20041041.pdfDATE RECEIVED(,
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNEP-NIAMEMAME OF �71EIS
V
MAPNG ADDRESS,
Y\
CITY ZIP TELEPHONE
N&E
ct C-1 _)��C( Q
A��RIESS
CITY ZIP TELEPHONE
rl
)"10 c) I ff��
RF§S'
-u,
CITY TELEPHONE
`P
I Ir.FNSE
PROPERTY TV A
0(y_p�
;�Z�NNEW
ADDITION
REMODEL
REPAIR
DEMOLISH
XGARAGE
ARPORT
SE,l
5W
1
U S E
ZONE
JOB
ADDRESS
EXPIRATION PATE Cq
i�CK BY
PARCEL NO
C20) — CICA� 1 00
P*ESIDENTIAL
�,��UMBING / MECH
E]
COMMERCIAL
COMPLIANCE OR
CHANGE OF USE
MULTIFAMILY
St N
FE�f
X F_q
OR CYDS
t�MG
TANK
OTHER
M
RETAINING WALL
ROCKERY
FIRE SPRINKLER
13 FIRE ALARM
SiOR ACTIV" EXPLAIN
En
w NUMBER NUMBER OF
DWELLING
OF
0 STORIES e' UNITS
DESCRIBE WORK TO BE DONE
>/q
C?
ICE LAZ
K NO:
CRITICAL
AREAS
NUMBER
—nc)l- 6) L
0
LOT SLOPE %
PLAY NAMEISUDDIVISION 1
PERMIT EXPIRES
PERMIT
hUMBER
0 11.11 IE/AIT#
LOT NO.( LID NO,
LID FEE $
TESCP
PUBLIC RIGHT_)F WAY PIT OFFICIAL STREET MAP RW Permit Floomind 13
1 Street Use Permit Soci'd [3
EXISTING PROPOSED inspection Requited
Sidewalk ReqUirrid
REQUIRED DEDICATION FT Underground .
Wiring required
METER SIZE LIINESIZE NO. OF FIXTURES pRV 9FOUIREO
-�7 It 1 1 _j 40
I _)L(I 111 IF
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDRAINAGE
C - r4k k JV Lk ) i &II
T*JrINrrRING REVIEWED
FIRE REVIEWED BY
DATE
0
z
R
ul
z
z
5
z
tu
W
VARIANCE OR CU SHORELINE OR ADB# I INSP ECTION BOND
REO , 0 POSTED
C(� E]YES ';BNO S
SEPA REVIEW SIGN AREA HEIGHT
COMPLETE , EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED
EXP
LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (FT)
ALLOWED PROPOSED FRONT SIDE REAR FRONT Lj1RSDE REAR
z
L45 (A 0 J ir-4, Do J/;, lo N/Iii, �2
5
PARKING LOT AREtLANNING REVIEWED BY DATE a.
REGO I PROVIDED
2— 1 >
CHECKED BY
TYPE
I
V CTION
OCCUPANTk��
GRO
,�QDE
%i�'ECIAL ECTION
W�O,
OCCUPANT
LOAD
REQUIRE
�AEA
�
REMARKS
PROGRESS INSPECTIONS eER UBC 110qj
z
IBC109/ IRC1CP FINAL INSPECTION REQ'D a
A
T
77/
(.f Lj tL-2
tJ
VALUATION
$ A
Description
FEE
Description FEE
Z�6z2
Plan Check
State Surcharge
Building Permit
City Surcharge
Plumbing
Base Fee
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PtRMIT tOVERS WORK TO
I= BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading
i DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review
PERMIT APPLICATION: 180 DAYS
Lu
C1. PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Fire Review
PlanChk.Deposit
'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
THE CITY OF
-A
2
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS
EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Fire Inspection
Receipt #
'/-V7/
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
'THIS OF THIS PERMIT SHALL NOT HE
*
FROM THE ISSUANCE OF PERMIT. ISSUANCE
Landscapelnsp.
Total Amt. Due
*
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Receipt #
*
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
x
Recording Fee
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT., AND THAT I AM TIIE OWNER, OR THE DULY AUTHORIZED AGENT OF
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
THE OWNER.
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
RELATING TO
FOR INSPECTION
Building Official or his/her Deputy: and Fees are paid, and
receipt is acknowledged in space provided.
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON
FI LS SIGN URE DATE
WORKMEN'S CPMKNSATION INSURANCE AND RCV/ 118.27.
SI NqURE ( LYWN IOR AGENT) DATE SIGNED (425) t
)�/B
IN 77-0
1 220 S tED B 16XTE
ATTENTION E)ff 1333 �/A
ITIS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL VlLaIL 149L
INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCU- ORIGINAL - FILE YELLOW - IN6PEC4
PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110. PINK -OWNER GOLD -ASSESSOR
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
V/
z
0
M
--i -n
0 M
C
M 0
0
10
0
M
Mz
JO
C
0)
o -n
n
M M
0
0
M
M 0
Z
z
z
0
i
0
M
1�
0
C �a7, I V
-t
11 4 *
B C
I> \11 '/ I I
7, 7
CN
Ln
7
40
e
SINGLE FAMILY 8
54 Rj�
0)
C� - '
'/C1 C
C,
'AIENCE
1-10 80th Cot �RT)w \
20 80th C01
7 d
I EMV
A D
' Z&A
61 --5 N
64NYAN' EROSION C�
R
pEAT 14�ALIED
71) N/89-21'37" W fg�-
1-26r—
38:
10.00'1
0 F-0. 00
45.4
ALL EXPOSED SUR FACES TO
B
BE COVERED WITHIN 2 DAYS
(A
0
SINGLE FAMILY
10' PRIVATE SIDE
kESIDENCE
10,
SINGLE
SEWER EASEMENT
23722 80� COURT W.
RESI
TO BENEFIT
LOTS 4-
X
A D
Iq 2,3721 8(
1 M�st4
OWN ER/CONTRAC1.0i". I RESP ON
J\
In 11 89'2 1'37"'
Z
A
'31
46.50' p DE13
V
FOR ESOSION CONTROL AND DAMAC-T,\
W, 7
\ -B
......
N f
-r-) PDEP!
e
03. ' . " .. 9
0
B
q�Nrl P* FAMI1 Y\ c)/ n-)
220— A
APPROVE-D BY PLANNINIG
ACCEPTABL" [IGHTLINE
MATERIAL
SDR 35 L
SCH 40
JL J16
N - 12 N CITY COPY JU 04
IU
_4
F810 HANCOR 04
OWNER/CONTRACTOR W E SCALE : 1 20' PEI' T COUNTER
VIKING PROPERT]ES. INC.
P.O. BOX 1034 0. 10, 20'
LYNNWOOD, WASHINGTON 98046 cq-ph,�
WAftIR & SEWER PLOT PLAN
PHONE : 425-670-2711 INSPECTIONS REQ'D.
BENCH MARK CALL 425-771!-0220 EXT. 1326 FOR 2004
THE PROJECT BENCH MARK IS THE CONCRETE LOT 6
MONUMENT IN CASE LOCATED AT THE VIKING HEIGr"7
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 Lovell — S auerland & Associates, Inc.
-'; ", ". f) Engincers/Surveyors/Pla=em/Development ConsWtants
ARK 13 N 0 T E L', e-mall: Lnfo@lsaenginecring.com - web: Isaengineering.com
BY 'z7-.NGiNEERING 19400 33rd kvenue T.. Suite 2GO Lyanwood, irA gBo36 - (425)775-1591 - (425)672-7998 fax
DRAWN FUZ NO.
In_jg7n
(I JTT JTT 3.6.03 2 (Y]4656-0-04
L
z
0
m
-n
0)
0 m
C
M
0
—10
0 C
--i r.
:r M
M Z
Cn
0 -n
n
m M
0
0
0 m
C (1)
9 Cl)
M 0
Z
z
C/)
z
0
A
0
m
ASSOCIATES 4 E: 6"'." 6 P. 01
DAILY FIELD REPORT
JAN 13 2005
Jot No. F Wd Rep. vage MMI(I
L . lu & ASSOCIATES, INC, 4AO85 J. Liu 1 of 1 3
;7- - -! . Date
6c';I'lay & Miles Tiffie On site eCK
26 8:40A 1113/05 niur.
19213 Kerlinke PIACC NE i ravel Yirne _(Hrs) ri—me Off Sitg %Veallw
KcnI110M W,1Sl1Jl1,V,(0l1 98029 1 — 9: 1 OA Cloudy
Phone: (425) 48,-9134 Fax: (425) 480-2746 Vehiole Hr Fn§i_tQ'RrsCh3rged Visitors
1 1.5 —
Job Location U67
Lots 1 thru 5 - Sunrise Rid BOXX - 238th Street SIN, Edmonds YLM E12Lc —1r, _es z
Gent-ra: Contractor General Costraotcr SLIpa(intendert Received Unchorked By 0
Ted Coleman 0
-COi 0;ork Contractor Earthwark Comiractor 3upt T—eceve� Choc Ked 4y
C aiun Ex(.avatino
At the request by Ted Coleman with Viking Propeities, I come on site to Verify the footing bearing soils for tho _n
houses to be built on the subject lots. At the time of my.site visit the footing trenches have all b0oll excavated M
out down*to the footing level on these lots. The cut banks is about 4 to 5 feet deep along the west side and about M 0
1.5 to 2.0 feet deep along the east side. The soils expose b the cut banks consist of 2 to 3 feet of brown 0
' " * _ .__q.y. . 1 0 C
weathered till of medium -dense, silty fine sand, underlain by till of silty fine to medium sA;ld with sorne --i C
M M
,sh till except those in about the M Z
el and occasional cobble. The footing trenches are mostly cut into the gray UP
eastern 10 to 15 feet of Lots 2, 3, 4 which are excavated into the brown weathered till stil! containing occasional
> z
roots. Groundwater is not encountered by the footing trenches. Loose disturbed soils failing into the footing
eastern trench on Lot 5 were observed.
tr'e'nches atplaoes on all lots and saturated muck oozing.i.nto.th6. CD
0 -n
n
A steel T-bar rnanuaLl�kLL�!��qjnto the undisturbed footing bearing soils can penetrate no more thai, 1 inch in the
in the footii'
till soils and frorn 4 to 6 inches into the brown weathered till. The brown weathered till Ig M M
trenches in Lot 3 and 4 should be stripped off another 4 to 6 inches. Locse disturbea soils and muck should be 0
0
..... ... .. t foundations. 0 M
removej down t"o, undisturbed firm native soils prior topouring concret e for he foo . ting CJ)
C/)
M 0
rA)*r're'ct*e'd. it is my opinion that We undisturbed till soils will be able to ronder an alloviable z
11 abov
bearing capacity of at least 3,000 psf..
>
(I s. z
z
0
0
M
)NA0
EXPIRS6 D/
3pMENT SER%410ES CTR
I)EVELI Ty F F()Mot4DS
o ov to,
1) Ted colemanNiking Properties 2) oil Next
4) P a0p
mi
LIU FA ASSOCIATES 4 8 2 7 4 6 P. 0 1
DAILYFIELD REPORT
Job NO V'q e0c
E-ld F%ep. .40
1.11" & ASSOCIATES, INC. 4AO85 j. Liu 5
T I m e 0 n SITFF 7 e Y 0 ": d k
26 1:50P 1/19/05 \A/e.d:..
'9213 Kenlake Place NE Tiavel Time (Mrs) Timo Off SAG WWI)&
Keninore. Wishingion 98028 1 2-20P Cloudy
Plionc- (425) 483-9114 Fax. (42 -) 486-2146* Vehicle Mrs or, &ti— -H-rs--0-h3rgi—c
Jo* Lo-cation
Lots 6 & 7 - Sunrisc RidUe. SOxx - 238th Street SW, Edi-nonds Viking PrUerlies
Gpneral Con!rn!or Tontractor 8upQdrtendeni Received Unzherke,j By
Ted Coleman
Eaddi.voi'( `C�, —1h �Z' —k�7�Tt r i , o r ' u pi. Received chec-kej By
EXCaVq
At the I eriLlest by Ted Coleni.an v.vilh Vi'rifig Prcp.��ies, I come oil site to verify the footing i)earing scl% for the
17-OuSeS to be built on the subject lots. At the time of iny site visit the footinc,
,I trenches on these lots nave all been
exca voted Out down to the. fo oting level. The toot ing tr en ches we re Inundated by stormwater due to the raln in
the last fow d8ys. Wat(':' in 00 11'er'101CS WOrC pumped out and the trenches are flow firce., of Standing water. A i;;yci
of muck coveri . ng . the.. bottom of footing trenches is being removed by a crew at the time of site visit, ind rnost Of
the much ha.-, already been removed.
The bottom of the footing trei1chos on th lots is excavate.1 in . to . light . -gray fresh till scils. except near the northeast
corner or the. building footprint on Lot 7 where it Is excavated into brown weathered till soils A steel T-bar
manually pushed Inic, undisturbed footing I LqC ils can penetrate no inore I . h . an 0.5 to 3 inCes, Indici)tin(, 1.11,11
the ii a It- TI
I gay..fresh till is very dense and the brovin weathered till is dense. It is my opinion that if the rei aining
muck I,-, completbly removed down to undisturbed till soils,. tj . ie . footir - i g. �r . ing soils will be ablc- to r0r)(jer all,
allowable beari!lg capacity of at least 3,000 psf.
--27689
..... ......
-11171,
.....RECEIVE-011-
JAN 2 5.2005
DEVELOPMENT SERVICES CT,--
CIT-.Y.QF EDMONDS
1) Ted Col C-.f*n a 1!Vi king Properties 2) on N !Y It
T) 4) Page
z
0
A
0
M
Height Calculation Worksheet
Address: lig&ll
Date: LA - 9-1-6S
Inspector(s),-M'. A�
1. Datum Point:
2. Datum Point Elevation:
Z,
0
3. AverageGrade:
0
m
4. Maximum Elevation Aflowed: 9b0tz2- (average giade):+ 25"
Fn
3:,
am
C
5. Reference Point Elevation Shot to House:
M 0
0
0 0
zt (datum elevation) +ja.9L (grade to transit level line shot to house) =2,, 13 q /a
C
m z
.6. Measurements from line shot onto house to r6of ridge:'
C—
z
5i
0 -T1
-n
m M
0 m
C CI)
9 W
M C.)
Z
7
z
3:
Total I
CD
z
-C
0
0
m
7. Actual Elevation:"7-10,-q (reference point elevation) + CI% s (measurements
from #6) q X
Conclusion:
I-Xq, ce -L- (actual) is greater /Othan 9,3 q, -2 (allowed); therefore the house ii/
is not over the height -requirement per ECDC 16.20.30 requirements
FINAL PROJECT APPROVAL FORM
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPAR MtN I UA I L
PLEASE SIGN
I M , d,� ENGINEERING DIVISION DATE As—
PLEAE SIGN
PLANNING DIVISION DATE
PLEASE SIGN
PROJECT I fio /,-,/ e, #4 t T
i I U Al
SITE ADDRESS
PERMIT it
__106����ADB# DATEINSPECTED -3
DESCRIPTION OF WORK TO BE INSPECTED
A field inspection was conducted to determine compliance with -approved plans. Final approval
denotes that there are no objections from the above signed Department to the release of
PERFORMANCE BONDS and the granting of:
A GRANT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
0 Copy of CONDITIONS given to owner/contractor by inspector
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
El Copy of CORRECTION NOTICE given to owner/contractor by inpector
2.
a
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date SignatUre
1:ten1p:b1dg:fbrn1s:ocaprv1 3/25/04
z
0
4
0
M
=i =fi
M
C,O
M 0
--I (-)
0 C::
M
M Z
04
C
cl)
0 71
n ;u
>
MM
0 _Cn
0 r-
0 M
C (1)
Q 0
Z
z
z
0
i
0
M
RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
KIT- Is -
SETBACKS .....................
FOUNDATION -
Footing ......................
Wall..........................
Pier/Porch .................
z
Retaining Wall ........... 0
Slab Insulation .......... 0
PLUMBING,
-n
Underground .............
S -.7ff -q.5 0 M
Rough -In ................... C 0
M 0
-40
Commercial Final ...... 0 C:
-4 K
HEATING: X M
M Z
Gas Test .................... /, 7- C7 g) --A
C
Gas Piping .................
Equipment ................. C/)
0 -n
n
Commercial Final .......
M ITI
EXTERIOR SHEATHING
NAILING.......................... 0
0
0 M
FRAMING ........................ C Cn
9 C/)
Q 0
FIRST FLOOR FRAMING ... Z
INSULATION ...................
Floor Insulation .........
3:
>
Wall Insulation ........... 7- z
Ceiling Insulation .......
SHEETROCK NAILING ... 7- z
0
1
SPECIAL INSPECTION 0
77 ITI
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................
^CjP4
Amout Paid$
Date Z.
N1.1afer Meter
Amount
Date
X
0 1 v
The Initials MT are Milto"
,F110,11psoll, a teiliporary contract
illspector for the CitY.