BLD20100757.pdfIIII�lIII
OV E o,t,oti
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 7/15/2011
Expiration Date: 7/15/2012
Parcel No: 00937900000700
CLEARWATER HOMES
PO BOX 432
MARYSVILLE, WA 98270-
(425) 422-2535 Ext.
NEW SINGLE FAMILY RESIDENCE
VALUATION: $241,961.60
_ Project Address: 22806 96TH'PL'W9,;
CLEARWATER HOMES MURPHY BUILDING CO.
6203 202ND ST SW
LYNNWOOD, WA 98036-
( ) - Ext. (425) 775-3388 Ext.
LICENSE #: MURPHBCI 13K3 EXP:5/22/2012
PERMIT TYPE: Residential
PERMIT GROUP: 64 - Single Family Residence New
GRADING: Y CYDS: 50
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERY: N
OCCUPANT GROUP: R3
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE: 09
OTHER: N ---- OTHER DESC:
ZONE: RS -8
NUMBER OF STORIES: 0
VESTED DATE:
NUMBER OF DWELLING UNITS: I
LOT #:
BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0
BASEMENT: 0 1ST FLOOR: 877 2ND FLOOR: 1331
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 386 DECK: 73 OTHER: 0
IRONTSETRACK SIDE, SETBACK REAR SETBA(:K
REQUIRED: 25 PROPOSED: 25 RE UIRED:7.5 PROPOSED: 10 1 REQUIRED: 15 PROPOSED: 43
HEIGHT ALLOWED:25 PROPOSED:23.16 I REQUIRED: 7.5 PROPOSED: 1 I
SETBACK NOTES: Setbacks: N, E. W, S
MDNS issued with Plat.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18:27.
T-JUAPPKATJ@N IS IPOT A PERMIT UNTIL SIGNED BY THE BUILDING FFI AL OR HIS/HER DEP Y AN ALL FEES ARE PAID.
gnature Print Nbrile Date Rele ed By Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBC 110/ IRC 110.
ONLINE APPLICANT ASSESSOR EOTHER Jzw
r.,
STATUS: ISSUED
BLD20100757
• Asbuilt showing all utilities shall be provided prior to project final.
• REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT:
• 1) Excavation, grading, & site preparation
• 2) Soil bearing verification
• 3) Placement of fill & compaction
• 4) Footing drain
• 5) Temporary Erosion Control
• 6) Final Erosion Control
• 7) Site retaining wall/ rockery construction.
• 8) General site monitoring
• 9) Final letter from geotechnical engineer of record
• 10)Rain Garden soils.
• Lot line stakes must be in place at the time of foundation/setback inspection.
• All new, extended, re -built or relocated electrical utility and/or service shall be placed underground.
• Installer shall provide the manufacturer ""s installation, operating instructions, and a whole house ventilation system operation
description. A label shall be affixed to the whole house timer control that reads "Whole House Ventilation" (see operating
instructions).
• Special inspections have been called for on this project and are noted on the approved construction plans and building permit.
It is the owner and/or contractors responsibility to assure that reports are provided to the City on a weekly basis. Be advised --
if special inspection reports are not forthcoming, the Building Official may issue a "Stop Work" and no City inspections will
be provided until such time as the reporting agency has complied and reports are reviewed and approved by the City.
• Hose Bibbs (exterior faucets) are required to have a permanently affixed anti -siphon device installed.
• In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks.
Per UPC 608.
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
• Gas pipe test must be observed by City Building Inspector, affidavits shall not be accepted.
• Submit all special inspection reports to the City Building Inspector on a weekly basis.
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Provide combustion air per IMC Chapter 7 for commercial and multi -family residential installations, and IRC Chapter 17 for
one and two-family dwellings.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays,
excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must
comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any
ordinance provision.
• Contact Olympic View Water and Sewer District for water service from main to meter and meter installation.
• 48 hours notice is required when requesting your FINAL Engineering Inspection. 425-771-0220, ext. 1326.
• Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation
instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector.
• New and existing buildings shall have approved address numbers, building numbers or approved building identification
placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic
numerals or alphabet letters. Numbers shall be legible from the public way, at least 4 inches high with a %: inch min. stroke
width on a contrasting background.
• Obtain a separate permit from Olympic View Water and Sewer District for Sanitary Side Sewer.
• Call for locates of underground utilities prior to any excavation.
• Maintain erosion & sedimentation control per city standards.
• Maintain 10' separation between the sanitary side sewer and the water service line.
• Contact Olympic View Water and Sewer District for approval to reuse lateral.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
CALL FOR INSPECTIONS
BUILDING 425) 771-0220 EXT. 1333 1 ENGINEERING 425) 771-0220 EXT. 1326 FIRE (425) 775-7720
PUBLIC WORKS 425 771-0235 1 PRE-TREATMENT 425 672-5755 1 RECYCLING 425 275-4801
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon.
• E -Erosion Control/Mobilization
• E -Storm Tightline
• E-Tightline to Rain Garden
• E -Rain Garden
• E -Footing Drywell
• E -Footing Drain TL Conveyance
• E -Driveway Form & Slope Ver.
• E -Engineering Final
• B -Setbacks
• B -Footings
• B -Foundation Wall
• B -Foundation Drainage
• B -First Floor Framing
• B -Plumb Rough In
• B -Gas Test/Pipe
• B -Mechanical Rough In
• 13 -Exterior Sheathing
• B -Roof Sheathing
• B -Shear Nailing
• B -Height Verification
• B -Framing
• B -Wall Insulation/Caulk
• 13-Insulation/Energy
• B-Sheetrock Nail
• B -Building Final
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CURRENT AS-BUILT CONTOURS (TYP.) o
IUMENTo 96th PL. W. ��>.
A CENTER /
.DESAC PER S �p0ti �D R W Y
.T ENGINEERING /
V. 385.58' /
PRE-DEVELOPMENT CONTOURS (TYP.)
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• 11 16,69
SCALE
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- ------ - 67
G® 383. O' 8,658r
LINE OF \
SLI E OFRU�TUR18"OLYMPICWATE�/ Ate• / ( /F� p/
VIEW
z A / 0 NG/
Iw � ►AND SEWER DISTRICT' 1
o RESID NCE 'SANITARY SEWER ESMT.
/ FF MAJK ® 385.00'
FIR�PLACi�
4' WIDE,
DECK - i /18° DEEP
72 SF
• / 34.00'
/
t /
UTILITY
EMENT _------
1
APPROVED AS NOTED
BY NG!`EE NG
nate:
ER/CONTRA(`TOA c
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20'
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ADDRESS
TAX PARCEL NO
LEGAL
DESCRIPTION:
SITE AREA:
LOT SLOPE
NORTH—SOUTH
HEIGIC-ILLATION
A= 393
B= 387
C= 378
Of 382
1540/4= 385.00'
AVERAGE GRADE= 385.00'
ACTUAL BUILDING HEIGHT= 408.16'
MAXIMUM BUILDING HEIGHT= 410.00'
LOTLOT CAGE
22806 96TH PL W. MICROFILM
00937900000700
SECTION 36, TOWNSHIP 27, RANGE 3
NE QUARTER K. ELSIE BLK 000 D-00 LOT 7 A ^^w -
8,658 SQUARE FEET
385.00' — 360.00'= 25.00'
30.00 VERTICAL, FEET= 26.05 SLOPE
115.00 LINEAR 'FEET
RESIDENCE 1,512 SQUARE FEET
INC. COVERED
PORCHES, GARAGE
1,512 SQUARE FEET
TOTAL
359. MAXIMUM
1,512/8,658= 17.465 LOT COVERAGE
IMPERVIOUS COVERAGE:
Setbacks
Front
RESIDENCE
1,512 SQUARE FEET
(including overhangs)
Other
DRIVEWAY
541 SQUARE FEET
WALKWAY
30 SQUARE FEET
2,083 SQUARE FEET
TOTAL
zonegee °.._ Corner if Flag N
Setbacks
Front
Re wired Actual
.�---
t/1
Sides
Rear
L
r
Other
Ha t
CONTACT OLYMPIC VIEW RESUB
WATER/SEWER DISTRICT
JUL 4 5 2011
8U1 DING IN OR IDMONOSNT
NOTE:
T_
SEE GRADING/TESC AND DRAINAGE/UTILITY PLANS
FOR MORE INFORMATION.
SNOHMSH COUNTY N
CLEARWAT J
nFSIr,NFO BY: DATE: SCALE: I JOB NO.:
S.ROSE
05 17/20111 "=20'1.
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SITE PLAN
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INSIGHT INGINSIRINo Co.
P.O. BOX -1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFG@INSIGHTENGNEERING.NET
AREA (SQFT)
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SECTION36, T.27N, R.3E., W.M
.
CONTACT OLYMPIC VIEW RESUB
WATER/SEWER DISTRICT
JUL 4 5 2011
8U1 DING IN OR IDMONOSNT
NOTE:
T_
SEE GRADING/TESC AND DRAINAGE/UTILITY PLANS
FOR MORE INFORMATION.
SNOHMSH COUNTY N
CLEARWAT J
nFSIr,NFO BY: DATE: SCALE: I JOB NO.:
S.ROSE
05 17/20111 "=20'1.
1 0"0525
SITE PLAN
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INSIGHT INGINSIRINo Co.
P.O. BOX -1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFG@INSIGHTENGNEERING.NET
i•
LIU & ASSOCIATES, INC.
Geotechnical Engineering
Mr. Bob Murphy
Murphy Building Company
6203 – 202i° Street SW
Lynnwood, WA 98036
Dear Mr. Murphy:
Subject: Final Inspection Report
Single -Family Residence
22806 – 96h Place W
Edmonds, Washington
L&A Job No. 11-012
Engineering Geology
February 29, 2012
&t,iD Zola 07.57
Earth Science
MAR - 8 2012
BUILDING DEPARTMENT
CITY OF EDMONDS
We have provided geotechnical inspection services for the construction of the subject residence.
Items we have inspected include: 1) temporary erosion control with installation of silt fence on
the downhill side of the .residence site, 2) cut bank stability evaluation; 3) footing bearing soil
verification, 4) footing drain line installation, 5) _rain garden construction, and 6) final erosion
control. Our Daily Field Reports documenting our inspections of the Above items are attached
hereto for your review.
Based on our observations, it is our opinion that the geotechnical construction work items listed
above are completed in accordance with city approved plans and specifications, and is
acceptable. Please contact us if you have questions.
o�0
� /z-
$ A_ 275 9'
_ V!0 7/171 'e
Attach.: Daily Field Reports 1 through 5
Yours very truly,
INC.
J. S. (khan) Liu, Ph.D., P.E.
Consulting Geotechnical Engineer
19213 Kenlake Place NE • Kenmore, Washington 98028
Phone (425) 483-9134 • Fax (425) 486-2746
MICROFILM
DAILY FIELD REPORT
JobNo.
a Rep.
age
e .
LIU & ASSOC;IA"l E' S_ r.lNC.
11-012
J. Liu
1 of 1
1
E_a9knecnnva, ;hnglnceringtioology& EarthS;cnce
Miles
Time -On Site
ate
Day of Week
_4za;4clmical
T
30
11:55A
8/18/2011
Thur.
19213 Kenlake Place NT
Travel Time (Hrs)Time
Sife
er
Kenmore. Washington 98028
1 0.75
12;25P
Sunny
VOx#e Firson Site
Firs Charged
Visitors
Pbone: (425) 483-9134 Fax: (425) 486-2746
1.25
prolect
JogLocation
Client
Single -Family Residences - Lots 7 & 8
228xx - 96th Place west, Edmonds
Murphy Building Co.
General Contractor
General Contractor Superintendent
Received Unchecked By
Murphy Building Co.
Bob Murphy
Earthwork Contractor
Earthwork Contrector Supt-
Received Checked By
_At the request of Bob Murphy with Murphy Building Co., I come on site today to observe installation of temporary
erosion control, evaluate stability of cut banks of building footprint -excavation, and verify footing bearing soil for
the construction of the homes on the two subject lots. At the time of my site visit, silt fences have already, been
erected on the downhill sides of the subject lots with rolls of hay wad placed at strategic locations to keep
sediment from being trasnsported downhill by storm runoff. The bottom of the silt fence fabrics are anchored in
trenches filled with washed gravel, Building footprint excavation and construction of footing foundations and
basement walls of the two homes also have been completed. Vertical cut banks up to about 7 to 8 feet were
observed along perimeters of building footprint excavation. The bottom of the building footprint excavation is cut
into a light -gray fresh till soil of gravelly,_ silty, fine. sand deposit with occasional cobble. Groundwater has not
been encountered by the excavation.
A_steel T -bar manually pushed into the footing bearing fresh till soil along the edges of already poured footing
foundations ran penetrate no more than an inch or two deep, indicating the footing bearing soil is very dense.
It is my opinion that the footing bearing soil is capable of rendering an allowable bearing capacity of at least
_3,000 psf. The vertical cut banks in till soil are all quite stable. It is my opinion that the cut banks will remain
stable for the duration of construction of the homes, and that it will be safe for construction workers to access _
and worts in the footprint excavation area.
J
M"
,.XPLU3 71171 2O
Copy o:
p Continued
1) Bob Murphy/Murphy Building Co. 2)
on Next
3) 4)
Page
DAILY FIELD REPORT
LIU & ASSOCIATES, INC.
Job No.
11-012
Field Rep.
J. Liu
1 of 1
epW No.
-2
Gttxeclurirnl Engineering, Enginaering Glop &c Earth Science
30
tnie n
11:45A
ate
8/25/2011
ay of VVeeR
Thur.
19213 Kenlake Place NTE
Trdvel Time ( rs)
me
a er
Kenmore, Washington 98028
1 0.75
12:15P
Sunny
Phone: (425) 483-9134 Fax_ (425) 486-2746
Vehicle HrS on 511e
arg
ors
jHrS
1
Project
o ion
cuent
Single -Family Residences - Lots 7 8 8
228xx - 98th Place West, Edmonds
Murphy Building Co.
General Contractor
General ContractorSuperintenderx
Received Unchecked By
Murphy Building Co.
Bob Murphy
Earthwork Contractor
Earthviork Contractor Supt.
Received Checked By
At the request of Bob Murphy with Murphy Building Co.. I come on today to observe installation of footing_
drains for the homes being constructed on the subject lots. At the time of my site visit., the footing drain lines of
4 -inch rigid perforated PVC pipes have mostly been laid along the perimeter foundations of the buildings,, exce t
around the garage where footing drains are omitted.
The geotechnical report for this project recommended that footing drain lines be wrapped in non -woven filter
fabric socks and completely enclosed in clean 3/4 to 1-1/2 inch washed gravel or crushed rock. The footing _
drains are embedded in 3/8 to 1-1/2 inch washed gravel with a nonwoven filter fabric liner covering the top of
the washed gravel fill. it is my opinion footing drains constructed in this manner are acceptable, too. The fitter
fabric should keep soil from migrating into the drain lines and there is little chance that the finer gravel would plug _
up the holes in the PVC pipe walls. _
It is my opinion the footing drains are properly installed.
AW
V
_-
FAv
- -- '1117
Copy o:
p Continued
1) Bob Murphy/Murphy Building Co. 2)
on Next
3) 4
Page
DAILY FIELD REPORT
Job No'
a ep,
ge
o.
1. IU 8► ASSOCJIAI'ES, INC.
11-012
J. Liu
1 of 1
3
77F
Eagineennr i'aa�,�n� n g [r iol i�'H.nith Sc.;cnc
Mites
time On Site
Date
eQ
_Geaedm_ic�l
�.
30
10:20A
11/11/2011ri.
19213 Kenlake Place NT
rave rime ra
time 011 s to
ea ffi er
Kenmore, Washington 911428
0.75
110t40A
Cloud
vehicle Hrs on Site
His Charged
VisitorS
Phone: (42.5) 483-9134 Fax: (425) 486-2746
1
Project
oca on
Client
Single -Family Residences - Lots 7 & 8
228xx - 98th Place West, Edmonds
Murphy Building Co.
General Contractor
General Contractor Superintendent
Received Unchecked By
Murphy Building Co.
Bob Murphy
Eart work Contractor
Earthwork Contractor Supt.
Received Checked By
At the request of Bob Murphy with Murphy. Building Co., I come on site today to observe the construction of the
rain garden for the residences on the subject lots. A pit has been cut down about 2.5 to 3 feet below the existing
grade for the rain garden pond. It is excavated Into a brown silty fine to medium sand with a trace to some gravel.
It is my opinion that construction of the rain garden to date is according to the design plans and is acceptable.
Copy o:
❑Continued
1) Bob Murphy/Murphy Building Co. 2)
on Next
3) 4)
Page
DAILY FIELD REPORT
Job o.
FIM liep,
page
epon No.
LIU & ASSOCIATES, INC.
11-012
J. Liu
1 of 1
4
_
(sciitcchnica{ h:r,gnacrin ngirv!Etg Grotty, (` Ewih Sciewe
Mites
me n e
a e
y o ee
30
9:15A
11/29/2011
Tues.
1921.3 Kenlake Place NE
Travel lime ( rs)a
to
er
Kenmore, Washingion 98028
0.75
9:35A
Sunny
Phone: (425) 483-9134 Fttx: (42-5) 486-2746
Vehicle HrS on Site
Cnargea
visitors
imirs
1
PrOrect
55 Locawnyen
Single -Family Residences - Lots 7 & 8
228xx - 96th Place West. Edmonds
Murphy Building Co.
General Contractor
General Contractor Superintendent
Received Unchecked By
MurphX Building Co.
Bob Murphy
Earthv,otk Contractor
Eerthwork Contractor Supt.
Received Checked By
At the request of Bob Murphy with Murphy Building Co., I come on site today to observe the construction of the
rain garden for the residences on the subject lots. A precast concreter block wall about 2 to 3 feet tall has been
constructed at north end of rain garden pond with a plastic pipe sticking out of this wall to carry stormwater of _
the residence into the rain garden. The bottom of the pond is -lined with a layer of modified soil (soil mixed with
organics) about 18 inches thick. Water discharged into the pond or rain water catched by the pond has
consolidated this layer of modified soil some what. The rain garden is yet to be planted.
It is my opinion that construction of the fain garden to date is according to the design plans and is acceptable.
Copy o:
0 Continued
1) Bob Murphy/Murphy Building Co- 2)
on Next
3) 4)
Page
DAILY FIELD REPORT
(� �. (�
�.�-U & ASSOCJATES, INC.
o o*
11-012
ep.
J. Liu
age
1 of 1
eW o.
Gmtedmicat Erq*eaic� P&igkr.cnn.gCmoloU & Eanh Scianoe
es
Imo n e
e
May o Week
--� _
30
/2:35P
2/29/2012
Wed.
19213 Kcniake Place NE
Travel Time-rre
a
We - her
.Kenmore, Washington 98028
0.75
1 1:OOP
Light Rain
Vehicle Mrs on Site
Crorged
VisEr-s
Phone: (425) 483-9134 :Fax: (425) 486-2746
lKrs
1
Project
oca ion
Client
Single -Family Residence - Lot 7
22806 - 96th Place West, Edmonds
Murphy Building Co.
General Contractor
General Contractor superintendent
Received unchecked By
Murphy Building Co.
Bob Murphy
Earthwork Contractor
Earthwork Contractor Supt,
Received Chocked By
At -the request of Bob Murphy with Murphy Building Co., I come on site today to conduct a final inspection on
permanent erosion control for the subject residence.. At the Ume of site visit, the unpaved ground within the
residence site has all been landscaped and is either covered by lawn grass or by shredded bark. There are no
signs of erosion within the site. It is my opinion that final erosion control for the site is now completed.
- - -- _ - ---- - - 'tea?�Lj
Copy to,
❑Continued
1) Bob Murphy/Murphy Building Co. 2)
on Next
3) 4)
Page
°` f-��Inspection Comments
U
f
BLD20100757 64 - Single Family Residence New
Applied: 10/15/2010 Issued: 07/15/2011
Expires:
07/15/2012
Address: 22806 96TH PL W, EDMONDS
INSPECTION DATE
INSPECTOR
ACTION
1001 - E -Erosion Control/Mobilization 08/02/2011
LAMBERTJ
COR
Comment: Went on - site and no TESC measures were in place. Will call when
ready.
1001 - E -Erosion Control/Mobilization 12/13/2011
ZULAUF
COM
Comment: see attached correction notice.
1001 - E -Erosion Control/Mobilization 03/08/2012
SIBREL
CMP
Comment: Approved.
1013 - E -Storm Tightline 08/25/2011
ZULAUF
COM
Comment: partial ok to b/f
1013 - E -Storm Tightline 11/08/2011
LAMBERTJ
PAR
Comment: OK to backfill - not using n-12 - installed pvc cleanouts and bends
1013 - E -Storm Tightline 12/30/2011
LAMBERTJ
COM
Comment: J.Zulauf on site - instructed contractor to remove n-12 and install cleanouts or bends to
lines - the storm
water should be collected to approved stormwater management system
1013 - E -Storm Tightline 12/30/2011
ZULAUF
CMP
Comment: ok to b/f
1014 - E-Tightline to Rain Garden 11/07/2011
LAMBERTJ
PAR
Comment: J.Zulauf on site - OK to backfill line - need to verify connection
1014 - E-Tightline to Rain Garden 11/08/2011
LAMBERTJ
CMP
Comment: Verified Connection
1015 - E -Rain Garden Redesign 02/07/2012
ZULAUF
COM
Comment: ok-need to b/f new wall to final
1015 - E -Rain Garden Redesign 03/08/2012
SIBREL
CMP
Comment: Correction: backfill of raingarden wall not completed.
1016 - E -Rain Garden 12/30/2012
ZULAUF
CMP
Comment: ok to final
1018 - E -Footing Drywell 11/07/2011
LAMBERTJ
CMP
Comment: J.Zulauf on site - OK to backfill - verified connection to drywell
1019 - E -Footing Drain TL Conveyance 11/07/2011
LAMBERTJ
CMP
Comment: J.Zulauf on site - OK to backfill - verified connection to drywell
1044 - E -Driveway Form & Slope Ver. 03/08/2012
SIBREL
CMP
Comment: Approved.
1077 - E -Engineering Final 03/08/2012
SIBREL
COR
Comment: Raingarden retaining wall not backfilled.
3/19/2012 9:53:46 AM 121 5th Ave, Edmonds Washington - Phone:
(425) 771-0220
Page 1 of 3
JINSPECTION
DATE
INSPECTOR
ACTION
1077 - E -Engineering Final
03/09/2012
MCCONNELL
COM
Comment: Raingarden retaining wall still not backfilled.
Sent email to Bob Murphy to inform us when it is.
1077 - E -Engineering Final
03/14/2012
SIBREL
CMP
Comment: OK to Final. Retaining wall backfilled.
1133 - B -Roof Sheathing
11/14/2011
1101 - B-Preconstruction meeting
07/28/2011
STEINIKE
CMP
Comment:
1136 - B -Shear Nailing
11/14/2011
1106 - B -Setbacks
08/10/2011
STEINIKE
CMP
Comment:
1140 - B -Height Verification
12/19/2011
1108 - B -Footings
08/10/2011
STEINIKE
CMP
Comment:
1142 - B -Framing
12/06/2011
1110 - B -Foundation Wall
08/18/2011
STEINIKE
CMP
Comment:
1144 - B -Wall Insulation/Caulk
12/14/2011
LAWLER
1112 - B -Foundation Drainage
08/25/2011
LAWLER
COR
Comment: see correction
1150 - B-Sheetrock Nail
12/16/2011
LAWLER
1112 - B -Foundation Drainage
08/26/2011
LAWLER
CMP
Comment: received geotech report, okay to sign inspection card next field
trip to site
121 5th Ave, Edmonds Washington - Phone: (425) 771-0220
1122 - B -First Floor Framing
10/31/2011
STEINIKE
CMP
Comment:
1126 - B -Plumb Rough In
11/30/2011
LAWLER
CMP
Comment:
1128 - B -Gas Test/Pipe
12/02/2011
LAWLER
CMP
Comment:
1130 - B -Mechanical Rough In
12/06/2011
LAWLER
CMP
Comment:
1132 - 13 -Exterior Sheathing
11/14/2011
LAWLER
CMP
Comment:
1133 - B -Roof Sheathing
11/14/2011
LAWLER
CMP
Comment:
1136 - B -Shear Nailing
11/14/2011
LAWLER
CMP
Comment:
1140 - B -Height Verification
12/19/2011
LAWLER
CMP
Comment:
1142 - B -Framing
12/06/2011
LAWLER
CMP
Comment: Still need height verification, polyseal approved
1144 - B -Wall Insulation/Caulk
12/14/2011
LAWLER
CMP
Comment:
1150 - B-Sheetrock Nail
12/16/2011
LAWLER
CMP
Comment:
3/19/2012 9:53:46 AM
121 5th Ave, Edmonds Washington - Phone: (425) 771-0220
Page 2 of 3
INSPECTION DATE INSPECTOR ACTION
1158 - B-Building Final 03/09/2012 LAWLER COR
Comment: Engineering final. Pipe drip pan (under water heater) to exterior
1158 - B -Building Final 03/14/2012 LAWLER
Comment:
CMP
3/19/2012 9:53:46 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 3 of 3