HomeMy WebLinkAboutPermit File 4508 Blakely Drive y )
.z Y o CITY OFANACORTL_;
� WASHINGTON
OOPS� BUILDING DEPARTMENT
•
CERTIFICATE OF OCCUPANCY
This is to certify that the(Description of Building or Structure):
Single Family Residence
•
Located At: 4508 Blakely Drive
STREET&NUMBER •
Owner: Homestead NW, Inc.
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Constructed By:
Owner
OWNER OR CONTRACTOR
Bldg.Permit# COM97-0167 Date Of Issue: 9-12-97
Occ.Group: R3 Use Zone: R2
Has Been Inspected And Occupancy Is Hereby Authorized,
This 25th Day Of November 19 97
AUTHORIZING OFFICIAL
SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS.
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COMBINATION PERMIT
CITY OF ANACORTES PERMIT NO. : COM97-0167
P.O. BOX 547 APPLIED: 08/15/97
ANACORTES, WA 98221 ISSUED: 09/12/97
(206) 293-1901 EXPIRES: 09/12/98
SITE ADDRESS: 4508 BLAKELY DR
ASSESSOR'S PARCEL NO. : 4508
PROJECT DESCRIPTION: New single family residence
— OWNER — CONTRACTOR — LENDER
HOMESTEAD NW, INC.
P.O. BOX 409
LYNDEN WA 98264
360-354-3366
— FEES
TYPE OF WORK •NEW AREA (sf) VALU...$: 77859 Code Amount---- By- Date---- Receipt
TYPE OF USE •SF LOT • 6434 REQUIRED SETBACKS---- ESPL $ -100.00 MD 09/12/97 7452
CENSUS CATEGORY •101 1ST FLR • 1174 FRONT • 18 ft PLCK $ 238.55 MD 09/12/97 7452
ZONING 2ND FLR • 0 SIDE(1)..: 9 ft PRMT $ 367.00 MD 09/12/97 7452
:R2 BASEMENT 0 SIDE(2)..: 11 ft PMEC $ 66.50 MD 09/12/97 7452
OCCUPANCY GROUP GAR/CARPORT...: 420 REAR • 24 ft PPLM $ 104.00 MD 09/12/97 7452
:R3 :? :? •? OTHER 0 REQUIRED PARKING-- STBC $ 4.50 MD 09/12/97 7452
TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3333.00 MD 09/12/97 7452 r
:5N :? :? •? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT $ 400.00 MD 09/12/97 7452
OCCUPANT LOAD STORIES • 1 COMPACT • 0 STRM $ 1126.00 MD 09/12/97 7452
. 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf INSP $ 50.00 MD 09/12/97 7452
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 $ 5589.55
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 • 3 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0
VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0
VENT W/0 APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0
EVAP COOLERS...: 0 GAS OUTLETS • 1
HOODS • 1
WATER CLOSETS...: 2 WASHING MACHINES: 1 FLOOR DRAINS • 0
BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1
SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2
DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0
LAVATORIES • 2 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0
KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0
1 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 by Applicant or Owner' s Signature
24 Hour Notice Required For All Inspections
comq:rmt, Rev: 11/04/93
W4ODRIDGE a
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RECEIVED . � +
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GeocrestPCOMPLETE ENGINEERING GEOLOGY o MATERIALS TESTING& INSPECTION SERVICES
SERVICES, INC.I
741 MARINE DRIVE- SEUJNONAM, WA 98225 0 (360)733-7318 0 FAX(360)733-7418
FIELD DENSITY/MOISTURE TEST REPORT • SOILS
ASTM D2922
PROJECT: Woodridge Development JOB#: 17097
ADDRESS: Anacortes, WA REPORT*: 53
CLIENT: Homestead Northwest TEST DATE: 9-8-97
CONTRACTOR: Client PAGE#: 1 of 1
INSPECTOR: DB
COMPACTION OF : House pads
Field Data: . .
iT4e7; 'i i :i :.:-?:- LOCATION :--,:.' :: :::::.:f i: DEPTH!,t:E:#14,0 :.:-. .::114,01LitcE:.; 1..:ELAB i COM PA6Si::: ;,CDI9PACTS$4.:
ELEY MOSTORO:;..OtfOitY;;. $i*P4,.
011): :-,...r4): E: ;: 1]:, SO*?Ai.- *:E;,;
1 4724 Cypress Dr. SE corner FG 4.5 127.2 914 1C3 95
2 4724 Cypress Dr. NW corner FG 4.7 129.4 914 100 95
3 4724 Cypress Dr. NW corner FG 5.3 127.8 914 100 95 ,
4 4724 Cypress Dr. SW corner FG 4.1 123.6 914 99 95
5 4513 Blakley Dr. NW corner FG 4.3 123.3 914 99 95
6 4513 Blakley Dr. NE corner FG 3.9 123.3 914 99 95 ,
7 4513 Blakley Dr. SE corner FG 4.0 123.3 914 100 95
8 4513 Blakley Dr. SW corner FG 4.5 124.8 914 100 95
9 4508 Blakley Dr. NE corner FG 3.8 125.2 914 100 95
10 4508 Blakley Dr. SE corner FG 4.1 128.0 914 100 95
11 4508 Blakley Dr. SW corner FG 4.5 125.8 914 100 95
12 4508 Blakley Dr. NW corner FG 3.6 126.8 914 100 95
Lab Moisture-Density Data:
Lab Soil Max.Dry Optimum Retained M.0
Sample Type Source Density Moisture on#4 Test Method
# (pct) (%) #4)
914 Gravelly Sand AS&G 124.5 9.0 19 ASTM1557-91C
Comments: FG =Footing Grade
Copies: Homestead Northwest
City of Anacortes
Submitted By
Grant Richardson
Materials Testing Manager
wtmw This report shall not be reproduced except in full,without the written approval of Geo\Test Samosa,Inc.
The above test results relate only to the sample(or location)tested
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\Test COMPLETE ENGINEERING GEOLOGY a MATERIALS TESTING& INSPECTION SERVICES
SERVICES, INC. 741 MARINE DRIVE- BEwNONAM,WA 98225 a (360)733-7318 a FAx(360)733-7418
TEST REPORT
MOISTURE-DENSITY RELATIONS 0 SOILS
PROJECT: Woodridge Development JOB NO: T7097
ADDRESS: Anacortes, WA REPORT NO: S4
CLIENT: Homestead Northwest TEST DATE: 9-9-97
CONTRACTOR: Homestead Northwest PAGE NO: 1 of 1
SAMPLE SOURCE: Ame Svenson Pit SAMPLE DATE: 9-8-97
SAMPLE LOCATION: 4513 Blakely Drive SAMPLED BY: DB
LAB SAMPLE NNo. SOIL 1
SYMBOL PLUS
94% METHOD DRYM DENSITY OPTIMUM
914 Gravelly Sand SW 7 19 ASTMD1557A 124.5 pcf 9.0 %
MOISTURE-DENSITY CURVE SIEVE ANALYSIS
135-=imei
SIEVE , .p�ISSING SPEC.
;SIZE.:, t ,, .%::. •
3" 100
130 ' \ Saturation 3/8" 84
\\ B CUfV #4 81
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o C 125 s -
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120 ( i\
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C115 \\ Specifiratinn•
>, \ Structural Fill
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\ Dry Sieve: ASTM C136
110 \ Wet Sieve: ASTM C117
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105 i
5 10 15 20
MOISTURE CONTENT O PERCENT OF DRY WEIGHT
Comments:
Copies: Homestead Northwest
City of Anacortes
Submitted By: Lt...../Zit.i
. - Grant Richardson
Materials Testing Manager
This report shall not be reproduced except h full,without the written approval of GeotTest Services,Inc
The above test results relate only to the sample(or location)tested.
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