes t
March 1, 2006
.Page 2
206-546-8442 P.2
No water was.encountered in any of the 4 test pits. Test pit walls remained
vertical and stable with no sloughing or caving.
This engineer performed an infiltration test (in accordance with King County
Surface Water Manual requirements) on 4 test pits. The bottom of test pits were
saturated (attempted to), but due to the extremely porous nature of the sub -grade
sands, it was extremely difficult to have water standing in the pits (see photographs).
iniflitration rate, as tested: AJmost instantaneous.
Water under pressure of a full garden hose flow would infiltrate almost instantly.
No buildup or ponding was possible.
Thus, these sub -grade soils provide excellent basis for on -site infill.ration.
Use a ma)dmum design infiltration rate of 20 inches per hour.
. It is understood that the overall impervious surface for the proposed residence
and new parking areas will be less than 5,000 square feet (see specifid site plan when
avaiiable).
This ergineer recommends using infiltration trench design (see attached
standards) with a total length of 20 lineal feet per 1,000 square feet of impervious
surface.
Thus, this engineer anticipates an infiltration trench less than 100 feet in total
length (or less than 2 trenches of 50 feet f--ach).
It is recomm"ed that geotechnical inspections be performed to verify actual
site conditions, proper construction of the infiltration trench and proper tight line
connections of the gutter downspout systems.
OMB:
ff there are any questions, do not hesitate to call.
EXPIRM 12W
Dennis M. Bruce, P.E.
Geotechnical I Civil Engineer
Mar 06 06 11:33a 0. Bruce, P.E. 206-546-8442 p.3
Dennis M. Bruce, P.E.
Geolechnical/Civil- Engineer
M.S.C.E., M.B.A.
,(ObservIdlOn Weill 6- Perforated Pipe
sump W1
solid lid
inliltr;tlon Trench
Roof Drain
PROFILE VIEW
nts
Overflow-
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A Shoat Cover Material
11 rronL.
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A 6. Perforated Pipe Solid Ud
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varies 10' min.
Observation Wall
(wimetmi cap & lock)
Compact Backfill
periofated PIP_e_L4".Rcqepjable-
-.6- PVC Pipe 6
lot root downspout systems)
Wfaip Trench 4'Washed rock VV
Entirely WIlith 0
_Rbird_
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SECTION A
�VtA Not to Scaie
SOILS . FOUNDATOW SffE DEWLOPMENT - INSpECnoN - DAAWAGE , DES" & PERMIT - LEGAL
P.O. Box 55502 - Shoreline, Wastinglon 98155 - (206) 546-9217 - FAX 546-8442
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STREET FILE
CITY OF EDMONDS
TRAFFIC IMPACT ANALYSIS
WORK SHEET
Name of Proposed Project:
Owner/Ap'licant:
I P
Y"tkqdoi
Name U
Street/Mailing Address
-61
city State Zip
Telephone: T2-
Applicant Contact Person:
Name
, Street/Mailing Address
city State zip
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis:
Firm Name Contact Name
1. PROJECT DESCRIPTION
a. Street address Qfknown):... 180"LJ'_fi14(Nef
b. Location:
c. Specify existing land use:
d. Specify proposed type and size of development: 5rfzl
Telephone
(Attach a vicinity map and siteplan.)
e. When will the project begin construction and when will it be completed?
f Define proposed access locations:
g., Define proposed sight distance at site egress locations: --,- kty�( 0M dnV& dfl'Vf
11 V r -
pa ae. I
Five Years After Opening LOS:
With Project:
Without Project:
Note any assumptions/variations to standard analysis default values and justifications:
T MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact
fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified
in ECDC 18.82.120, except a's otherwise provided for independent fee calculations in ECDC 18.82.130.
%ENGRXDanrMCi1Y PMiMUMA Gui&hncsNTmfl�Am1vWnrk 9-W d� P- Iq
�Tl RECEIVED
PERMIT EXPIRES
CITY OF EDMONDS
0 ERMIt
NUMBER 6
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
,YX
JOB
ADDRESS
SUITE/APT#
t-
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to AV
PLAT NAM E/SUBDIVISION NO. LOT NO.
LID NO.
M
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MAILING MCC,
I D%AV\6�,L
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
LID FEE $
TESCP Appro�eo
�0
V
AVV Permit ReqUired
CITX, ZIP
T7ELEPHONE
EXISTING — PROPOSED
Street use Permit Requirea
Mspection Requaed
Soei,i,wK Required
REQUIRED DEDICATION FT
Underground
Witing req,irecl
NA E
METER SIJE
LINE SIZE
NO FIXTURES
PRV REQUIRED'
YES It NO 13
U
ADDRESS
%
REMARKS
OWNER/CONTFIACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
ZIP
LEPHONE
�CITY
1Av,&\f,t W—n
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NAME
CBL#
ENGINEERING REVIEWED BY
D-7 '
DATE
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ADDRESP
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RECYCLE REVIEWED BY
DATE
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CITY ZIP
WLEPFLONE
PUBLIC WORKS REVIEWED BY
DATE
STATE LICENSE NUMBER
EXPIRAT16N DATE
9**f5rKED BY
FIRE REVIEWED BY
DATE
PROPERTY TAX ACCOUNT PARCEL NO.
�_V� \14)
(ro ()
NEW
RESIDENTIAL
PLUMBING MECH
ADDITION
COMMERCIAL
COMPLIANCE OR
MIXED USE
CHANGE OF USE
El REMODEL
MULTIFAMILY
SIGN
M REPAIR
9�u
FENCE
CYOS
( -_ X FT.)
n DEMOLISH
TANK
El OTHER
0 GARAGE
r
RETAINING WALL
FIRE SPRINKLER
(341filagaT
ROCKERY
E] FIREALARM
TjPPqySE. BUSINESS OR ACTIVITY) EXPLAIN
VARIANCE OR CU
6HURELINECIRAD1111
INSPEEO�ION I
SEPA
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COMPLETED EXEMPT
13
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YES MrNO
, 11-11*'
tCA# 11
ZONE
SIGN AREA
HEIGHT
2'wAIVER
I
P,
ALLOWED PROPOSED
ALLOWED PROPOSED
[3 STUDY
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LOT COVPE RAG(ES
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED ROP SW
FRONT SIDE REAR
FRONT URSIDE REAR
35 1
',.jj�--
jo jo 1.
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107 -.)j z
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PARKING
LOTAREAO
PLANNING REVIEWED BY
DATE
REO'D PROVI�ED
'
217
3
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REMARKS
N M121ER
U
NUMBEROF
OF
DWELLING -
STORIES
UNITS
T
TYPE OF COV$.TRUCTION
CODE
OCCUPANT
GROUP
F,
DESCRIBE WORK TO BE DONE
3
SPECIAL INSFECTION
CONSULTANT
OCCUPANT
REQUIRED 13 YES
1
LOAD
(Alol
Bad
J...BY:
ut,
4
REMARKS
0 0
0
WI_Otl�) ,
GEOTECH REPORT
t, r)ig
I I -,', 0 1-4-1
P&
STReTU DESIGN
BY I I-)
b-)I_1111<�Ix 1
HEAT SOURCE
M
PLAN ClItIECK NO:
Description
VESTED DATE Plan Check
Building Permit
11 0 - C-) I I
Plumbing
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
Mechanical
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
Grading
SEPARATE PERMISSION.
PERMIT APPLICATION: SEE ECDC 19.00.005A)(6)
PERMIT LIMIT., SEE ECDC 19.00.006(A)(6)
Review
Lain
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Engr. Inspection
C
APPL CANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
Fire Review
N INTIEREST, AGREES TO INDEMNIFY, DEFEND'AND HOLD HARMLESS THE CITY OF
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
Fire Inspection
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
LandscapeInsp.
NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO 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 CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
CALL
FOR INSPECTION
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
,
WOR�RN'S 79"ATION INSURANCE AND RCW 18:27.
(425) /1,
I
Sl KAT4NO AGENT):
1
DATI�SIQN D
FEE Description FEE
State Surcharge
City Surcharge
Base Fe6
7S— Recording Fee
Plan Chk. Deposit Z;??_:�
Receipt It
Total Amt. Due
_6 , - zl�
Receipt. #
APPLICATION APPROVAL�
This application is not a permit until signed by
Building Official or his/her Deputy: and Fees are pald� anc
receipt is acknowledged in space provided�
OF,MIALS SIGNAF�URE bATE
771-022 4-M&A
1 htkASI
m ATT T I Ofil 33
EXT. 1 3
AT�E T
I IT is u?
T IS U AWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI-
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC1 09 / IBC11 10 / IRC1 10.
BY
ORIGINAL -FILE YELLOW -14SPECTOR
.�PINK -OWNER GOLD -,;AtSESSOR
j" i
6/05 PRFRq HARn - Y01 I ARF MAKIN111. 1 rr)PIF-q
CD
;z
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Ov
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cc
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in
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0
is 0
RES",
APR - 6 2006
BUILDING DEPARTM2NT
ary OF EDMONDS
E
HOG VARE FENCE\ 0
1 159.77
O�IGINAL
KAM FLOOR 0
I
LOT LINE
TOP FLATI
0.463 1
p
Ap
OD 5"'- RERA%r.;�'
0 C A�W
20 1 .21
APPLICANT/OWNER/DEVELOPER: VICINITY M
EAGLEWOOD HOMES INC.
18607 OLYMPIC VIEW DR,
EDMONDS. WA 98020
ATTN. CRAIG REIMER
PHONE: (425) 771-6822
FAX: (425) 775-8395
SITE ADDRESS
180QI ANDOVER ST.
EDMONDS. WA 98026
PrAl Rom ul
LOT COVERAGE CALC
UvAt $�* ,
a
LOT AREA- 24615 SO. FT.
167.
BUILDING FOOTPRINT (INCLUDING O.H.)- 3398 50. FT.
r
DECK- 260 SO. FT.
PRopo"D
3658/ 24615- 14.8*
p a P ft- r
A
RESIDiNCE
I
IMPERVIOUS CACC
c;
CARPORT GM
IQ
A
to
J04
T..
lo's
7 'to
j yru. 4
4,
----- ------ -- — -----
Y,
30* ROAD & UTII ITY
I& EASEUFNT +
FL fOLLED CURB
so SID 160.00
SOAA� FENCE I—C
9
N88 50*3!ft 262.89
LEG& Dc!rmt
eaftco-& RIM-306.6 0 4r
1^ftcl�'" I — . . 6' PVC N IE-304.52 T1 E
12* PIC W IE-3304.52 \STREF
c'_C 4Tht
E6
1 ;
12-
F GRAPHIC SCALE
—20 0 10 20 40
SIT6 PLAN
SCALE: V waI 09.
yal (IN FEET)
07 1 Inch —30 ft.
TOTAL IMPERVIOUS AREAS BUILDING STRUCTURE AS
NOTED ABOVE- 3658 SO. FT.
CONC. DRIVEWAY & WALK- 959 SO. FT.
TOTAL IMPERVIOUS AREA- %tbjl SO. VT.
�bl')/.24615- JW$ -4
HEIGHT CALC_
A 24WSd
8 302,or
.0 308.0'
Dv;. '01.5' -
A - MOD: / 4 3()?_$
MAX. RIDGE HEIGHT 3OZ.5 + 25'- t;ji.5
ACTUAL RIDGE HEIGHT- 325.17'
DRAINAGE
TIGHTLINE NEW ROOF DRAINS -10
398 CU. YDS. OF DIRT TO BE REMOVED OFF STE
LEGEND
0 CATCH BASIN
�SD— STORM DRAIN LINE
0
YARD DRAIN
S— SANITARY SEWER LINE
(3)
SANITARY SEWER MANHOLE + GAS PAINT MARK
wv
M
WATER VALVE
+ WATER PAINT MARK
WATER METER
+ POWER PAINT MARK
FIRE HYDRANT
4 CABLE PAINT MARK
ICL
Eg
POWER POLE
POWER VAULT
QD JOINT UTILITY PAJNT-*ARK
M
ELEC J/BOX
E
TEL PED
t)
M
CABLE TV PED
Pq
ELEC. TRANSFORMER
. .
PERMIT COUNTE!
ju
z
0
U)
z
oul.
n t�u
__j
Z'
-2 7AI
Of
CD
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cis CA N
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0
u
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0-0
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N
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RESUM
APR — 6 2006
BUILDING DEPARTMEW
CITY OF EDMONDS
c3
SOMO FE S8 8 - �32
18 x2
__L_
2 r2 C6
HOG WIRE FENCE\
11
1 59.77
-
OD 5 8- lEill
A
0 �6, 1
2C .21
p
Film VICINITY MAP
APPUCANT/O�NER/DEVELOPER:
EAGLEWOOD HOMES INC.
18607 OLYMPIC MEW DR.
EDMONDS. WAI98020
MAL.
ATTN. CRAIG FEIMER
W
IM3 'Tt*A—
PHONE: (425)�771-65822
SUUAWO INialOWS
__295
FAX: (425) 775-8395
STE ADDRESS
O?IGINAL
To, FLOOR*
n"AT8 11131
K
18021 ANDOVER ST.
EDMONDS. WAI98026.
LOT LINE
WD" 0 321L,
irftAl ko""&
I
LOT COVERAGr CALf-
ao
If
25'!
LOT AREA- 2,4615 SO. FT.
67.
677-6-
BUILDING FOO--PRINT (INCLUDING O.H.)- 3398 SO. FT.
If
DECK- 260 S�. FT.
3658/ 246151 14.8%
PROPOSIED
"-,A
If
PARCE A
RES1311ENCE
IMPERNAOUS C-ALQ,
TOTAL IMPERVIOUS AREAS BUILDING STRUCTURE AS
ri
NOTED ABOVE= 3658 SO. FT.
CONC. DRIVEWAY & WA.LK- 959 SO. FT.
CARPORT
TOTAL IMPER\lOU IF T.
S AREA- AtbXl SO.
24615'-
A
HEIGHT CALC.
j
me ObL
A
Tyr. a W
~."a :
I . C 308.0'
If
JD4. .......
7-
Lo
-...I .
D 301.5,
'505 AVG. / 4 307_$
;IDJ2.10f)
'
MAX. GE H,_IGHT 3OZ.5 + 25'-
Ty
ACTUAL RIDGE HEIGHT- 325.17'
ru r4.--r4 r
2
DRAINAGE
TiGHTLINE N61 ROOF DRAINS 10
---------------
GRADING
398 CU. YDS� OF DiRl TO BE REMOVED OFF SITE
7
30' ROAD & UTI ITY
& UTI + LEGEND
AF�
0 CATCH 841. _w STORM DRAIN LINE
FL
CURB
W'm
a C4.
-C tft"
-It;v I
I
0 YARD DRAIN s SANITARY SEWER LINE
I
(D SANITARY SEWER MANHOLE + . GAS PAINT MARK
PED
-SD- —
-Fit
sl) so
eoA)I NCE
9, 160.00
19
T
S MET
wv + WATER PAINT MARK
WATER VALVE
` ' + POWER PAINT MARK
�AiER METER
FILE
LEC& DE
i488-50*39'E 262.89- m
CB-C
RDA 7
"OW
6- ;W lEt3O4.52
12' PVC W IE-304-52
141
ABLE PAINT MARK
4 C,
FIRE HYDRANT
M—JOIN. UTlLI.TYeAINT R
ItL POWER POLE
'E9 POWER'VXULT
GRAPHIC SCALE.,.,,.,,
20 0 10 2,0 -4 ql..ELEC--J/B0X
SlTk !P�L�AA N E., TEL'PEO
IF 0.
_V 0 2006
C2 CABLE TV'PEO
SCALE: I" m W-101"
(IN FEET) P9 ELEC. TRANSFORMER
I Inch — 30 f t. PERMIT COUNTER
SEAM
3--
MUNI
0
U) ;z
z
r
orjv
)tu
z
0
sm
2
SHEET-
'12
9
#4 CONT.----' jj
7" MIN. --
EMBED
J4 VERT
Ii U.U. MAX
ALT BEND
#4 CONT,___/f
TYP. WALL'SECT
SCALE : 3/4" = V-0"
3�14" 0. S. B. T & 0
0
F OR FRAMING
GLUED, NAILED &
INSUL. PER W.S.E.C.
(R-30 U.N.O.-O/
UNHEATED SPACE ONLY)
SIMPSON A35 CLIPS
i
EAST JOIST TO MUDSILL
P.T. MUD SILL w� 5/8" DI,ii A
12* OC w/ 2"x2'x3/16" WASHER P
I.B.C. 1806.6.1 4-3/8 is �nin. & 12
OR
EA. END JOINT & CORNER EMBED
2N
BOLTS 7" MIN. INTO CONC. Now
'#4 VERT. REBAR 0 10- O.C.
3/4" MIN. TO 1" M AX
l�COVER TO VER11CALS _j
VO
IN
X
;_rg
6 MIL. "BLACK" V;B.
+ HOR. REBAR
R 05 HOR. REBAR100" 105."C.O.C.
l'- 4 1
MIN. -
FREE DRAINING BACKFILL
2x4 NTH 2" AIR SP.
INSUL. SPACE TO R-21
viv
8" THICK CONCRETE
FOUNDATION WALL
V
(0 #4 DOWELS 0 12' 0.0.
01
r N 0,
A I
ALTERNATE SIDES
r1g,
NIP
FOR HOOK
V-4 510
ORN
4" CONIC. SLAB
6 MIL BLACK V.B.
4ft MIN. GRA' J
NDULAR
BASEMENT"
CALE : N TS - 110'
ROOFING MATERIAL
(.SEE ROOF PLAN,
30# FELT EA. COURSE
\" RATED SHTH'G�INDEX 32/16
2 X RAFTERS & LG. JSTS.
(OR TRUSSES�- ROOF PLAN)
BLOWN -IN INSUNSEE GEN. NOTES.)
1". GYPSUM 13D. C1 ILING.
INSUL. BAFFLE I:) E-AVE VENTS
2 X SOLID BLKG. I N/ 2- X 12-
SCREENED. VEN S�10 W-Oft O.C.
"SIMPSON" H10 S&MIC CLIPS
0 EA. RAFTER Sc rO bLKG.
"OPTIONAL SOFFI
"ACX" PLYWD
I CONTI SCRN'D NT
GIL GUTTER ON 2 X 8 FASCIA
SIDING (SEE ELE 0ONS).
15# BLDG. PAPER! (OR TYVEK)
\" RATED SHEAlliIii
2 X 6 STUDS 0, 1 " 0. C.
3ATT INSUL (SEE EN. NOTES)
GYPSUM BD.
FLOOR FINISH
PART. BD. UND-RLAY
CDX PLYWOOD SUBFLOOR
2 X FL. JOISTS (St PLAN)
BATT INSUL (SEE 1EN, NOTES)
(OVER UNHiATED I PA ES)
\" GYPSUM BD. CEILING
2 X RIM JOIST
BATT INSULATIO] (3EE WALL
INSULATION SPEd BOVE
FLOOR FINISH
3\- CONCRETE SLA
(OPT. 6 X 6 10/10 W.W.M.)
R-15 EXTRUDED PO_YSTYRENE
INSUL EXTEND 24"1 ;'ROM EXT WALL
6 MIL POLY VAPM1 3ARRIER
4" COMPACTED G A4ULAR FILL
2 X 6 P.T. MUD 3ILL WITH
��J" - A.B. 0 f8, D.C. W/ SIMPs0q
BP.1-3" BRG , >,IOR APPRVD
Do EQ. (MIN * F 2' ER PLATE
0
& W/1N 'I 2� F$NY CORNER)
MIN. FOUNDATION aDIMS.
O.D � -7 8 C
3 C.
1 STORY.
STO
-2 STOM7, i-5
3 STORY- 1 8-
C"
z '03 I.R.C. ", A' ii
I STORY- 15'_ 7" 6
2 STORY: 15 7"
04
3 STORY. I 23'_L 8
SEE OPT. 64ET "i
FOR OTHER cONATIONS
THAT MAY APPLY.
_4" - PERFORAYE) DRAIN
TILE (TYP. lii . REQ'D)
ION
REV.1 05 1 /04 2S5SWSOO
.FRAMING & FOU,N1 ATION DIM.
FINISH PER ELEVA ON
15# BLDG. PAPtAlOR
AIR INFILTRATION ARRIER
7 16" OSB SH'ENTHING OR
-0d SHEARWAQ iCHEbULE
2X6 STUDS 0 W'I D.C.
I I
16D 0 8" O.C. SO-E PLATE
NAILING EXCEPTIA3 NOTED
-ON SHEARWALL PCHEDULE
!I
- 2x TIM JOIST P�R,I PLAN
.(2)#4 CONT. 0 TO:)
FINISH GRADE
8- FOUND.-(2 # R/F BAR 0 TOP
4" DIA. DOWNSPOUT TIGHTLINE
�n,TO APPROVED I DSCHARGE
VERTICAL REINt6rCEMENT'
PER SCHEDUL
ASSUMED SOIL CRITERIA:
ACTIVE PRESSLRIi-
Q PCF
BEARING- 2001
SF
0
CONCRETE: 5 112
SACK
REBAR: ' GR40 ;1
NOTE;
FLOOR DIAPHRAM
AND SLAB
TO BE INSTALLED
PRIOR TO
BACKFILLING 1 '11
-WATERPROOF COATING OR
BARR? I ER 13ELOW 6RADE TO BE
INSTALLED BY �EkTIFIED.
BONDED INSTALLER
4" DIA. VtKv.. PIFE/PEA GRAVEL
FILL/WRAP W/ FILTER FABRIC
3-#4 CONT. R.EBA�R
S.' MIN CONC;1.] COVER
FOU IN 'WALL
Alli
FINISH UNDERLAY
AND SUBFLOOR.
2X BLK'G
0 BEARING
G-FLR * 'kAM
.............. I ......
BC4
CONN. POST TO
BEAM.
4 X 4 POST
4 -- - - - - - - - - - -
TlE POSTS 0 BASE W/ 2x4
MEN HT. EXCEEDS 3
CONIC. FT.G.
JOIST'FLR. CONN.-
[. = 11-0. JSTCONN
I- ANCHOR BOLTS
4'�--O 0. C. TYP.
#4 BARS 0 18- O.C. 3\- CONC. SLAB ON 6 MIL
MOiliSTURE BARRIER ON
4" GRANULAR FILL
won
DETAIL.
SCALE : 3/4",= 1"i
REV. 9/97 BASETHIC
661-01,
LOOR f RAMING NOTE5:
-2XG EXTERIOR 5TUD WALL @ I G" O.C. U.N.O.
-R-21 BATT IN5ULATION IN WALL WITH VAPOR BARRIER. U.N.O.
-HEADER5 AND BEAM5 TO 13E GX81 D.f. #2 OR 4X,5 D.f. #2 fURRED OUT. U.N.O.
-REf ER TO ELEVATION5. fOR PLATE HEIGHT5.
-fIRE BLOCK ALL PLUME31NG PENETRATION5.
-PROVIDE 50LID BLOCKING, OVER BEAM5 BEARING WALL5.
-ALL HANGER5 BY 51MP50N OR EQUAL.
-DOUBLE 5TUD P05T LAMINATED TOGETHER WITH I Gd -(2) EACH END THEN 12" O.C. 5TAGGERED
POINT LOAD IF ROM ABOVE).
BAffLE5
01
Lowor
-IN5ULATION AT EAVE TO EXTEND G" ABOVE BATT5 AND 12" ABOVE BLOWN IN5ULATION.
CRAWL 5PACE VENT CALCULATION:
380 5Q. FT. 0 50= 2.53 5Q. I'T. +25% INC. 3. 1 G 5Q. fT.
kit
3. 1 G 5Q. fT. /.71S_ = 4. 1 G
PROVIDE (5) 8" X 14" VENT5 MIN.
1'- 5"
91-0. 6'- 4
12'-3" 6 1 01101, 9'-0
_9UFPORT13EAM NOTE5: 15'-9"
F
-50LID 131-OCKING OVER
5UPPORT5.
.'I i'MIN. AIR 5PACE AT BEAM DECK LINE _�BOVE_
END5 NEXT TO CONCRETE - - - - - - L - - - - 4 PROVIDE (5) 8" X 14'
r CRAWL 5PACE VENT5 MIN.
BM.
6 X 10 1,. 1. 13111 6 X 10 p 6 X 10
c"I
WALL5. 6 X .10 P. T. r - -i I I
J 13M. P. T. M. F
4-1-
-MULTIPLE J015T5 LAMINATE 6 X 6 P.T. POST W/ 4-- 7E�
, W/ I Gcf @ 12 ." O.C. _T 4 4�
TOGETHEP SIMPSON "CC66" L 7 ; T
-COL. -CAP & 20%20"00" 2t`7 2" �q x241 '4 d 24"x2Lfx1 e:'
5TAGGERED TOP AND - CONIC. FTG. 10 CON 0 20"x2O`i REFER TO
Stb!E� �NPI366- w
11or - - CONC. FTG. CONC. FTG.
BOTTOM, (2) 1 GcI EACH END. POST BASE TYP.-.- __T CONC. FTG. SHT. DETAIL TYP.
FLOOR. LINE -ABOVE
12"
rG
NEW 8" CONIC. WALL ON 8"
L
Do
X 18" CONC. FTG. U.N.O. :z X
U)
'z 2. .1
FLOOR LINE
T
HOSE T. NEW 8" CONC. WALL ON 8
-- ----- - Ag
0 X 6/8 SL. _�.BQVE
67 7A SjL_DR*
1-12)-_V30 X 5 0 w I I W/ 1/0 TRAN ABOVE 5/0 S.H I
N - - - - - - - - - I- sw 'I BIBB (2) 3/0 X I X 18" CONC FTG H m in
JIM i R I
C 0 L L R-C T 1 0 N
L*ENSE NUMBER: -
THESE Pi NM BASED UPON THE ORIWIAL DESIGN
COPYRIGHT Q 1998 ALAN MASCORO Di AIISW�INC.`
PEWISS1151i -MAKE ANSIONS f0_1HE _XA_MHALDU§M
WERE GRMTED. BY UCNSF� TO (END USEF*
CRAJ* RIMM
EAGLEW000 MOM
ISOM Di MEW DR
EDMOM - INA 98020
I'M MV%AL (Ali
AND THEIR Di
RON JOHNSM ARCHITECT
19801 23RO AVE NW
SHIOREURE. WA 919177
. -DIML, (4951 771-6822
"nE ALL RIGHTS TO. TM ORIGINAL DESIGN Aft MLY,
RETAINED BX " MASCORD DESIGN ASSOCIAX% INC. TK
UCENSFZ AM 7flEIR AGMTS, . ARE FMLY RESPC"MU FDR
SUPPORT114 ", DESIGN, IN ITS KMW roft
Moscord preparim ftj-pjFh for Lrwo bylti 0"b)mom
Hayti adoptatiom of th: =. Itly. meet 11-1110 -tot. and .a
bulding c0i Old 1:�=� andix on *14 110 the
d,=re", i of tho In M vM not be
res i for iMy.(jqm6fi In
� . pan
IntW Of the Pi in oxcese".3nuti :1r=0=
U94. WIs can there". must w=rkzw ON
almond" and d 0 Isi
M INTAW TO 14'01-
- - - - - - - - - - - - - - - - - - - ---- - - 44 - - - - - - - -t-6- X J 2 -HDR- 11 a" `1
- - - - - - - - - - - - - - - - - - -
s- - -
24"x24i 2
STED DIRECT 4 CONC. FT C5
to
W/ COMB. AIR VENT & 20 111
2 X 10-
to (@69 Ad FLUSH HEARTH INSTALLED III CRAWL i "I
"06 PER MFR'S SPECS/CODE FLR. 0
10. SPACE (;2 111 ists. o M
1110 1110 1110 16 O.C. I If<
110 j B R #3 tsi cc)
I-- 3\" CONIC. SLAB ON '6 MIL (3 x
V) 13/0 X 1310. C3 11Z
MOISTURE BARRIER ON B R # 2 1111:14 n
(9' CLG.) 4" GRANULAR FILL 11 N LL- N 0 11 11
3`1 11/0 X 12/6 In X�
0 '3 111� 0
c1q 0 N
C14 24"X24"Xl 2" 110
1 (9' CLG.) 111 11� - 111�
GAMES III x CONC. FTG. 111 12
�jp!i vi 1� III -- IQOI
18/0 X 1 6'- 4' 111 J11 I
Im 5'- 1 31 1-211 211 4P-O" a - 3`16 60
k _. 4'-
0 6 24%24i 2i
(9' CLG.
CONC, FTG. x
I) Q I w. 0
ps, 1
12 M.
-4
- - - - - - - - - - -X20-X1 I
A (3) 20
L - - - - - - - x 0
I 28"X28"i 20"X20"00"
r CONC. FTG. CONC. FTG. to
CONC,-,F.TGS.
A, S
X 9' 24F G.L. B*.
pj (FLUSH) L - - - - - -
y-
(3 0.
20"1 "00
d CONIC. FTG. 4'-0" L, 5 211 L
C11 It -I- 1 01 w Im
04 4 1
0 Im I CRAWLSPACE
d b - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ACCESS
BR #4
I >1 0 1
b DO CJ 13/0 X 1310 - - - - - - - - -
-- - - - - - - - - -
'_I, �i __ ____ - - - - - - - - - - - - - - - -
_I V)
�2 19 (9' CLG.) r 5/0 TUB/ 7.
1 2 - - -
>4 20"x2O`i 0" - 1 a 80% PLUS FURNACE
NAT. GAS WATER HEATER
CONC. FTG. 5 (PILOT LIGHT 18" OFF FL.)
x
10 it
C EAR DO
Zr
0)
It
6
to (D4
(6 Z_
L DDO _j
0
- - - - - - - - - - - _:j.
STORAGE r -----------
----------- ------
0 I____4j
R S
to
f2 -4*CC -T
13'-8"
FO V)
cr 5 - 40 +
LID
P
XI c� vo 1 4 B.W/__Op
12'- 4" A 6--X, 6
10/10 W.W.M. ON 4" GRANULARj' FILL,
< 12- THICKEN SLAB W/ (2) #4 13ARS 0 (A
54- 2 9:
0 HORIZ CONT. TIED TO FND WALLS
V) COO AT GARAGE DOOR OPENINGS.;
I- x
V) Cq
0
*6
b STORAGE 'to
IN U- 1 0 4" CONC. SLAB W/ OPTIONAL 6 X 6 1
C:, I -
.1 u- 0 10/10 W.W.M. ON 4" GRANULAR FILL.
0
00 - 12" THICKEN SLAB W/ (2) #4 BARS
-00
A HORIZ CONT. TIED TO FND WALLS I
C14 %F w 4 - - - - - - - - - - - - - I AT GARAGE DOOR OPENINGS.
7.1
T- I
-------------
0 DO
T- T
b
Sim. to
Sim.
HIGH CONIC.
B 20"x2o"x1j"
LAB CONC.
F§W 5 TO BE 4' 0 20"x2Oi
ONC. F Fql. A WALL A13OVE S FTG. V
'ON 8
NEW 8" CONC. WALL - - - - - - - - - - - - - - - - - - -
L3
X 18" CONC. FTG. U.N.O.
I Ir
I r LI i P -
NEW 8- CONC. WALL ON 8
X 18" CONC. FTG. U.N.O.
- - - - - - - - - - - - - - - -
co��
ULI T TG.
A
NOTE: _j E-�
FOR SW INFORMATION
-SEE SW SCHEDULE PAGE 7
(ROOF FRAMING PLAN) 911 V-101", V-44"
1 16'-3" 1'-4
14'- 0" 1 L 6,-0" 13'-0" 1 -1 20'-0"
�1 L
LOWER I FLOOR
SCALE 1/4"
FOUNDATION PLAN
ch
LEGEND
1
RECESSED INCANDESCENT
4 RECESSED DIRECTIONAL
INCANDESCENT FIXTURE
WALL MOUNTED
INCANDESCENT
SURFACE MOUNTED
INCANDESCENT
SURFACE MOUNTED
FLUORESCENT'
0 RECESSED EXHAUST FAN
VENTED TO THE EXTERIOR
1�_CASABLANCA TYPE
CEILING FAN
DUPLEX OUTLET
CEILING MOUNTED
DUPLEX OUTLET
220V OUTLET
FLUSH FLOOR MOUNTED
.OUTLET (VERIFY LOC.)
44 TELEPHONE OUTLET
ITI TELEVISION OUTLET
SPEAKER LOCATION.
110 VOLT SMOKE. DETECTOR
@ (SEE "GENERAL *NOTES'
FOR OTHER SPEC-S)
4 X 4 POST FROM
ROOF HIP, VALLEY OR
RIDGE DOWN TO BEARING
POINT ON.WALL BELOW
(MAX. OF 45 A FROM VERT.)
BEARING WALL SUPPORTING
STRUCTURE ABOVE
4 X 12 HDR. 0 DR. OPENINGS
OR FLUSH FLOOR FRAMING
MEMBERS W/ BUILT-� UP. COL.
OF 3"X BM. WIDTH EA. END
DROPPED STRUCT. MEMBER
( PROVIDE COLUMN EACH
END - MINIMUM OF WIDTH
OF THE BEAM. )
S-FLRLI! IqD 08 7
LOWER FLOOR 16M So. PT.
MAIN FLOOR 2085 SQ. FT.
TOTAL AREA 3713 SQ. FT.
FIL
COLUMN NOTE5:
-COLUMN5 TO BE 4A
UNLE55 NOTED.
-COLUMN BA5f_5 8"± ABOVE
GRADE AND I" ABOVE -
CONCRETE OK PRE55URE.
TREATED.
-5ECURE COLUMN BA5E WITH
51MP50N. P1544 COLUMN
BRACKET. OR, EQUALi
RES B
BU11.01ING DEPARTMEN'T
cilly OF EDMONDS
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A 'CEFTP UL 0.20, W1 21
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SDR 36
".J� 7..
40 ' , 1�
t
wo FOCOR I-
p
bN-w 3
BUILDING HEIGHTS
0 FLOOR 49 Zu u'
G
M=INFLOOR 0 30
T
ORIGINAL op PLATE 0 31
R
LOT LINE IDGE IT 325.1
MAI klom a
6 7'- 6' 25'r
67.
V)
0
PROP09ED
'AAvv
RESMEN'CE
CY) 0
PARCE A 41
m
m
GIVI
CARPORT
PROPOSED
GAS METER
f "0.
24
'N Typ. OF
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WATER & SEI kR,
C� I q5lul
I SPECTIONS F �EO'D. -xD ,
w
COTC. DRIVE
OAL 425-771-0220 EXT. 1320
Y-UPOST UCTION
---- ------ -------------- ---- ---
7 0 REQ IRED
. ............ .. ....
.......... : . ...... .. .
......... . . .... ..
........ ...... ........ .... ....
... .............. * . ...... ..
.......... ...
...,..............ASPHALT RDA
.0 30' ROAD & UTILITY
.............. .. ..... . ... . . .. .
........... w ............. .......................
........ . ........................ ..... .......... EASEMEN1
. . q .. . . .... . .
e? I AF#
. ... .. El CATCH BASIN SD— STORM DRAIN LINE
..........
.............................................
FL VOLLED CURB ........ ....
+
YARD DRAIN —SS— SANITARY SEWER LINE
--SD- 5—
BOA� FENCE 160.0 :;B-C SANITARY SEWER MANHOLE + GAS PAINT MARK
0
X X
X--------- x__ 11
N88-50 35 E 262.89 fA wv
ES�21PTION: CB-C SET RE.RAf!� & CAP WATER VALVE + WATER PAINT MARK
\-1 'I — RIM=306.67 4 LS#1-4490 (TYP)
276880qlOO600 6" P—VCN IE=304.52 WATER METER PODWER PAINT MARK
12" PVC W IE=304.52
�11� NORTHWEST OUARTER OF N-'H.ST OUARTER OF SECTION 18. TOWNSHIP 27 NORTH.
ON M., IN SNOHOMISH COUNTY, WA CABLE PAINT MARK
1-3 ES S FOLLOWS: FIRE HYDRANT
OTO. D CRBED A
CORNER OF THE N __! T DUARTER OF -1 NORTHEAST UARTER OF SAID `Qj POWER POLE JOINT UTILITY PAINT MARK
3T 44t, --,zT.,
JTH 186 PEET TO THE TRUE POINT OF [GIN.I'l;�..r
4 ING SOUTH 155 FEET; Um b/ "I / alt Eg POWER VAULT
STINU GM
IT 250 FEET; GRAPHIC SCALE
STH 155 FEET;
T 250 FEET TO THE TRUE POINT OF O'GINNING; -20 0 10 20 40 E@ ELEC J/BOX RIESUB
/EST 90 FEET THEREOF-.
YN AS A PORTION OF LOTS 7 THROUGH 16. INCLUSIVE, IN VACATED BLOCK 3. INCLU OCK 3, SITE PLAN VIAW - 3 2006
NORTH HALF OF VACATE[ ASHLAND AVENUE FROM THE WEST LINE OF 8L 12 TEL PED
EIN AND THE DING VACATED
SOUTH RUNNING TO THE EAST LINE OF SAID LOT 11. BLOCK 3,. PRODUCED SOUTH, ALL IN THE FIRST vv
)-CITY OF EDMONDS, ACCORDING TO TH' PLAT THEREOF RECORDED IN VOLUME 2 OF P SCALE: I EA CABLE TV PED
)S OF SNOHOMISH COUNTY, WASHINGTO 1). LATS, PAGE
01 (IN FEET) BURDING DEFARIT,104T
1 inch = 10' ft. FAI ELEC. TRANSFORMER CiPe OF EDMONDS
HRIMARY CONTACT VICINITY MAP
APPLI CAN T/OWNER/DEVELOPER:
EAGLEWOOD HOMES INC.
18607 OLYMPIC VIEW DR.
EDMONDS, WA 98020
ATTN. CRAIG REIMER
PHONE: (425) 771-6822
FAX: (425) 775-8395
SITE ADDRESS
180al ANDOVER ST.
EDMONDS, WA 98026
LOT COVERAGE CALC.
LOT AREA= 24615 SQ. FT.
BUILDING FOOTPRINT (INCLUDING O.H.)= 3398 SQ, FT.
DECK= 260 SQ. FT.
3658/ 24615= 14.8%
IMPERVIOUS CALC.
TOTAL IMPERVIOUS AREAS BUILDING STRUCTUREAS
NOTED ABOVE= 3658 SQ. FT.
CQNC. DRIVEWAY & WALK= 959 SQ. FT.
TOTAL IMPER'VIOUS AREA= 'SO. --�7T.
/ 24615=;)�,� % APPROVED AS NOTED
HEIGHT. CALC. BY E-1,1131NEERING
A Zqa.5d- �-rAmAIJI I
B
V. �
C 308.0' Date:
D 301.5'
AVG. 4
MAX. RIDGE HEIGHT - 30Z..5. 25'=
ACTUAL RIDGE,HEIGHT- 325.17'
DRAI NAGE
TIGHTLINE NEW ROOF DRAINS 70
QRADING
398 CU. YDS. OF DIRT TO BE REMOVED OFF SITE
OWNER/CONTPA('TOP iQ opopnhipi
DLr_
LEGEND FOR EROSION CONTROL AND DAMAGE
Ci
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BOARD FENCE S88*52'32"
X_
x _—�x x
N
262.66
BUILDING HEIGHTS
01
GROUND FLO R @ 2
/X:
MAIN FLOOR @ 30
ORIGINAL TOP PLATE 0 31
RIDGE @ 325.1
LOT LINE
A
T100A.-
67.2
Cn
0
00
m PARCEL A
CARPORT
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do 0
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HOG WIRE FENCE\
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— — — — -- — — — — — — — — — — — — — — —
— ------- ---
I—
w w�\\,\�v
67/-6//
25":
40
r
lc�
.11PROP09ED
REMESIDfENCE
m
M GE
"EIGHT-327/-5*l
7
GM
-3
PROPOSED.
GAS METER'
2 O.H.
41'
Typ. ROOF
CA
CD
t vl,"Aj gr�
y)B
r... ! ................. .... ..................... mr ff (0-
I -I- k S. . 11-1.1-1.1-1.1 .................................................
............. ............................ .....................
......... ... ....... *.*.,." ..................................................
9
11 11 11 -XI
N88*50'35)'E
LEGAL DESCYIPTION
PARCEL A:. -
PARCEL # 27t 800 100600
K
m
THAT PORTION OF THE NORTHWEST QUARTER OF 14E
NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 27 NORn
RANGE 4 EAST, VA., IN SNOHOMISH COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNINg-A-T THi NORTHEAST CORNER OF. THE N -RTHWEST
'QUARTER OF THE NORTHEAST QUARTER OF SAID
ECTIM 18,
THENCE WEST 440 FELT;
JIEGINNING;
THENCE SOUTH 186 FEET TO THE TRUE POINT OF
THENCE CONTINUING SOUTH 155 FEET;
K
THENCE WEST 250 FEET;
THENCE NORTH 155 FEET,
THENCE EAST 250 FEET TO THE TRUE POINT OF B---GINNING;
LESS THE WEST 90 FEET THEREOF;
(ALSO KNOWN AS A PORTION OF LOTS 7 THROUGH
16, INCLUSIVE, IN VACATED BLOCK 3, INCLUDING VACATED
ALLEY THEREIN AND THE NORTH HALF OF VACATEE
ASHLAND AVENUE FROM THE WEST LINE OF BLOCK 3,
PRODUCED SOUTH RUNNING TO THE EAST LINE OF
SAID LOT 11, BLOCK 3,. PRODUCED SOUTH, ALL IN THE FIRST
ADDITION TO CITY OF EDMONDS, ACCORDING TO TH--_
PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE
131, RECORDS OF SNOHOMISH COUNTY, WASHINGTO1.4).
IN
........ ........ ....
............. .......... ........
URB
FL OLLED_ C
....... .....
......... ....
D__ _S D�S D�S D
B C
BOA� FENCE 160-00
x x
262.89
CB—C SET R E-BA�' & CAP
RIM=306.674— LS#1-,�'490 (TYP)
6" PVC N IE=304.52
12" PVC W IE-304.52
—20
Qj�
0
CP
�';:T` '1111151, 4 111`11'111`11",��
20
m
0\�
1815V pl, S.W.
k84TH AVE. W.
182ND PL S.W.
I 184TH STREET SW I
PRIMARY CONTACT VICINITY MAP
A rr-LK,/-\lN I/ UVVNr_M/U VLLU�-LN:
EAGLEWOOD HOMES INC.
18607 OLYMPIC VIEW DR.
EDMONDS, WA 98020
ATTN. CRAIG REIMER
PHONE: (425) 771-6822
FAX: (425) 775-8395
SITE ADDRESS
ANDOVER ST.
EDMONDS,'WA 98026
LOT COVERAGE CALC.
LOT AREA= 246.15 SQ. FT.
BUILDING FOOTPRINT (INCLUDING O.H.)= 3398 SQ. FT.
DECK— 260 SQ. FT.
3658/ 24615— 14.8%
IMPERVIOUS CALC.
TOTAL IMPERVIOUS AREAS BUILDING STRUCTURE AS
NOTED ABOVE= 3658 SQ. FT.
CONC. DRIVEWAY 959 SQ. FT.
APPROVED BY PLANNING
TOTAL IMPERVIOUS AREA
6�'T 41 4�la
24615 A 0 V_
HEIGHT. CALC. Zone - IQ's Corner Flai�
A 5SAbac
ts Required Actual
B 30Z. 01 Front IQ 5
Sides �?12-1;
C 308.0 Rear 3-
Other
D 301.5
-He.i.ght- -7
_Z_2.L_ - - 7
AVG. i Zi 0,0. 4
MAX. RIDGE HEIGHT — �3OZ + 25
.ACTUAL RIDGE HEIGHT— 325.17
DRAINAGE
TIGHTLINE NEW ROOF DRAINS 70 %
GRADING
398 CU. YDS. OF DIRT TO BE REMOVED OFF SITE
LEGEND
CATCH BASIN
SD—
STORM DRAIN LINE
0
YARD DRAIN
SANITARY SEWER LINE
_SS—
SANITARY SEWER MANHOLE
GAS PAINT MARK
wv
WATER PAINT MARK
WATER VALVE
P�PWER PAINT MARK
-WATER METER
CABLE PAINT MARK
FIRE� HYDRANT
+
JOINT UTILITY PAINT MARK
c-O-)
POWER POLE
R
POWER VAULT
-ET HLE
ED
ELEC J/BOX
M
TELPED
ICA
CABLE TV PED
APR 6 2006
FA-1
ELEC. TRANSFORMER
BUILDING DEPARTMENT
CITY OF
LLJ
LU
Lu
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u
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0
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Lu N
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or
d7:
1� p. :J
(IN FEET)
1 inch = 10' f t.
1� p. :J
(IN FEET)
1 inch = 10' f t.
5 ( qt pw-1
RESUB
APR - 6 2006
BUILDI�a DEPARTMENT
CITY OF EDIVIONDS
tit""E'T FILE