20060332.pdfSTATE L E SE NUMBER EXPIRATION
DATE RIC I "ED
IT EXPIRES
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
PERMIT
NUMBER
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ADDRESS 1 -7 0 3
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PLAT NAMr1SUBOJVIS NO
LOT AC,5
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REMARKS
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VARIANCE OR CU SHORELINE OR ADS# INSPECTION SEPA
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DESCRIBE WORK
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LOT COVERAGE REQUIRED SETBACKS ITT) j WPROPOSED SETS CK
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REMARKS
GE0,Tf_RtLR�P �T
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Des cription
FEE
Description
FEE
Plan Check
State urcharge
4/60
LbEL10PE% VESTED DATE
gEE:OURCE
Building Permit
Building Permit
City Surcharge
PLAN CHECK NO:
Plumbing
Base Fee
THISPERM AUTHORIZES ONLY THE WORK NOTE!D. THIS ERMIT COVERS WORK TO
Mechainical
Grading
;1,2
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
DONIMAIN (CURBS, SIDEWALKS. DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: SEE ECDC ISBILODS(A)(S)
Ergr. ReView
Eng, Inspection
PERMIT LIMIT. SEE ECDC 19.00.005(A)(6)
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
o ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
Fire R.View
11
Plan Chk. Deposi
6?-
;APPLICANT,
N INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
—
2 ED , WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AN.
MON05MS F R DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
ALLCLAJ
Fire Inspection
Receipt 4
17 -Z�t
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL No IT
DEEMED To MODIFY WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITY*S ABILITY TO ENFORCE ANY ORDINANCE PROVISION,'
Landscapoinsp.
TO! I Amt. Due
Recording Fee
Receipt #
INERERYACK OWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFO NATION
APPLICATION APPROVAL
GIVEN IS CORRECT; AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF
TUN,
T E OWNER. I AGREE TO COMPLY WITH CI Y AND STATE LAWS REGULATING CONSTRUC�
CALL
BPI, PdFP.Id.
TION: 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
FOR INSPECTION .—pi �� al--g—P �P 11-d.d
I
WORVMEN'S CO�PENSATION I SURANCE AND FIN 18:27.
ALS SIGNATU,�.
SIG NONED
(425)
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771-0220C
0 �1 I, t��JDATE
'DATE
B By I
'ATTENTION
EXT. 1333
q-E.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI.
ORIGINAL FILE - YELLOW - INSPECTOR
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 I IBC110 I IRC110.
PINK -OWNER . GOLD -ASSESSOR
10104 PRESS HARD - YOU ARE MAKING 4 COPIES
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ow�r.,*�ill,���.i.�u,�)ii"i�,��p�;�,,,.6". FOR
copy EROSION 11 CONTROL AND DRAINAGE
MAR -7
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�SI�TE PLAN, LOT #
Owner; Hilicrest Construction Co., Inc. — MAR - 7 20 6
4 0,
003 Nassau Place r 24 HR. NOTICE REG.
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, ING �PAFI
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q FOR INSPECTION NILDING DEPARIE14T
Evere WA 98201 f'7# cl ry or EOMWO) DS
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.ja. P.rce
_ �PagFel Number.:
um Er u"-�..Ytw
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S Sit ddress:
ite AKddr
Lot Cove Impervious area
House SF: P S.R FouseSF 1467
S.F. Overhangs 212
Lot SF
35% Allowed: 2437.4 S.F. DrivefWalk "5
Under/Over -970.4 S.F. Total A2754
Bench Mark- Top of Sewer manhole @ sw corner of project 191.26
167
Height Caics
A _Z5
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B Pump size ca Units Quan Tots s Z5,
C Bathtubs 4 1 4
Comb. TubIS1 4 1 4 TER & SEWER
D C I I
lothes West I NSPECTIONS REQ'D
Total 711.25 Dishwasher 1.5 1 1.6 132
Average 177.81 Lavatory 1 4 4
Kitchen sink 1.5 1 1.6
25' Allowed 25.0 Laundry sink 1.5 1 1.5
202.81 2 1 2.
water clos 2.5 3
Max.Ht.Allowed Shower L
Main Floor Elev. -Zk I�
27
Bldg. Heigh �A
5 L�Demand-qRM trom Chart 40 -7-0
Actual Height 202.7 1�1 P -- <
CC'= 1 �R' 1 2
e 41e
C.�41 e
TRZADING CALCS.
Footing Elev. Cut Area
2 1 25
=012mils."T S LU WrIk
((A+B)/2)-Footing Elev. 2.125 C= L)
((B+D)/2)-Footing Elev. 2,375 E
((D+C)/2)-Footing Elev. 4 CL
((C+A)/2)-Footing Elev. 3.75
0 5 1
3 06225 LU W
0- , W
Average Cut 5 17-
Volume :42'387.5,< N90*E V79 1-7&
CL
Cubic Yds. .67 6)
1 FTJ Downspouts will be connected to storm
stub. Footing drains will also be con- 0 z t4 W g4 0
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nected to storm stub if grade allows,
m-1/m\ 0 / I to I o (P and connection will be no less than .75' SCALE 1 INCH = 20 FT
Vf_L-1DMVVV-�YLAC4-t�0-'1'2 below invert of footing drain line,
If grade precludes such connection, F;ri-= AND AiD ADDAESS&GN iit:�URZD
D� then a sump will be provided.
After Recording Return To:
HILLCREST CONSTRUCTION
4003 NASSAU PL
EVERETT WA 98201
DECLARATION OF PRIVATE DRAINAGE
EASEMENT AGREEMENT
For and in consideration of the mutual benefits derived herein and other good and
valuable consideration, receipt whereof is hereby acknowledged, the following party
Hillerest Construction Company, INC., being the owner of lots 5, 6 and Tract 997,
's fil
Charlotte Gardens, according to the plat recorded under Snohomish County Auditor e
number 200510145249, hereby conveys and quit claims to the current and future owners,
successors and or assigns ofsaid lot 5, ofthe above described property, a non-exclusive
easement for private drainage facilities, including the right of reasonable ingress and
egress to maintain and repair said drainage facilities over under and across the following
described land of said parties herein:
The northeasterly 25 feet of lot 6 and Tract 997, running parallel with the
southwest boundary ofTract 999, and lying southeasterly of the catch basin as currently
located and depicted within Tract 997, Charlotte Gardens, according to the plat thereof
recorded under Snohomish County Auditor's file number 200510145249, records of
Snohomish County Washington.
Tax Parcel: 010372-000-005-00; 010372-000-006-00; 010372-000-996-00
This easement is appurtenant to the following described land owned by said parties
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herein and the easement and covenants contained herein shall run with and burden the
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property described herein. Said parties herein their successors and or assigns shall have
the right to maintain and repair said drainage pipe line, provided however that the parties
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and their successors shall use reasonable care to restore the surface of the land and to
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replace the landscaping, plantings, lawn, personal property, and any other improvements,
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to original or better condition.
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The doctrine of merger shall not apply with regard to the extinguishing of said easement
herein.
I Witness Whereof, this easement is executed thisl7day f&e4__�r2006.
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Hillerest Construction Company, Inc.
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71
STATE OF WASHINGTON
COUNTY OF -5dA —'5
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Onthis-U-1 day ofS�,� 2006, before me the undersigned, a notary public
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In and for the State of Washington, duly commissioned and sworn,
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Personally appearedIA1 the . ............. . .
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Of Hillcrest Construction Company, Inc., to me proved with satisfactory evidence to be
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The of Hillcrest Construction Company, Inc., who executed the within
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instrument
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Acknowledged that ke signed and sealed the same as their free and voluntary act and
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Deed, for the uses and purpo;ess�n mentionc d
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Printed name of not
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My appointment expires:
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Residingat:
S,IVASHINGTON
cqy"61�1) 04��O.
-ND. 1/2" REBAR & CAP
-9704407-001-OVI-00 S# RM 17672 2&32-E X -040,--aar-014100
0 MrN OF NW PROP. COR.
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Eagle Eye'Consulting Engineers, PS
PO Box 523
01alla, WA 98359
hoAeter@centurytel.net
2538574151
Fax 253 857-5759
To: Marie Harrison 1/31/2006
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City of Edmonds
Edmonds, WA 98020
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Re: Hillcrest Construction, # 17003
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17003 77th Place W
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Edmonds, WA 98020
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Plan Review#: 05-576
-40
EECE #: ED 05-79
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This project is approved for the Structural Architectural V&IAQC and Energy Only
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permit. The drawing review has been completed and accepted for pernitit with the
approved stamped drawings returned to the City of Edmonds.
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The following items have been redlined on the drawings:
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Sheet 4 footings under posts to be 13X3OX30
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Sheet 9 Shearwall & Holddown Notes:
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Item #3 requires 3x foundation sill plate only.
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Item #7 requires minimum 3x abutting panel edges.
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Item SW-3 footnote 3 applies.
Your plans are being reviewed concurrently with the Building Department, Planning
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Department, and Public Works Engineering. Changes, clarifications or additional
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corrections may be required subsequent to the Building Department review, when
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comments are received ftom the other concerned departments.
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Should you have any inquiries regarding this letter, please call Hoyt Jeter at (253) 857-
4151 between 8:00 am and 5:00 pm.
By:
Hoyt Jeter, PE
President
Bee 15 05 07.153p ROBERT M PRIDE INC 425 814 5672 P.1
Consulting
Robert M. Peide, Inc. Engineer
December 15, 2005
Mr. Jon Kvcmmo
Hillerrat Construction RESUB
P. 0. Box 3121
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Everett, WA 08-413-1121
FEB 15 2006
Re� Geotechnical Inve-sl*aticin BUILDING DEPARTMEN
Proposed Residences - Lots 2 end 4-7 CITY OF EDMONDS
17007 77th Place West
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Edmonds, Washington
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RMP ProjeeL No. 05-352-01
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Dear Mr. Kvermno,
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This report presents the results of our site exploration and gentechnical evaluation for
arden development in Edmonds. The
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five single family residences the Charlotte.
is situated adjacent to 77th Place and just north of 171s, Street 8W. It is
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understood that single family residences will be constructed on these lots.
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f t e. till. urface soil
The purpo,,(,, of this investigation was to establish the nature, o h 4; 11
rures, and to provide recommendations
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conditions that will provide, suppoitto the SIT110-1 . , plans for these houses
for the design and Construction oftbe foundations. Prelinlilla"Y
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show that minorsite grading will be requi red to establish building pad grades. USGS
Edmonds was used asa reference for this invesLigaLion.
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mapping for this area of
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site CoLidition
Previous clearing and grading have been performed on this site, i n comim-Lion with the
h is been paved and utilities have been
overall six lot development, The access street
installed to serve the residential lots, ObServatiOl Is of the ground conditions indicate
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that fill has been placed er Tno.q of the lots to create tile e.xisting gra des that slope
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generl Ily toward the northeast-
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ly%ideuribisdeveop eit idtier i a
A sLe( �p slope descends down toward the caster in I ai I e S
nie on the easterly side ofthe plat is heavily
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designated wetiand west of Lat #6. slope
vines and native sill ohs, and there are some mature trees lomited on this
covered with
Ii/211:jv slope. Obser vations ofthis slope showed no evidence of gross failures
native affect the proposed construction.
or instability that would
According to Minard (USGS - 1983) this area of Edmonds is underlain by glacial till
advanced outw, ish deposits (QvII). Seven exploratory Lrenches were dug in
(QvL) and
the area ofthe proposed reside nces to confirm Lbia presence of fill soils and to classify
�13203 1,101mgs F.-int U6- NE Kifkland, WA 9a034 Fa f�814-5872
Phone: 425-814-3970
Dec 15 05 07:53p ROBERT M.PRIDE ING 425 814 5672 P.2
December 15, 200-S
Mr. Jon KverninO
Puge 2
the underlying native, soils - The Lest P its encounLered. soft fill soils anti oi%anics to
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depths oftwo feet and there was obvious construction debris and Lree rei nan
ty sands that
were buried in the fill. Be -low the fill were topsoil and medium dense sil
were categorized as weathered till.
d oil Lots 6and 7 that are oil the
A majority Of the fill material on this plat is locate soft and loose fill tvith organics; and
westerlyside of tile property. Up to soven feet Of,
h 6 had fill and disturbed soils that
debris were encountered on TXA #7. Lots 2 throng
4 feet as disclosed by the test pits. Groundwatersc.upage
ranged from 1 to is rmicb as ese test Pits
was not encountered in any of tile exploratory test Pits- Summary logs ofth
swing No. I.
are. shown on Appendix A and their locations are shown an Dr,
Gettechtnical —Recommendations
-face exploration, the proposed residence
On the basis of our site inspection and subsu,
)ugh 6 Must extend through the fi It a nd bear oil the medium
foundations for Lots;� thr(
dense to dense native silty san& Footing depths are, exiv.ded to lange from 2to as
much as 5 feet to bear on the undisturbed native soils. An allowable soil bearing value
avea minimum
of 20clo psf may be used in the design ofthese footings that should h,
depth of iti inches below flital exterior grade. This value may he increased by 1/3 to
-00 pd
account for temporary seismic or wind loading-, A passive earth pressure of —
may be used to resist. lateral forces.
Where fill soils exceed a depth ofahot five feet on 14t #7, it is recommended that the,
bearing wall footingK be supported on driven Pi, pe piles either 3 or 1. inches in diameter.
refusal into the
These pilesshould be Schedule 80 galvanized pipe that are driven to'. uv,�, t
defirted its less than one inch ofpenetratic . i Period of
native till soils. Refusal is or 850# plicumatit! balunler- Lach pile
3o and 15 seconds, respectively using a 4,50
20 tolls, respectively for working capacity.
may be loaded lip to 8 and
Where pipe piles are used for foundation supporL they should be connected with
concrete grade beams that also pr(pi(lesupport for tfte concrete slabs. If the upper fil
soils are compacted with a vibratory roller to a depth of two feet, Ow noor slabs can be
poured on the utimpacted fill. Sonic interior slab settlemetlL call be expected where the
depth offill exceeds- three feet.
Soule excavation "I be required to establish the building pad for the residence
foundations. Excavated soils should not be used for structural fill kinder the residence,
but may be placed in landscape' areas or hauled offbite. Normal erosion control
procedures should be in place for cont;Lructiollt of this residence in the coming winter
months,
Site drainage improveluents will i ncl tide the installation of footing subdrains,area
-W—
KJ'-1.nS:W 911-- Fax: 425-014-5672
Phone: 42"14-3970
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Dec 15 05 07.53p ROBERT M PRIDE INC 425 814 5672 P.3
December 15,2005
Mr—lon Kvernmo
Pagea
drains and roof down drains. Discharge of these drains should bit i nL0 the existing
storm water System installed as parl. of the street im Provements.
Construction monitori ng a lid consi.11tation sonice.- should also be provided to verify that
Subsurface condiuon,� are similar to those described in Lhig report. Should conditions be
reve.aleil during constructi on that vary frorn the anticipated subsurface profile, we will
evaluate those conditions and prnvide alternative recommendations where appropriate.
chisions and recommendations prescritcd in this reporL are based on 1) our
'rho con fi 0 h ctual
interpretation and. evaluation of soil conditions on this site, �—) con rmation f t e a
-ulisurface conditions encountered during construction, and 3) thCassumption thaL
observirtionand testing will be performed during the appropriate phases of
sufficient
the work,
niendations i it this report were prepared inaccordance with
our findings and recom a V. in Lbe Puget
generally acceptod principle-, of getitechnical engineering, s pra ticod
Sound -,irr.1 at the time our work was performed. W(.,. maRe no warranly, efflier express
or implied.
Please call me ifthere are, any que.gLions or you wish to discuss this report in grealer
detail.
RMpec
Ally
OV WAS71"N*F"
Robert, M. Pride, P. E-
principalGeotechnicalrin i �er
dist: (2) Addressee 1�7j '14",
rinp:
. ......... �4372' o� Howes Point Drive NI: K11119M, Fax: 425-814.5872
phone: 425-814-3970
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Dee 15 05 07:53P ROBERT M PRIDE INC 425 814 5672 P.4
APPENDIX A
Summary Logs of Test Pits
Test Pit No. I —Lot 7
O.0 — 4.Oft FILL: Silty send; gray brown, soft, very moist; with Organics;
4.0 — 5.0 ft NATIVE $OIL: Silty sand and sandy silt; brown, moist, medium dense;
Test Pit No. 2 —Lot 7
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0,0 — 5,Oft FILL: Silty sand and sandy silt; gray brown, SOft. very moist; with
organics and concrete debris; buried tree branch and roots;
6.0 — 7.oft NATIVE SOIL: Silty sand; brown, moist, medium dense to dense;
A T,
Test Pit No. 3 — Lot 7
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0,0 — 71011 FILL: Silty sand and Sandy silt; gray brown, very moist, soft; with
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organics and roots;
7.0 — 7.5ft NATIVE SO IL: Silty sand; brown, moist, medium dense: no
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groundwater;
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Test Pit No, 4 — Lot 2
il; Silty sand and sandy silt; brown, very moist, soft;
0,0 — 1.0ft FILL: Topso moist, medium dense; no groundwater;
Silty brown
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1.0 — 4.0ft NATIVE $OIL: sand;
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Test Pit No 6 — Lot 3
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0.0 — 2.0ft FILL: Silty sand; brown, very mo ist, soft and loose;
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2.0 — 3.0ft NATIVE SOIL: Silty sand; brown, moist, medium dense: no
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groundwater;
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Test Pit No. 6 — Lot 4
0.0 — I 'Oft FILL: silty sand; brown, moist, loose:
1.0 — 2,5ft NATIVE SOIL: Silty sand; brown, moist, medium dense:
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T Pit No. 7 — Lot 6
est
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0.0 — 3.oft FILL: Silty send; gray brown, very moist, loose;
NATIVE SOIL:. Silty sand; brown, moist, medium dense;
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3.0 — 4,Oft
Test Pit No. 8 — Lot 6
0.0 — 4,0ft FILL: silty sand: brown, very moist, loose;
NATIVE SOIL: Silty sand; brown, moist, medium dense:
4.0 — 5-0ft
KiMand,WASBrig Fax: 426-814-5672
Phone: 425-814-3970
Deo 15 05 07!54p ROBERT M PRIDE INC 425 914 5672 P.5
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Rep
plat Map for Charlotte Gardens
SITE PLAN
"62-01
proposed CharkMe Garden
771hpla SWsnd1716t$"et Drawing No.
------------- t1-
Fdmonds, Washington Consultin En 111ccr
M. rnac. 11...
- ----------
M PRIDE ING 425 814 9672
D" ps 09 05-.tep ROBERT
Consulting
Engineer
Robert M. Pride, Inc.
necember 1,00.1,;
Mr. Jon 1(vewfunf)
Hillc'est Construction z
P. 0. Box 3=1
Everett, WA 98-3-1121
Propose. d Residences - Lots 3 - 6 -4 -n
771h Place WeA
Edmonds, Washington
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RMP Project No. Oa-3522-0 1 0
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Dear Mr. Kvernmq, -4 -C
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request I have reviewed the plans forthe proposod.-Inglefamily residencesto he jo -I
Atyour
Constructed on I /.)ts 3 through 6 ill the Charlotte. Gardens plat oil -7711- Place West in
Edmonds. These residences have been sited within the building setback limits as shown ?
on
onthedrawing4by Home Design. O"n
W, sed on my site inspoo itions and geotechnical evaluation as discussed in my December
o-,O and.islh reports, these sLiuctures can be constructed at their proposed locations m In
without any impact on the a4jacent steepslope areas. Minimum sJop esetback distances 055
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from the face of the slope to the exterior foundation walfs.is at least t5 feet on Lot.3,30 0;;
feet On 1A)t 4, 35 feet on Lot s and 35 feet on Lot 6. in my opinion these setback C: on
distances aresatisfacLoiy for the site andsubsurface conditions on these lImperties, and In 0
they willsatisfy tile requirements ofECDC *:�3.8o and --4.4o,
Please call me ifthere are any questions regarding this submittal.
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Respectfully,
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Robert M. Pride 11 E -4
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Principal Geote�;nicall ED V, -,r In
ftt: (21) Addressee
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MIF Hillereaplat2 RESUB
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JAN 19 2006
BUILDING DEPARTMENT
CITY OP EDMOIjT,
Phone: 425-914-3970 T05S'H—oImeP1I1t67,,NE 1,11111.1A �98034 ...... .
Fax: 426-0 14�%JT� COPY
Consulting
Robert M. Pride, Inc. Engineer
February 10, 2oo6
Mr. Jon Kvernmo
Hillcrest Construction Company
P. 0. Box 3121
Everett, WA 98213 RESUB
Re: Geotechnical Review FEB 15 2006
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Proposed Residences
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170011to 17009 77th Place West BUILDING DEPARTMENT
CITy OF EDMONDS
Edmonds, Washington
Plan Check #05-566,67,73,76,77
Dear Mr. Kvernmo,
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As requested by the City of Edmonds I have reviewed my prior reports prepared for the
five proposed residences on Lots 2, 4, 5, 6, and 7 in this subdivision located along 771h
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Place West in Edmonds. Our geotechniral investigation performed on Lots 2 through 7
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was summarized in the December 15th report, which will be submitted along with the
plans and specifications for obtaining residential permits on these lots.
The plans for the residential structures on each of the five lots were previously reviewed
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and they were found to comply with the recommendations made in our geotechnical
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-report. Although Nelson Geortechnical was involved in the original platting of this
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subdivision, we will be acting as the geotechnical engineer of record during construction
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of the residences. Any field inspections that are required during site excavation/grading
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and during foundation installations will be performed, and field memos will be
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submitted for City review.
Individual Agreement Forms for each lot will be signed and submitted along with this
final review letter.
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Please call me if there are any questions.
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Respectfully,
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Robert M. Pride, P. E.
16,7,
Principal Geotechnical Engineer
dist: (1) addressee
rmp: HillcrestReS4
13203 Holmes Point Drive NE Kirkland, WA 98C40
Phone: 425-814-3970 "-% ax: 425-814-5672
npr 28 06 llt53a ROBERT M PRIDE INC 425 814 5672 P.1
7V-0'??jFlELD MEMo,;t:-A
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To:
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Re.Ct� 4t2,0T) Lots q Projgct No: los�
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Robert M- Frldc, W. ConSultb% Esiginctr
Height Calculation Worksheet
Date
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Permit Number 03G
Address 1-7��03ett-J
Inspector
Average Grade 1'7-7 1 81
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Max Height (25'+Ave.) ';t 0.)
Actual Height (A+B+C)
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80
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MICROFILM
ofoccu ancy
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DEPARTMENT OF BUILDINGS
PER INTERNATIONAL RESIDENTIAL CODE SECTION R110
AT: 17003 771h Place W Building Permit#: 2006-0332 . . ........
Dwelling Units:
occupancy established by this certificate: R3
No. Stories: _2 Basement:_ _NIA Type of Construction:
Owner of building: Hillcrest Construction Co. ments of the
The Sing a Fam! I w Re 9 ill, at 17003 77t' Place W —has been inspe d and approved complying with tl%�D require
200 dition of the International Residential Code as adopted by the City for the group and division of occupancy and the use for which
The —proposed occupancy is classified.
Issued this day of July. 2007
Chief Building Official
By:
Any change of occupancy or use requires a building permit and a now Certificate of occupancy Issued by the City of Edmonds Building Official.
04: Permit inspection Details
Permit: BLD20060332
PERMITTf7l�w-'-',
-tros to o on
1601�-'E loncont I/W 1611harti
0412 7/200 6 ES
1 5 T ES Cp a r City std's
Total Time:
15
1013,- E-Storm tightfine
corri plate,?
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0 S/ 2612006 Hawkins
15 ok to backtill right line
y
Total Time:
15
1014 - E�Storm Conmet:tto Stub
corn lete?,
P
, V",
0610912006 Hawkins
io tight line connection to storm stub ok to backfill
y
Total Time;
10
10IT-E-Footing, Drain, Connection,
Corn I tq?-,
06/0912006 11 Hawk ins
10 fociting connectin to storm stub ok to backfill
Total Time.
10
1034'-'E-Wirtersormice Line.,
06/1�12006 Hawkins
30 Water service line ok to backfill, not gmunded at the house and meter.
y
Total Time:
30
077 , �Ertglneering Final
09;2&ik06 Hawkins
45 Failed. Need to request driveway waiver. Driveway ecceeds the allow 14% slope. Also need
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to satisfy tight line water test.
09/29/2006 Sibrol
0 Dwy waiver approved per Lyle Chrisman.
y
Total Time;
45
1106-B-Sotbacki
com p'lete�?�
04M712666 MS
20 SETBACKS APPROVED PER STRUNG PROPERTY LINES
Total Time:
20
rFo' I ';I'�
1108�- B; ot ngvi��
"Pl- T
y
04/2712006 MS
20 FOOTINGS APPROVED
y
Total Time:
20
1410 -.B.Foundation'Wali
Plate
04104/2006 Me
20 FOUNDATION APPROVED
y
Total Time:
20
I 1i 22 r', 1216IF16A Floor Framing
j"
OTO
ollwood MS
20 FIRST FLOOR FRAMING APPROVED
Total Time:
20
1126 - B-Plumb Rough I n
06t2O/2006 MS
20 PLUMBING ROUGH IN APPROVED
Total Time:
112&- S-Gas Test/Filipe�
complete?
05/27/2006 MS
20 G AS TEST AND GAS PI PI N G APPROVED
Y
Tot.] Time:
20
1132 - B-Exterlor Sheathing
Conlrolata7l
06/20/2006 MS
EXTERIOR SHEATHING APPROVED
y
Total Time:
20
1136 - B-Shear Nailing
Complete?
Y,
07/1212006 MS
20 SHIEARARPROV�D
Y
Total Tim.:
20
1146 - B-Height Vertficat o
Pn
complete�?
07/12/2006 MS
25 HEIGHT APPROVED
y
Total Time:
25
6/2312009 11:43:41 AM
Page I of 2
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07/12/2006 MS 25 FRAMING APPROVED
Total Time: 25
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/2006 MS �5 WALL INSULATION APPROVED
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Total Time: Is
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07/14/2006 MS 15 FLOOR INSULATION APPROVED
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Total Time: is
6i irtsiil- 0 �d
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6)i812006 Snook 20 APPROVED"
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Total Time: 20
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0712�/�gw MS 20 SHEETROCKAOPROVED
Total Time: 20
09/28/2006 '-6nook 20 FINAL APPROVED
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Total Time: 20
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07/30/2007 clugston
Total Time: 0
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Page 2 of 2
RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
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SETBACKS .............
FOUNDATION:
Footing ..........
Wall..........................
Pier/Porch .................
Retaining Wall ...........
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Slab Insulation ..........
PLUMBING:
Underground ............. 0 M
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Rough -in ................... 17111 0
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Commercial Final C
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HEATING: M z
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Gas Test ................. >
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Gas Piping ...........
Equipment 0 -n
Commercial Final
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EXTERIOR SHEATHING a —
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NAILING ................... 0
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vv-. ...........
FRAMING ........................
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FIRST FLOOR FRAMIN 74
—7 1 f--c) Lo
INSULATION .............
Floor Insulation 3:
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Wall Insulation
Ceiling Insulation '0 (v 0)
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SHEETROCK NAILING 2
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SPECIAL INSPECTION M
MISCELLANEOUS
FINAL APPROVAL FOR
OCCUPANCY ..................
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