23427 ROBIN HOOD DR.PDF11111111111111
12959
23427 ROBIN HOOD
DR
CA FILE NO. C(Q -
Critical Areas Checklist
--------------------------------------------
Site Information (soils/topography/hydrology/vegetation)
I Site Address/Location: ZS'12--1 RO 6 r fu H000 0 k, IV G M 0 fu ri W,4 9 R C-) Zo
2. Property Tax Account Number: _',� '7 / 3 —0oe1-01,Y—ao5 01/_nC� S7ef-00Y-01�-S-0002-
3. Approximate Site Size (acres or square feet): /80'-/ 13,,' ::: 0, 5- 5- ctxict-s
4. Is this site currently developed? v" yes; _ no.
If yes; how is site developed? ot.5 (UZ
5. 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 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 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 of year-round standing water: A10 Approx. Depth:
7. Site contains areas of seasonal standing water: /U 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway /I/ P floodplain_ of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? - /d A 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: NO
-------------- 7 -------------------
:For: Cit.y.Staff:Use::On:iy�����--�---� ------ lw-_"�.
.... . . ....
:1. Site is Zoned!
:2,.:, ... ;,S.C.S.:mapped..soil,.t.ype(s)'�.... A
Weiland inventory or C.A. map m'd es wetland present4n site? t%J 0
:4..:::.:: Critical Areas inventor.y.or:C�A..::map:::indicates::CriticaI Area.owsite.
. .. .. .... .. ?
S ite.:,with in designated �earth: subsidence: landslide: hazard areaT.::.:Pp:
ted on the Environmentally Sensitive Areas IV, p.
Site designa jj
::D9TtkM INATION
Re . vi . e . we . d
CONDITIONAL WAIVPR
........ ..... ... . ..
/Date
%&-chkAoc; Rev 10/03/97
City of Edmonds
RECEIVt'D �
JUL 2 0 1999
"KW CRITICAL AREAS CHECKLISrPEVELOPMENT SERVICES
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, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
A LL�j f?' f- /JO /t V Eru 10 0 e r-
Name
2-3 '12- -7 6 1-4 0 0 0 LDE
Street Address
EOm olu as w /4 96020
city State 1. Zip
2o6 '5 '-/ L 3,5 q 0
Telephone §�)o�
Signature
'7- -2- o — 9 �
Date
Applicant Representative:
Name
Street Address
city State Zip
Telephone
Signature
Date
(over)
creception�anakaddoc
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
I em� DEVELOPMENT SERVICES DEPARTMENT
-9 lz� Planning - Building - Engineering
C. is
�August 3, 1999
Allyn and Doris Schwinkendorf
23427 Robinhood Drive
Edmonds, WA 98020
Subject: Determination regarding Critical Areas Checklist # 99-204 & 205
Dear Applicant:
BARBARA FAHEY
MAYOR
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
IMPORTANT INFORMATION TO BE NOTED.— . .. ......
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLtS OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL 40
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Enc: Determination
* Architectural Design Board
C:ReceptionUana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Planning Secretary
Incorporated August 11, 1890
Sister City - Hekinan, Japan
CAFILENO.
Critical Areas Checklist
-------------------------------------------------------------
Site Information (soil s/topography/hydrology/vegetation)
I . Site Address/Location: RO 6 1 tu H000' 13 e'l V G 'I E rii o ju n _s; w,4 9 p 0 240
2. Property Tax Account Number: _,��'7 / 3 — oo it — 0/ 4/ - 00:5 - 0.-nc� :S7�3-ooy-ol,- _o00Z
3. Approximate Site Size (acres or square feet): 180'y /_3z' 0,5-5- outA-zS
4. Is this site currently developed? -/ yes; _ no.
If yes; how is site developed? ot-, (UZ I d",6�7
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
V" 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 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 of year-round standing water: NO Approx. Depth:
7. Site contains areas of seasonal standing water: /d 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway /I/ P floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? —A) A — 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: A/0
------------------------------------------------------ For City Staff Use Only ---------------------------------------------- -------- q
A.", siteisZoneV
:2. SCS mapped soil type sp Af I.A 119� 4', /6
Wetland inventory or C.A. map'Micates wetland preseZ s e?
Critical Areas inventory or it.A. map indicates Critical Area on site?
�5, Site within designated earth subsidence landslide hazard area?
:6. Site designated on the Environmentally Sensitive Areas Mao KJ�
IJEAkMINAT1014
^u_cM.doc; Rev 10(03/97
City of Edmonds
Gn
RECEIVE6�-`
JUL 2 0 1999
'N1W CRITICAL AREAS CHECKLISrPEVIIOPMENT SERVICES
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, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
A L L,1 t? f- rJ o /t i,3 -SA W i rJ V E tU rJ 0 k r-
Name
ZZ -/2 -7 6 1 rl 1-4 0 0 0 LDe
Street Address
ECI'hotuas
city State Zip
206 '5- q 6 0
Telephone
XCU41
Signature
'7-2-o— 91
Date
Applicant Representative:
Name
Street Address
city State Zip
Telephone
Signature
Date
(over)
cxeception�anekaddoc
I -�- z
PC. 1 S9
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
-August 3, 1999
Allyn and Doris Schwinkendorf
23427 Robinhood Drive
Edmonds, WA 98020
Subject: Determination regarding Critical Areas Checklist # 99-204 & 205
Dear Applicant:
BARBARA FAHEY
MAYOR
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
IMPORTANT INFORMATION TO BE NOTED:,
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY.
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Enc: Determination
* Architectural Design Board
C:Reception\Jana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Planning Secretary
Incorporated August 11, 1890
Sister City - Hekinan, Japan
ERMIT EXPIR
DATE RECEIVED _1*FP ES- �11_;,
USE PERMIT rellf_-- oz 9'4,
CITY OF EDMONDS ZONE NUMBER
7CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT#
ADDRESS —7
C
OWNER NAME1NAME OF BUSINESS /)4 A
& vi PLAT NAM E/SUBDIVI SION NO. LOT NO LID No.
IE MAILING ADDRESS LID FEE $
W TESCP Approved
z PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
RW Permit Required 0
Street Use Pennit Req'd (3
0
CITY ZIP TELEPHONE EXISTING — PROPOSED Inspection Required 0
Sidewalk Required 0
REQUIRED DEDICATION— FT Underground
D `5 31�� A-P Wiring required 0
NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED
so No 0
YE
I — W
ADDRESS REMARKS z
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
cc r� 4- 1,11-5 T 1�-j z
U)
CITY C)
t& 4. ZIP TELEPHONE
Vj
NAME
0 6 (7
ENGINEERING REVIEWEDIDATE
ADDRESS
0
FIRE REVIEWED BY DATE W
CITY ZIP TELEPHONE
z LL
0
0 01 1
STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY VARIANCE OR CU SHORELINE OR ADB# INSPECTION
REQ�D
_21 OSTED
0 YES IQ NO _IPBOND
SEPA REVIEW SIGN AREA fHEIGHT
PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE I EXEMPT ALLOWED , 'PROPOSED ALLOWED ED
I PROPOS
W I
et-,+ e) 15 cwZ
4- oc, EXP
RESIDENTIAL LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
NEW PLUMBING / MECH ALLOWED tPROPOSED FRONT SIDE REA SIDE REAR
.01 R FRONT UR
COMP LIANCE OR t:z I
ADDITION COMMERCIAL ** I oel,
CHANGE OF USE I - �z 1* z
POKING LOT AREAJ PLArIiG REVI WED+ "Y DATE
REMODEL APARTMENT REO'D �PROVIDED
SIGN 7.
0 GRA?�N FENCE 'e 9
0 REPAIR �') CYDS El X FT) REMARKS
DEMOLISH TANK OTHER
GARAGE RETAIN NG WALL
CARPORT OC �M RENEWAL
z R KE 124� D0(x'F--,fC> 0
I . I I V,
r- (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
YPE OF CONS . T UCT16� jC9DE OCCU . PAN . T 91
GROUP
NUMBER N MEER OF CRITICAL DL
AREAS 19A,
M SPECIAL INSPECTOR REA4f OCCUPAN
UNITS NUMBER REQUIRED[] LOAD
U
OF DWELLING
0 STORIES eES
I (�4
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D �0
0 AjC:,,.,-MjC
-Akilgri-e, -.P�v ELL,. Tt:;U,- -zi,_L
f t�l MW�,t-t V-1? ell,
VALUATION FEE
PLAN CHECK FEE
TSOURCE GLAZING % LOT SLOPE %
i r3 BUILDING
�Ij N - . C, �) � &,) �_' ", �
HECK NO: VESTED DATE PLUMBING
OG
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REG GRADING/FILL
SEPARATE PERMISSION. UIRE
cc STATE SURCHARGE .1114
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
ENG. INSP ECTION FEE
"APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
W IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
i LANDSCAPING
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
cc INSPECTION FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY RECEIPT
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT
DEEMEDTO MODIFY, WAIVEOR REDUCEANY REQUIREMENT OF ANY CITY ORDINANCE j
0 NOR LIMIT IN ANY WAYTHE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION." R CEIPT
MI 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- This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL 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.
OFFICIALS$ 6 ATWRf DATE
�'SIGNATURE (OWN ER O�'�GENT)'_` DATE SIGNED (425)
771-0220 R 'DATE'
ATTENTION EXT 333
J;
'IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ORIGINAL - FILE YELLOW - INSPECTOR
5/9B FAX PINK - OWNER GOLD - ASSESSOR
GENERAL NOTES
(The following apply unless shown otherwise on the plans)
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION), AND LOCAL BUILDING CODE
MODIFICATIONS TO THE UNIFORM BUILDING CODE.
2. DESIGN LOADING CRITERIA
ROOF LIVE LOAD (SNOW) ............. 25 PSF
FLOOR LIVE LOAD (RESIDENTIAL) ....... 40 PSF
WIND ............................... 80 MPH, EXPOSURE B
EARTHQUAKE ......................... ZONE 3, R = 5.5
GEOTECHNICAL
3. FOUNDATION NOTES:
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE.
UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE.
BACKFILL BEHIND ALL RETAINING WALLS WITH 6" FREE DRAINING, GRANULAR FILL AND PROVIDE FOR
SUBSURFACE DRAINAGE.
ALLOWABLE SOIL PRESSURE ............. 2,000 PSF
LATERAL EARTH PRESSURE ............... 35 PCF
CONCRETE
4. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC
SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 2,500 PSI AND MIX
SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE
PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl), GRADE 60,
fy=60,OOOPSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI
315-80 AND 318-89. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2'-0" MINIMUM.
PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30 BAR
DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8".
WOOD
6. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE
WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH
TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS: (2 X MEMBERS) DOUG-FIR NO. I
MINIMUM BASE VALUE, Fb = 1000 PSI
BEAMS: DOUGLAS FIR NO. 1
(INCL. 6 X AND LARGER) MINIMUM BASE VALUE, Fb = 1350 PSI
STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR STANDARD GRADE
7. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC
STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE
ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE
DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE
DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM
BEAMS TO 2,000'RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ALL COLUMNS SHALL BE DOUGLAS
FIR COMBINATION NO. 5, Fc = 2400 PSI, E = 2.0 X 106 PSI.
8. PREFABRICATED PLYWOOD WEB JOIST DESIGN AND LSL STUDS SHOWN ON PLANS ARE BASED ON
PRODUCTS MANUFACTURED BY THE TRUS-JOIST CORPORATION.
9. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN
CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,
EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.
A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH PANEL INDEX 32/16.
B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH PANEL INDEX 40/20.
C. WALL SHEATHING SHALL BE I IZ'(NOM.) WITH PANEL INDEX 24/0.
10. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED.
11. WOOD FASTENERS
NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SIZE LENGTH - DIAMETER
8d 2-1/2" 0. 131 "
16d 3-1/2" 0. 162"
NAILS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING.
FND. M.I.C.
DATUM POINT 100.6
W/TK & L�d.
IN CONC.
VISITED:
Ln
11-17-00
----------------
30.00'
r-
C"
L Y.
3:
00
0
C�
W
0
00
t
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0
0
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0
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----------------
30.00,
LOT AREA
23,754 sq. ft.
LOT COVERAGE
EXISTING = 6503 sq. ft. (27.4%)
PROPOSED = 7621 sq. ft. (32.1%)
PORTION OF
SW 1/4, NW 1/4 SEC. 36, TWN. 27N, R.K., W.M.
SNOHOMISH COUNTY, WASHINGTON
SW COR. FENCE IS
0.30 N. OF PROP. L�� EXI
N 88 "IF W-13'2.00
W
ARNA OF NEW
AS HALT
- - - 62.59' - 6.0
6.0 6.0 1
0
C14 04
CPVERED
ell, 4. . CONC.-
13.0 4.0 13.0
0- EXIST. RESIDENCE
N 611 1850 sq. ft.
'd
(0 0 4:
EXIST. WO D DEC 5 1 .6
212 sq. ft.
- - - 54,45' 35.0
SE COR. FENCE IS
0.15 W. & 0.30 N.
OF NE PROP. COR.
N. END FENCE IS
0.86 S. & 3.12 W.
OF NE PROP. COR.
CE
A
'P
5'-0" REAR
PROPOSED-M
RO P 0 S E D
SETBACK
A A
GARAGE
G R G
2' Lcfi)
5 .1 fE
591 sq. ft.
Sq t.
C)
-
"o
I
D
O�
C
AREA
OF NEW
ASPHALT
39.38
J
�A'
_J
LL
UJ
Of
Ld
U_
0
Of
0
0
UJ
U5
X
20.85'
- - -
C\i
MINIM, MR
CD
0
0 1 10
Ld 0 C�
C; Ld 0 Ui 0)
�4.40' 'E
WOOD . ..............
___ 91�-_
S 88'19'16" E-132.00
NW COR. FENCE
IS 0.13 S. OF
PROP. LINE
\ PLOT PLAN
N 1 11 = 201-011
IMPERVIOUS SURFACE CALCULATIONS
Existing Building: 1850 sq. ft. (constructed prior to 1977)
Existing Driveway: 4653 sq. ft. (constructed prior to 1977)
New Driveway: 518 sq. ft.
New Detached Garage: 1511 sq. ft.
Total New Impervious Area: 1118 sq. ft.
E. END FENCE IS -
0. 16 N & 8.6 9 W.
OF SE PROP. COR.
0
0
6
00
i
r
A
HEIGHT CALCULATIONS
A 126.2'
B 132.2'
C 132.1'
D 126.2'
AVG. GRADE = 129.2'
ACTUAL = 143.05'
MAXIMUM = 144.2'
A=7
,VNNING
3.3
- D
Drawing Issues:
No. I Phase
I Permit 2 2301
Owner / Builder:
Al & Dods Schwinkendorf
23427 Robinhood Drive
Edmonds WA 98020
t 206 546 3540
Construction Manager:
Build project management LLC
Kevin Eckert
540 First Avenue South SuIte314
Seattle WA 98104
t 206 382 0401
FED 2 0 20101
MEVELOPI�,IENT SER,'ICES C*ffl.
C I I'Y OF L 1,1,1. 11 0 N D S
ACCESSORY
BUILDING
General Notes
Site Plan
SCALE:
I" = 20'- 0"
DATE:
23 February 2001
A 1,90
?40oq
173
FEB 2 6 2GOI
�.--Vflfu P M ENT SET, 1CFs, C'I 19.
GI fY