20041042.pdfDATE RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
V NAMENAME OF-SUSINESS %
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GARAGE
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CTYPE OF USE, I
ell,
ZIP ITELEPHONE
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[PERMIT EXPIRES
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NUMBER
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ADDRESS
,PLAT NAME/SUBDjVISIQN NO,, LOT NO LID NO,
LID FEE S
-T-C_�
1.b PAPPIOVOCI
PU13LIC RIGHTJJF WAY PE� OFFICIAL STREET MAP FjW polmit Roquirod
1__� Street uso F,armil flartif
EXISTING — PROPOSED Inspeclion Hoquirad
Sdowalk Haquired
Underitmind
REQUIREO DEDICATION FT witingioquir a
METER SIZE LINE SIZE NO, OF FIXTURES R REQUIRED
ou
YES NO
OWNER/CONTRACTOR RESPONSIBIE FOR EROSION CONTROWDRAINAGE
I' '\ 41. 1 1� OV-116A (( I ", `-) UV4_VL_
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TELEPHONE
EXPIRATION DATE
PARCEL NO
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GEIAQWG CYDS
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FIRE SPRINKLER
FIRE ALARM
NUM13ER NUMBER OF CRITICAL
OF DWELL AREAS
RIES UNITS NUMBER
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DESCRIBE WORK TO BE DONE
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PLAN CHECK NO: I YESAER.0,JT�,,
DATE
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VARIANCE OR CU SHORELINE OR ADBO INSPECTION BOND
REQ' POSTED
ANO S
SEPA REVIEW SIGN AREA HEIGHT
COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED
--mq 2—'
EXP I '>
LOT COVERAGE;.� REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED FRONT SIDE REAR FRONT L/R SIDE REAR
45�P, 4,Y til I I Or `4b", WA 10"V-�A' I
PARKING LOT AR94f�i:6NVING REVIEWED BY DATE
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REO'D I PROVIDED
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SPECIAL I
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REMARKS
PROGRESS INSPECTIONS PER UBC1081IBC109/IRC109
OCCUPANT
GROUP
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LOAD
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INSPECTION FIEQ�'D 9
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VALUATION
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Description FEE Description FEE
Plan Check State Surcharge
W.-
Building Permit City Surcharge
Plumbing Base Fee
)4 k �1_ III,
'
Mechanical
V ORK TO
THIS PERMIT AUTHORIZES ONLY THE WORK 40TED. THIS PERMIT CO'ERS W
L_ BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN JCURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Grading
Engr. Review
LU PERMIT APPLICATION: 180DAYS
EL PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Engr. Inspection
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON. IIS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt #
M 1/147
4 ALL CLAIMS FOR DAMAGES OF WHATEVER NAT URE, ARISING DIRECTLY OR INDIRECTLY
x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF 1HIS PERMIT SHALL NOT BE
a DEEMED TO MODIFY. WAIVE Oil REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp. Total Amt. Due
01 NOR LIMIT IN ANY WAY IHE CITYS ABIt ITY 10 ENFORCE ANY ORDINANCE PROVISION t Receipt 0
I HEREBY ACKNOWLEDGE TIIAT I HAVE READ THIS APPLICATION. THAT THE INFORMATION Recording Fee - A��14�v
GIVEN is CORRECT. AND THAT I AM THE OWNER. OR THE DUTY AUTHORIZED AGENT OF APPLICATION APPROVAI
THE OWNER. I AGREE TO COMPLY WITII CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by tile
TION; AND IN DOING TIIE WORK AUTHORIZED TIIEREDY, NO PERSON WILL BE EMPLOYED CALL Building Official or hisiher Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF TliE STATE OF WASHINGTON RELA1 ING TO FOR INSPECTION receipt is acknowledged ill space Provided
WORKMEN'S COMPENSATION INSURANCE AND RCW 18 27, GN
0 Fl LS SI 'J�TURF DA1 E
DATE SIGNED (425)
SIGN(ATIJR (OWN / OR AGENT/ C.(
I r 'a I , , La..,
A, k 771-0220 F1 �F. F
ippp BY /IDATE
ATTENTION EXT 1333
z6l�
ITIS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL
ORIGINAL - FILE - YELLCM SPFC, OR
INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCU Z4NZS on
PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110. PINK OWNER - GOLD -ASSESSOR
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
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REQ'D. JUL o04
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CALL 425-771-0220 EXT. 1326
PERMIT C ATER
OWNER /CON TRACTOR
SCALE 1"=20'
VIKING PROPERTIES, INC.
E
P.O. BOX 1034
LYNNWOOD, WASHINGTON 98046
01 10, 20' to . WL
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PHONE : 425-670-2711
PLOT PLAN
20011
BENCH MARK
FOR
THE PROJECT BENCH MARK IS THE CONCRETE
�p"
LOT 2 VIKING HEIGHT-5
MONUMENT IN CASE LOCATED AT THE
CENTERLINE OF 238TH STREET S.W. AT
APPROXIMATELY THE MIDPOINT OF THE IN
SE1/4, SECTION 31, T.27N., R.4E., W.M.
PROPERTY.
CITY OF EDMONDS
ELEVATION : 200.00
SNOHOMISH COUNTY, WASHINGTON
DATUM : ASSUMED
-r�` 'A3, NOTEL
N;"INEERING
�VIIIIIIIIIN Lovell - Sauerland & Associates, Inc.
Engineers/SurveyorsManners/DevelopmenL Consultants
L�m 0 e-mak infoftsaen&eerin&.com - web: 1saen&eering.com
19400 33rd Avenue W., Sulte 200 Lynnwood. TA 98036 - (425)775-1591 - (425)672-7998 f&x
DRAWN ATZ rx. SCAIZ FUZ NO.
JTT 3.6.03 — I 1"= 21�, 1 4656-0-04
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Height Calculation Worksheet
Address: 9,S7 C) 4'1,-Q_�- S Lj
Date: tS - 0 -S
Inspector(s): M-A�cy.-, '\\r-0,
1. DatumPoint:
0
2. Datum Point Elevation:
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3. Average Grade: --2-pct IX 2--
4. Maximum Elevation Aflowed: 16.�,I�2,(average &ade)
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5. Reference Point Elevation Shot to House:
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Conclusion:
(actual) is greater/, less an (allowed); therefore the house ii/
is not ove'r the height requir( CqUpDoer ECDC 16.20-30 requirements
S*,. ASSOCIATES 4962746 P.01
DAILYFIELD REPORT
IRM
Jot No. Fie-ics Rep, I J UU3
Page
IJU & ASSOCUTES, INC. 4AO85 J. Liu I ofl 3
I... —.— . . '--- I
nl�� illwnl -.rwne�rin; 0,:t)1v8y MOOS Time 5n.Sit� oap.-
26 8:40A 1/13/05
19" 13 Ketilake Placc \k:,E Trav6I Tim". (Hr-0 I inie Off Site 77e—alliF,
Koilillow. Washingtoll 98028 1 19:1 OA Ctoudy
Phone: (425) 483-9134 Fax.; (425) 4,90-2740 VeNcle Hrs on Site C h a rg eU-- -®rs
Jc1b Loomon
Lots 1 thru 5 - Sunrise Rigge —.60xx - 238th Street SW, Edmonds --.YLM.Propoilles
Ganora: Contractcr Geno;al Coni tcr SLIparintendert Received U—n.r,�,,ked EF�
-Vik�tjq Properties Ted Coleman
Fai-il--werk comiraotof Ea ork contractor Skip'. --R—eceZTi OCKkId -21y
At the request by Ted Coleman with Viking Propetties, I corne on site to verify the footing bearing soils for thin
....... . ....
houses to be built on the subject lots. At the time of my site visit the footing trenches have all b0on excavated
Out down to the footing level.on these lots. The out banks is about 4 to 5 feet deep.along the viest side and about
y 1 t of 1,
1 5 to 2.0 feet deep along the east side. The soils exposed b the Cut banks consist of 2 to 3 %c b owfl
weathered till of medium -dense, silty fine sand, underlain by 9!y �rfLsn till of silty fine to mediU11) SA;1d with sorne
9.�a vel and occasional cobble. The focting trenches are mostly out into the gray fresh till except those III abOLI. the
eastern 10 to IS feet of Lots 2, 3. 4 vdiich are excavated into the brown weathered till stil! containing occasional
roots Groundwater is not encountered by the footing trenches, Loose disturbed soils fafling into the footing
trenches at places on all lots and saturated muck oozina into ths eastern trench oil Lot 5 were observccl.
A steel T-bar manuaLly_Ry hed into Me undisturbed footi g bearing soils can penetrate no more thar, 1 Inch in the
till soils and from 4 to 6 Inches into 1he brown weathered till. The brown weathered till in the footilig
trenches In Lot 3 and 4 should be stripped off another 4 to 6 inches. Locse disturbed soils and muck should be
removed down to undisturbed firm. native soils prior to pouring concrete for the footing foundations.
If the above are corrected. it is my opinion that tie undisturbed till Soils �qill be able to ronder an allowablo
JLearitig c.apacity-of-a! lea.st..3,000 psf..
Q0 0 8.
'�P
4h
1A 't
2-If 89
AV,
E-All IRS$
JAN 14 2005
DEVELOPMENT SERVICES CTR.
CITY oP WWONDS
ony to,
1) Ted Cole man/Vivng Properties 2)
4)
on Neyl
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LILI ASSOCIATES 4862746 P.01
DAILY FIELD REPORT
JAN 13 2005
Jot No. FP-10 Kep. ag
IAU & ASSOCIM"ESi INC 0 4AO85 J. Liu 1 of I
11�lme -0n Slid
26 8:40A 1/13/05 Thur.
19213 Kenlake Placc \,:E T ravel Time (HrST— I inie 0
Koilmoic. Washington 980219 1 9:10A
Phone: 025) 483-913.4 Fax.; (425) 480-2740 Ve�,icle Hrs on _4�ra TFr—sch',
1
Lots 1 thru 5 - Su
Genora: Contraclor
Vikina Propert!CS
JOb-LOCation IU&W.
8OXX - 238th Street SIN, Edmonds Viking Proporties
�;enor-ai -cor.tr9,,tcr supetintendert Received Unchi?rked
Ted Coleman
..artowcrK uonirartot
�AjLjn EXC.aV3tinQ
Nt the request by Ted Colernan with Viking Propeities, I come on site to verify the footing bearing soils for the.
i - ouse's*to be built"o'n th'e'subject lots. At the time of my.site visit the footing have all been excavated
:)Ut down to the footing level on these lots. The cut banks is about 4 to 5 feet deep along the Y/est sida and about
a c I
1 . 5 to 2.0 feet deep along the east side. The soils exposed b the Cut banks consist of 2 to 3 fe t f browt
vv�,,athered till of medium -dense, silty fine sand, underlain till of silty fine to mediLln) SI;)d with sorne
9.ravel and occasional cobble. The foot;no trenches are mostly out into the gray fresh till except Illose in aboUt the
eastern 10 to IS feet of Lots 2, 3, 4 which are excavated into the brown.weathe.red-lill still containin.g occas on,
roots. Groundwater is not encountered by the footing trenches. Loose disturbed soils feliing iilto tile footing
trenches at places c-n all lots and saturated muck �2��jq into the eastern trench on Lot 5 were observod.
inch in the
A steel T-bar manuallyy�!�hed into tne undisturbed footing bearing soils can pl�netrate no more thar, 1
till soils and from 4 to 6 Inches Into tile brown weathered till. The brown weathered till in tile footillo
trellohes inlot 3 and 4 should . be .. s tr i ppod off another 4 to 6 1 n che s. Loose di stu rbeo soils and muck shokild be
e footing foundations.
remove� down to undisturbed firm native soils prior to pouring concrete for th
Il the above are wrrected, it is my opinion that the undisturbed till soils will be able to rcilder.an allowable
.!Le�.ring capacit)Llof at least 3,000 psf..
1,0 %A
5- IV e D
E
JAN 1 4 2005
DEVELOPMENT $�JJVICES CTFI�
CITY OF
1) Ted colernanNi'-�ing Properties 2)
4)
oil t'lext
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FINA]u PROJECT APPROVAL FORM
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
PLEASE SIGN z
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ENGINEERING DIVISION DATE (0)
PLANNING DIVISION DATE
PLFASESIGN
PROJECT C,- P ec- T7 M
0
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2,Y 73r/ //"ka 00
SITE ADDRESS C:
PERMIT#2Q/)(24- ja4(0 ADB# DATE INSPECTED
DESCRIPTION OF WORK TO BE INSPECTED
-approved plans. Final approval
A field inspection was conducted to determine compliance with
denotes that there are no objections from the above signed Department to the release of
PER111'ORMANCE BONDS and the granting of:
GRANT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
El Copy of CONDITIONS given to owner/contractor by inspector
I .
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
0 Copy of CORRECTION NOTICE given to owner/contractor by inpector
I .
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Signature
1:temp:b1dg:rorn1s:ocaprv1 3/25/04
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RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
SE TBACKS .....................
FOUNDATION -
Footing ......................
Wall..........................
Pier/Porch .................
Retaining Wall ...........
Slab Insulation ..........
PLUMBING:
Underground .............
Rough -In ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping ................. )4
Equipment ................. 1y)
Commercial Final .......
EXTERIOR SHEATHING
NAILING .......................... m
FRAMING ........................ T f2
FIRST FLOOR FRAMING ...
INSULATION ...................
Floor Insulation ......... LA
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING ...
SPECIAL INSPECTION ...
DG
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................
Side Sewer 4)
Amout pa�
'L7,Reccipt.,
A
Date lssueO.
Izz
Amount Pat-
D a t e P 0 r C
T11e Iiiitials MT at-e Milt011
nioiivsoli, a tciliporai'y coi-itract
ilispcctol- fol, the City. 'Paid
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