HomeMy WebLinkAboutPermit File 4501 Blakely Drive • I`\t Y o CITY OF ANACORTES(L i
WASHINGTON
ti 9cos-k
BUILDING DEPARTMENT
CERTIFICATE OF OCCUPANCY
This is to certify that the(Description of Building or Structure):
Single Family Residence
P'
Located At: 4501 Blakely Drive
STREET&NUMBER
Owner: Homestead NW, Inc.
Constructed By:
OWNER OR CONTRACTOR
Bldg.Permit# C0M98-0136 Date Of Issue: 6-29-98
Occ.Group: R3 Use Zone: R2
Has Been Inspected And Occupancy Is Hereby Authorized, Ili
This 11th Day Of September 19 98
n yr,.a
AUTHORIZING OFFICIAL
SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS.
fi
4
2OMBINATION
C PERMIT
CITY OF ANACORTES PERMIT NO. : COM98-0136
P.O. BOX 547 APPLIED: 06/26/98
ANACORTES, WA 98221 ISSUED: 06/29/98
(206) 293-1901 EXPIRES : 06/29/99
SITE ADDRESS : 4501 BLAKELY DR
ASSESSOR' S PARCEL NO. : 4699-000-040-0000
PROJECT DESCRIPTION: New single family
— OWNER — CONTRACTOR — LENDER
HOMESTEAD NW, INC. HOMESTEAD NORTHWEST, INC.
P.O. BOX 409 P.O. BOX 409
LYNDEN WA 98264 LYNDEN WA 98264
360-354-3366 360.961.3731 360.380.5163
HOMESN I088CF
— FEES
TYPE OF WORK -NEW AREA (sf) VALU...$: 109000 Code Amount---- By- Date---- Receipt
TYPE OF USE -SF LOT • 5514 REQUIRED SETBACKS---- ESPL $ -100.00 MD 06/29/98 8630
CENSUS CATEGORY •101 1ST FLR • 1049 FRONT • 15 ft PLCE $ 296.08 DID 06/29/98 8630
ZONING 2ND FLR • 569 SIDE(1)..: 8 ft PRNT $ 455.50 MD 06/29/98 8630
:R2 BASEMENT 0 SIDE(2)..: 5 ft PMEC $ 71.00 MD 06/29/98 8630
OCCUPANCY GROUP GAR/CARPORT...: 402 REAR • 20 ft PPLM $ 132.00 ND 06/29/98 8630
:R3 :? :? :? OTHER 0 REQUIRED PARKING-- STBC $ 4.50 MD 06/29/98 8630 -
TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3483.00 ND 06/29/98 8630
:5N :? :? :? : NUMBER OF UNITS • 0 ACCESSIBLE.: 0 IMPT $ 400.00 ED 06/29/98 8630
OCCUPANT LOAD STORIES • 2 COMPACT • 0 STRN $ 1126.00 MD 06/29/98 8630
. 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf ZNSP $ 50.00 MD 06/29/98 8630
FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0
:/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0
FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 5918.08
FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1
FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES
UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1
VENT FANS • 4 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0
VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0
VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0
EVAP COOLERS...: 0 GAS OUTLETS • 1
HOODS • 1
WATER CLOSETS...: 3 WASHING MACHINES: 1 FLOOR DRAINS • 0
BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1
SHOWERS • 1 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2
DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0
LAVATORIES • 3 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 1
KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 i
I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all
ordinances and laws regulating activities covered by this permit.
Issued y Applican or Owner' s Signature
24 Hour Notice Required For All Inspections
com_prmt, Rev: 11/04/93
C)
_ , r
•
BLAKELY DRIVE
\
\
\\ NSS'IS' W
330.00'S . \\ 35.56' Ir 329.00'
s o \\ 15,-p" 'e-m /
\ kI
\ 0 1
LOP\EZ
\
-Z LOT 'r2k Z
0 • \
l0N \ �N
' \ '
\ FRENCH DRAIN
• \ SEE DETAIL
\
L \ j
o \ RECEIVED
\m ''
20'-0" I JUN 0 8 1998
mt
330.00' 1 329.00' BUILDING DEW 1
N SS'IS' W \
55.00'
0 I
LEGAL DESCRIPTION,
LOT 40, PLAT OF WOODRIDGE ESTATES, A WOODRIDGE
PORTION OF THE NW QUARTER OF THE NE LOT 040 4601 BLAKELY DRIVE
QUARTER OF SECTION 27, TOWNSHIP 35 N
RANGE 1 EAST OF THE W.M., SKAGIT COUNTY SCALE 1' • 20'-0'
WASHINGTON.
GEO :Ra., (---) n
SERVICES, INC.
Engineers,Geologists and WABO Special Inspectors
741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418•email geotest@nas.com
FIELD DENSITY/MOISTURE TEST REPORT • SOILS
ASTM D2922
PROJECT: Woodridge Development JOB#: T7097
ADDRESS: Anacortes, WA REPORT#: S19
CLIENT: Homestead Northwest TEST DATE: 6-24-98
CONTRACTOR: Client PAGE#: 1 of 1
INSPECTOR: JW
COMPACTION OF : Lot#40, 4301 See Map. 11 Co..) B t W `( s
Field Data:
TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION
# ELEV. MOISTURE DENSITY SAMPLE %
(ft.) (T0) (pcf) #- ATTAINED REQUIRED
1 Southwest Corner GR 8.0 119.7 914 96 95
2 Northwest Corner GR 8.0 118.3 914 95 95
3 Center GR 8.5 119.1 914 96 95
4 Southeast Corner GR 8.1 121.0 914 97 95
5 Northeast Corner GR 7.7 119.4 914 96 95
Lab Moisture-Density Data: I
Lab Soil Max.Dry - Optimum Retained M-D I
Sample Type Source Density Moisture on#4 Test Method
# (pc1) (%) .(%)
914 Gravelly Sand AS&G Pit 124.5 9.0 19 ASTM1557-91C j
Comments: Geo Test was on site this date to retest compaction of structural fill. Material was recompacted after rainfall.
All tests met 95% compaction requirement. Fill depths varied from 1 foot at the East end of the pad to 3 feet
at the West end.
Copies: Homestead Northwest
City of Anacortes
Submitted B
Grant Richardson
Materials Testing Manager
ns,mp x,p This report shall not be reproduced except in full,without the written approval of Geo\Test Sernces,Inc
The above test results relate only to the sample(or location)tested
,, r
t_� ii.J. ..„
. .,
..,..... ,
. , • . .1 , .►
. .. t
1
i a E .
lY -�L-`-� O LJ $• • R :
7. 10, 0„, :'.° 39: ;10t56 : ;i.ot37 ;
I II II 1 F
I ! 11 I
I 11 • 1I I i
II 11 IJ±JJte .meeJleaetJ
/ f
' •
/ •alliaalle- sie eiglialiasfr Sillseenealr 1
ge NieeePd ,
1/ /I
•
��., _ _ .4I- .. ,,
hccR'SS: Aso eumt:-f
Coolepo-cZ', SORu'Scpl
ptc€ OI-ot-`f '
1t f citR : STeNIE- Lam.
LoT 40
9
2.3
2$ 4
fTh
#.1
As
r
- 00,-10 >ot—gas L-thiE
,r 41-Q9S-1,1
yP 12' Qt.
Pc. • S
O `
` �I