12825 SW MORNINGSTAR DRIVE Ha ad1SON64HOW MS 5Z8Zti
0
Z
Z
cr
0
3
Ln
N
c0
N
P
12825 SW MORNINGSTAR OR
Page No. 5 CASN HIJ-01RY FOR CABS NO.: MBT97-0209
IMPMSIVR NOHNS INC
12825 ON MORNINGATAR DR
06/19/99
Action Description Req/ acted/ and/ Action Notes Diep Uy Update Upc1
code sent Lone Done Date BY
MBTA74S Gyp board Insp / / / / 10/28/97 1. Provide access at jacuzzi. I 'R RB 10/20/97 JON
2. Xxtend water proof gypsx= to outer
edge of 1bcuzzi.
1. basement unfinished at this time.
4. Shear nailing not applicable at.
gypsum.
M9TA745 Gyp board Inap 01/25/98 / / 01/22/98 This inspection is for lower level PASS RB 01/2S/98 JON
basement.
MSTA755 Rain drain Inep / / / 08/11./97 Needs rip rap at outfall of raindrain/ PASS RAN 08/11/97 JON
MSTA760 Nater Lino Insp / / / / 01/22/98 PASS MB 01/22/98 KM
MSTA76S Appr/Sdwlk Insp / / / / 12/02/97 ok to pour PASS Me 12/04/97 JON
MSTA770 Mise. Inspection / / / / 08/20/97 N-1- ftg drain at rear of garage APP KS 08/20/97 KW
interior, fluid pressure
MSTA790 Electrical Final / / / / 01/27/90 voltage 121 PABA RRP 01/27/98 J•F
arcI Teats: gat-4■a, bath S.Van, kitchen
N1-4ma, 02-51ma
rear-4ma, front-4ma, rear lower-4ma (all
normal)
M9TA795 Mechanical Final / / / / 01/27/98 PABA MR 01/27/98 MRS
MSTA797 Plumb Final / / / / 01/27/S8 PASS MB 01/27/98 MR9
MSTA799 Building Final / / / / 01/30/RA Approved pending grading ins;ection PABA ltd 05/06/99 JT
approval.
MSTA960 (F) Inaus Cert. of Ocr_.upancy / / / / 01/30/99 MAILED 6/11/99 MAIL VN 06/11/98 VLN
IL
M
v�
_J
_m
W
Page No. 4 CASE HISTORY FOR CAAR MO.: MST17-0209
iHPREShcva ROMMS INC
12025 SN MDRNINORTAR DR
06/13/99
Action Desaripti= Req/ Schd/ ft-V Acti(M Notes Dinp By Update Upd
code scot. Daae Done Date Ey
....... .•.•........rr.•.........ra... r.....•• ........ ____..___ ____.__-_____________ ,________... ._..__.. .__.._ _.....__... ..__
MSTA724 Sloctrical Rough In / / / / 01/09/98 Lower levcl floor rough-in Vann. Peview PASS RRP 01./11/9t: J•H
lighting - stairwell, may not be
suflicien_ for owner.
MSTA72S Framing Insp / / / / 10/16/97 Approved as noted: Call for Pit! PART RD 10/15/97 J•H
atructutal/mechanical.
MSTA725 Framing Insp / / / / 01/14/98 Approved an noted: PASS FS 01/15/98 JrH
1. Lover level finish basement.
2. Pirestop furred wall at ten ft.
horieontal.
MRTA726 Shear Nall Inep / / / / 09/16/97 Approved an noted: PASS TB 09/17/97 J•H
1. Pont 6 Ream was never approved.
2. Install 1.950 clips at 48-in. centers
aver top of wall at garage adjacent to
bedrom 03.
3. Nail all bottom plates to floors
w/16d, 4-in o.c. at all shear walls.
Exterior sheathing and strap nailing ok
to cover.
••Abcnre noted items can be reinspected
at treeing inspection. I did not
inepect inerior rigid frames.—
GALL FOR REINBPECTION.
MSTA727 Low Voltage ! / / 01/27/98 PASS ARP 01/27/98. J-H
MSTA735 Can Line Insp / ! / / 10/06/97 14 psi PASS KS 10/07/97 J*H
M9TA740 Insulation Insp / / / / 10/22/97 PASS KS 10/30/97 .T•14
MSTA740 Insulation Insp / / / 10/21/97 1. Insulate behind jacuzzi. PASS KS 11/07'9' - !i
4. 2. Adjust batt insulation at master
bedroom, so not to restrict air flow.
f. Also extend above hlown in insulati--
3, gave baffles missed at front bay.
4. Provide save baffles at vaulted
ceiling above stairs.
S. Insulate exposed at heat ducts at
garage.
MSTA740 Insulation Insp / / / / 01/16/98 PASS Ka 01/10/90 J*M
Page No. 3 CASH HISTORY POR CASE NO.: MRT97-0209
INPRRPnTVR HOMM TNC
12825 n% MORNINGSTAR OR
06/10/98
Action Description Req/ Schd/ 2nd/ Act I<m Notes P'ap By UpOAte Upd
code Sent Done Done Date By
MSTA720 Mechanical Inmp / / / 10/06/97 1. Install gypsum behind furnace 6 mpo". FAIL RS 10/07/97 J"H
nails
2. Secure fe paper at fiter..-.ce (both)
3. support round hwat ducts at ten foot
Interval*.
4. Nall around b-vent at upper storage.
S. Extend exhaust duct at tub bath to
roof jack and secure above sheathing.
6. Insulate exposed heat durts at
garage.
WTA720 Mechanical Inmp 10/13/97 / / 10/09/97 General contractor has can—slled CANC Ks 10/13/97 J-H
inspection.
M9TA720 Mechanical Inap / / / / 10/14/97 Nail gypsum behind furance and spot.n. PAIL RS 70,'15/97 J•H
Nall around b-vent at avorage.
Nail each side of double Pips at garage
AM support.
7trap trimmers to header at garage doer.
Block floor joist at waste/family room.
support tmder. double !A p at kitchen.
Support hip at mid point bedroom 112.
Nail each sides of double hips.
MSTP.720 Mechanical Insp / / / / 01/14/90 A"roved as noted: Extend exhaust duct PASS RS 01/15/99 J•H
to exterior at lower bathroom.
MSTA722 plumb Top Out / / / / 00/21/97 decked be fore inspected NR MS 08/22/97 MRS
MSTA722 Plumb Top Out / / / / 10/03/97 No test on DMV an mouth side of PAIL 11A 10/05/97 J'H
building, need C.O. 3-inch waste on
south side of building.
a
��. MSTA7I2 plumb Top Out 10/06/97 CO an 3-inch waste an south sides of PAIL NA 10/07/97 J-H
building not installed as per inspection
report dated 100397.
LO M14TA722 Plumb Top Out / / / / 10/07/91 PASS MA 10/07/97 14RS
W M9TA723 Electrical Service / / / / 10/03/97 PASS BRO 10/05/97 J•H
MSTA724 Electrical Rough In / / / ! 10/03/97 Secure stair light. PASS BRP 10/05/57 J-H
Tighten clamps in switch boxes.
Door switch box (front door) has no
clamps.
Tighten clamps in light outlets,
Roughin approved, service and
low-voltaqe approved.
Page No. 2 C:ABR H78T0RY POP CABG IID.f M6TP97-0209
IMPRUDIVE HOK6B INC
12825 SN MORNING TAR DR
06/19/98
Action Descriltion Req/ Schd/ Rnd/ Action Notes Di•
P By Update Upd
Code Sent Done Dene Date By
------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- ---
MOPA706 Foundation roar / / / / 08/08/91 N-1- ok to pour exteriors wells only. PART TB 08/09/97 RBS
0-2- this inspection does not include
isloated piers
supporting suspended garage floor
system, piers
to close to edge of cut at upper
level will need
to extend wall at crawl space to
allow for back
fill for laterial stpprrt
0-2- ventilate under floor at suspended
garage
MSTA706 Foundation Insp / / / / 08/14/97 APP RS 08/14/97 RBB
MSTA710 Post/Beam Structural / / / / 08/21/97 #-1- not ready N/R RS 08/22/97 RBS
NSTA710 Post/Bean Structural / / / / 01/05/98 1. Bearing pads to close to vertical FAIL RC 01/08/98 J*H
cnt. Must maintain 2-1 as per approved
plane.
2. Unable to access part of lower floor
underfloor area. An access crawl hole
18x24 shall be provided.
3. Columns over 4-ft. wt be restrained
at the bottom.
MSTA710 Post/Beam Structural / / / / 01/08/98 PASS RS 01/09/98 J*H
MSTA710 Post/Beam Structural / / / / 01/08/98 Corrections not complete from report of FAIL RS 01/09/98 J-H
010298 by RC.
MSTA710 Post/Seam Structural 01/25/98 / / 01/22/98 Basement P&B Structural approved. PASS " 01/25/98 J•i.
MSTA711 Poet/Swam Mechanical / / / / 01/05/98 PASS RC 01/08/99 J*N
IL MSTA713 Crawl Drain / / / / 08/11/97 Needs round rock to cover footing drain PASS RAN 08/11/97 J*H
CK
MSTA714 Ftq Drain Damlt Walls / / / / 08/11/97 Needs rip rap at outfall of raindrain. PASS PAD 08/11/97 J•H
(Perimeter rain drains/store drains
approved)
MSTA717 PLM/Underfloor / / / / 01/13/98 PASS MS O1/14/9F MRS
V
W
J
Page No. 1 CARR HISTORY FOR CASE NO.: MOT97-0209
IMPRE99TVR HOMEh INC
12825 AM MORNINGSTAR DR
06/is/99
Action Description Req/ Schd/ End/ Action Notes MAP By Update Upd
code sent Dons Done Date By
MSTA005 Application received / % / / 06/02/97 PASS JSD 06/12/97 JO
M9TA008 Permit Created / / / / 06/12/97 Delay in creation due to excessive PASS JSD 06/12/97 JD
computer down time and bark log of
processing. Jed
MSTA010 Check for prcl. restrict. / / / / 06/12/97 PASS JSD 06/12/97 JD
WTA012 Plans routed to Plans Examiner / / / 06/12/97 PA89 JSD 06/12/97 JD
MgTAU15 Plan Review Ltr. to Ofc. Svcs 06/16/97 / / 06/16/9.1 PEND ROP 07/17/97 RDP
MSTA030 Reviewed plans routed to LSTS / / / / 07/17/97 APPR RDP 07/17/97 RDP
MSTA032 DST Poet-Review Completed / / / / 07/17/97 PASS TAT 07/1.7/97 TAT
MSTA090 (F) Ready to issue / / / / 07/17/°7 PASS TAT 07/17/97 TAT
MSTA092 (F) Issue combination permit / / / / 07/21/97 PASA P 07/21/97 BON
MBTA095 Issue plumbing signature form / / / / 01/12/99 PR(1) .IT 01/12/98 JT
MSTA095 Ione plumbing signature form / / / / 09/19/97 RRT BM 09/24/97 S+N
MSTA097 Issue electric signature form / / / / 01/12/98 RECD JT 01/12/98 JT
MSTA097 Issue electric signature form / / / / 01/09/98 Signature form given to general to have TX.NR DRA 01/09/98 DST
electrician sign and return.
MSTA700 Erosion Contol / / / / / / 06/12/97 JD
MSTA703 Grading Inspection / / / / 07/25/97 NOT RRADY, GRNRRAL CONTRACTOR MILL FAIL KS 08/19/97 J+H
PROVIDE LRTTEP. PROM CARLSON TESTING
INDICATING ANY SPECIAL RRQUIREN9NTS AT
TIME OF FOOTING INSPECTION. FOOTINGS NOT
FORMED AT THIS TIME.
MSTA703 Grading Inspection / / / / 10/06/97 clrading not approved. Needs to stablize FAIT. PI 10/13/97 s+N
soil, connect rain drains, remove dirt
from around trees. (Slope is ewer 201k.)
Soil in curretnly moving down the hill.
MDTA705 Footing Inep / ! / / 08/01/97 See rpeaial requirements for tis-beams PASS GS 09/03/97 J+H
and slope setback - Bob P
IISTA705 Footing Inep / / / / 07/31/97 I need to return to complete rebar at PAIL CIA 08/03/97 J•H
rtie ),same and step bulkheads.
Lo MSTA705 Footing Insp 08/03/97 / / 08/01/97 PASS TLP 08/03/97 J+H
W MSTA706 Foundation Insp / / / / 07/31/97 not ready FAIL 98 09/03/97 J+H
M9TA706 Foundation Inep 09/03/97 / / 09/01/97 PASS TAP 09/03/97 J+H
CITY OF TIGARD BUILDING INSPECTION DIVISION
24-Hour Iena�podion Linc: 6394175 Busincss Maw: 6394171
Date Requested: — Z / A P.M, _` MST:
�_ 1 ~ _--� BUP:
l.ox;aticn —
T'enant:—_— -- _ — — _ Suite:__ Bldg: MEC:
Contractor:__--- --- -- -- _Phone: -- PLM: _
Owner: —..— ---- -- Phmie --— --- - — ELC:
ELR:
SrE
BUILDING BLDG(coni) J PLLJM<sING — MECHANICAL ZLECMCAL Site Post/Beam Po>st/lleam Post/Beam Cover/Service , toren
Footing Roof UrdFl/Slab Rough-In Ceiling, aer Line
Slab Framing -fop Out (Las Line Rough-In Ufa Sprinkler
Foundation Insulation Sewer FloodPOuct Reconnect Vault
F3smt Damp l"all storm Furnoce Temp Service MISC.
Masonry Ceiling Rain Thain A/C UO slab
Shear/Sheath Fire Spklr/Alm Crawl/Formd M He:t Pump Low Volt
Approved Approved Approved Approved <1 ppro
Appy/Sdwlk Not Approved Not Approved Not Approved Not Approved of Approved
FINAL, FINAL. FINAL FINAL FINAL
or
0
U
rl Call for reinspection O Reinspection fee of S— requirvA before next inspection f7l Unable to inspoct
Inspector:_�kr'�. — _-- Date: ��� Page 1 —of f
Plan Check#
CITY OF TIGARD Residential Building Permit Application Reed By
13125 SW HALL BLVD. New Construction Additions or Alterations ata Reed
TIGARD, OR 97223 Single Family Detached or Attached (Dl iolex) Date to P.E.
V 503-539.4171 �-t Date to DST_
F 503-684-7297 "o-p STI�Per it#�
Print or Type caned. -116
Incomplete or illegible applications will not be accoptsd
---� Name of Project Name
Job , PA� . j�_Lt
Address sit- ••�• Architect Mail"Address
'Aiz Nim hi 7 c lr city/State Zip
Ns. , 71�_
Owner Mailing Address Nance �—
CRY/State Zip Phone Engineer Mailing Address
General Name City/State Zip Ptarw
Contractor Deuxibe wont Nov o Addition O Alteration o Repair o
Mailing Address to be done: _
Prior to permit __ Additional Description prYll rk: �c
Issuance,a copy City/State Phone t+
of all licenses
aro required if Oregon Const.Cont. Hoard Exp,Date ROJECT r.. C
i
expired in COT Lic.# VALUATION $ Lo
database
Mechanical Name �- - NEW CONSTRUCTION'ONLY:
Sub- Sq. Ft. House: Sq. Ft. Garage
Centractor Mailing P.ddress
Prior to permit Comer Lot YES NO Flag Lot YES NCS
issuance,a copy City/State Zip - Phone —' check one) check one
of all licenses Restricted Audio/Stereo Burglar
are required if Oregon Const.Cont.Board Exp.Date
expired in COT uc.# Energy System Alarm
database Installation Garage Door HVAC
Plumbing Name — O Ener S stems
Sub- (check all that Other.
Contractor Mailing Address -_ apply)
Will the electrical suhcnniractor wire for all YES NO
restricted ene installations?
Prior to permit City/Stale Zip Phone
issuance,a copy Has the Subdivision Plat recorded? N!A YES NO
of all licenses aro Oregon Const.Cont.Board Exp.Date _
required if Lie,# Reissue of MST#: Solar Compliance
expired in COT Calculation Attached
database Plumbing Lic.# Exp.Date I (Calculation
acknowledge that I have read this application,that the
0. information giver,is correct,that I am the owner or authorized
n' Name agent of the owner,and that plans submitted are in compliance
N with Oregon State laws.
Electrical Signature of Owner/Agent pie
Sub- Mailing Address
JContractor Contact Person Name
® Phone a
0 City/State Zip Phone _
W Prior to permit FOR OFFICE USE ONLY:
J issuance,a copy Plat#: Map/TL#:
of all licenses are Oregon Const.Cont. Board Exp.Date
required H Lie#
expired in COT Setbacks: Zone: Solar.
database Electrical Lic.# Exp.Date
Engineering Approval: Planning Approval: TIF:
I:SFREM.DOC (DST) 4/97
(D a--tT
CITY OF T MASTER PERMIT
DEVELOPMENT SERVICES PERMIT' M. . . . . . . : MST97-O209
ji; 4
AUJIM 13125 SW MOO Blvd.,Tigard,OR 97223 (503)639-9111 DM?TL ISSUED: 07/21/97
PARCEL: 25104DD-08600
SITE ADDRESS. . . : 12825 SW MORNINGSTAR DR
SUBDIVISION. . . . :MOUNTAIN HIGHLANDS NO. 3 ZONING: R-4. 5
B1_OCI'.. . . . I . . . . . LOT. . . . . . . . . . . . . :O44 JURISDICTION: TIG
Remarks: New SFD - "NOTE" Special Foundation conditions required - See Drawing 01 and S
_-.--------------------------------------------------------------- BUILDING ------------
REISSUE: STORIES.......: 2 FLOOR AREAS---------- BASEMENT...: 0 if REQUIRED SETBACKS—— REQUIRED------------
CLASS OF WORK.:NEW HEIGHT........: 24 FIRS1....: 1592 sf GARAGE.....: 861 sf LEFT........... 5 SMOKE DETECTRS: Y
TYPE OF USE...:SF FLOOR LOAD....: 40 SECOND...: 958 sf FRONT.........: 20 PARKING SPATES: 2
TYPE OF CONST.:SN DWELLING UNITS: 1 FINBSMENT: 194 sf RIGHT.........: 5
OCCUPANCY GRP.:R3 BDRM: 3 BATH: 3 TOTAL------: 2744 sf VALUE..t: 1987% REAR..........: 20
---- ----------------------------------------------------------- PLUMBING ----------------------------------------------------- - -SINKS......... I WATER CLOSETS.: 3 WASH1%, MACH..; I LAUNDRY TRAYS.: 0 RAIN DRAIN ft: 100 TRAPS.........: 0
LAVATORIES....: 5 DI940MRS...: 1 FLOOR DRAINS..: 0 SLIER LINE ft: 100 SF RAIN DRAINS: 0 CATCH BASINS—: A
TUB/SrIOWERS...: 2 GARBAGE DISP..: 1 WATER HEATERS.: I WATER LINE ft: 100 BCKFLW PRFVNTR: 0 GREASE TRAPS..: 9
OTHER FIXTURES: 0
-----------------------------------------------------------------.-- MECHANICAL ---------------------------------------------------------------
FUEL TYPES--•-------•-- FURN l 100K ..: i BOIL/CMP ( 3HP: 0 VENT FANS.....: 3 CLOTHES DRYERS: 1
GAS FURN )=IW ..: 0 UNIT HEATERS..: 0 HOODS.......... 0 OTHER UNITS...: 3
MAX INP.: 250000 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVFS....: 0 GAS OUTLETS...: 1
---------------------------------------------------------------- ELECTRICAL
--RFSIDFNTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MI5CELLANEOIIS---- --ADD'[. INSPECTIONS—
)@@@ SF OR LESS: 1 0 - ?00 asp..: 0 8 - 200 amp..: 0 W/SVC OR FDR..: A PUMP/IRRIGATION: 0 PER INSPECTION: 0
EA ADD'L 5005F.: 5 201 - 400 asp..: 0 201 - 409 asp..: 0 1st W/0 SVC/FDR: 0 SIGN/OUT LIN LT: 0 PER HOUR......: 0
LIMITED ENERGY.: 0 401 - 600 asp..: 6 401 - 600 asp..: 0 FA ADDL 8R CIR: 0 SIGNA(/PANEL...: 0 IN PLANT......: 0
MANE HM/SVC/FDR: 0 60. - 1000 asp.: 0 601+asps-1000 v: 0 MINOR LABEL -10: 0
1000+ asp/volt.: 8 --- ---- --- ----------------- PLAN REVIEW SECTION ------------------------------------
Reconnect only.: 0 )=4 RES UNITS..: SVC/FDR)=22'5 A.: ) 600 V NOMINAL: CLS AREA/SPC OCC:
-- ------------------------------- ---------------- ELECTRICAL - RESTRICTED ENERGY --_------------------------------------ --------
4. SF RESIDENTIAL-------------------------- B. COMMERCIAL--- ------------------------------------------------ -----------
ID10 6 STEREO.: YAM SYSTEM..: AUDIO L STEREO.: FIRE ALARM.....: INTERCOMlPAGING; Ol1TDOOR LND9C LT;
TGLAR ALARM..: OTH:X :: BOILER.........: HVAC...........: LANDSCAPE/IRRI6: PROTECTIVE SIAM:
1GE OPENER..: CIOCK..........: iNSTRU1MENT4TION; MEDIrk......... OTHR:
C........... : DATA/TELE COMM.: NURSE CALLS....: TOTAL 0 SYSTEMS: 0
Owner: -----------------------------------Contractor: ----------------- ----- - - TOTAL FEES:$ 4620.36
IMPRESSIVE HOMES INC IMPRESSIVE HOMES INC This permit is subject to the regulations contained in the
10319 SW PICKS WAY 10319 SW PICKS WY Tigard Municipal Code, State of Ore. Specialty Codes and all
TIBARD OR 97224 TIGARD OR 97224 other applicable laws. All work will be done in accordance
with approved plans. This permit will expire if work is
Phone A: 598-8981 Phone 1: 598-8981 not started within 180 days of issuance, or if the work is
Reg t..: 00:984 suspended for more than 180 days. ATTENTION: Oregon law
----- -----------------------------------------------..-------------- requires you to follow rules adopted by the Oregon Utility
Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 932-001-0080. You may obtain copies of these rules or
direct questions to QUNC by tailing (50246-1987.
------------------------------------ ------------------- REQUIRED INSPECTIONS ------------------------------------------- ---
Erosion Contol Post/Beam Mechan Electrical Servi Gas Line Insp Water Line Insp Plumb Final
Grading Inspecti Crawl Drain Electrical Rough Gas Fireplace Water Service In Building Final
Footing Insp PLM/Underfloor Framing Insp Insulation Insp gppr/Sdwlk Insp
Foundation Insp Mechanical Insp Shear Wall Insp Gyp Board Insp Electrical Final
Post/Beam Struct Plumb Top Out Low Voltage Rain drain Insp Mechanical F-
1S5Lred B y I& Permit t:ee Sign atkrre:
1 .+t+i••I-i-.ti•...I-++•++++++-+++.....+++ti-......f 4 4 f-+++ ++1-+++4-1--1--+•4 iF.. 4-++ - •++-i+- +
Cell 639-.4175 by 6:00 p. m. for an inspection needed the next business day
CITY OF TIGARD
DEVELOPMENT SERVICES SEWER CONNECTION
13125 SW Hell Blvd.,1'9sid,OR 97223 (503)=4171 PERMIT
PERMIT #. . . . . . . : SWR97-0206
DATE ISSUED: 07/21/97
PARCEL: 26104DD-08600
SITE ADDRESS. . . : 1.2825 SW MORNINGSTAR DR
SUBDIVISION. . . . :MOUNTAIN HIGHLANDS NO. 3 ZONING: R-4. 5
BLOCK.. . . . . . . . . . LOT. . . . . . . . . . . . . :044 JURISDICTION: TIG
TENANT NAME. . . . . : IMPRESSIVE HOMES INC
111SA NO. . . . . . . . . . : FIXTURE UNITS. . . : 0
CLASS OF WORK. . . :NEW DWELLING UNITS. . : 1
TYPE OF USE. . . . . :SF NO. OF BUILDINGS: 1
INSTALL TYPE. . . . :LTPSWR IMPERV SURFACE: 0 sf
Remarks : New SFD
Owner: --------------------------------------------------------- FEES -----------
IMPRESSIVE HOMES INC type amount by date recpt
10319 SW PICKS WAY PRMT $ 2200. 00 B 07/21/97 97-2297373
TIGARD OR 97224 INSP $ 35. 00 B 07/21/97 97-297373
QUL $ 210. 00 P 07/21/97 97--297373
Phone #: DUN $ 290. 00 B 07/21 /97 97-297373
EROS $ 64. 00 B 07/221/97 97-297373
Contractor: -______.______.._..._____._____.. -_----ERPU $ 20. 80 B 07/21/97 97-297373
OWNER ERPC $ 20. 80 B 07/21/97 97-297373
Phone #: f 2840. 60 TOTAL
Reg ff— .
------ - REQUIRED INSPECTIONS -------
This Applicant agrees to comply with all the rules and regulations Sewer Inspection
of the Unified Sewage Agency. The permit expires IN days from _
the date issued. fie total amount paid will be forfeited if the _
permit expires. The Agency does not guarantee the accuracy of the
side sewer laterals. If the sewer is not located at the measurement
given, the installer shall prospect 3 feet in all directions from
the distance given. If not so located, the installer shall purchase _
a "Tap and Side Sewer' Permit and the Agency will install a lateral.
ATTENTION: Oregon law requires you to follow rules adopted by the _
Oregon Utility Notification Center. Those rules are set forth in DAR _
952-001-0010 through OAR 952-BRIM-SBA. You may obtain copies of
these rules or direct questions to OUNC by calling (503)246-1987.
Tssi-ted by-'" I"`�� � Permittee Signati-tr'e- r
f--F++++++++++++i+++++i•++++++i.+++++++++++++++++++++-F++>++++++++++++++++++++++++++.
Call 639--4175 by 6:00 p. m. for an inspection needed the next business day
I +++++f-+++++++++++.{.++++++++++++++++++f•++++++.•+++++++ r+++++++++++++++++++++++++++
Plan Cheat a ('96
ITY OF TIG, ,RD Residential Budding Permit Application Recd ey �.
3125 SW HALL BLVD. New Construction Ac ditions or Alterations Oete RtWd o
GARD, OR 97223 Single Family Detached or Attached (Duplex) Date to P E.
$03-1139-4171 Dene to DST ?
"'"
503-684.7297 Pet a C o�cX1
Print or Type Cakd_'1
Incomplete or illegible applications will not be accepted
Nf Protect Norm
6L)nJref .r - I'/A
Job Architect
M Address
Address ae Address #� �. �a8�yas 12U2
Na0v .S �-
Ime N
C7e Man Addr*u LLY.L,L! / '
_! C• �1 � ) Engineer Mails Addressc�
c
one
Name
General = 't e Q92 C Deecr+be worts New Addom V AReration O Repow O
,'ontractor Artdnse one:
to be d /` ----------
r G-- -'
CNy/State Zip PltorN A �
WV
Oregon sL Cont rd Lica Exo.Dat _
htbeh Copy of
Currentr� OT•Business ax or Mplae 11 Exp.Due PROJECT _
Licenses I„'l VALUATION
Name NEW CONSTRUCTION ONLY:
Aechanical / `� Z Sq. Ft. House: _ Sq. Ft. Garage
Sub- Mailing Address 1r �
Contractor Comer Lot YES N Flag Lot YES NO
City/State Zip Phone check one (check one)
C Cont Board uc.a Exp.Def rRestricted udio/Sterecl Burglar
,
ttacn Copy or j 7/- Energy System _ Alarm
Current COT Business Tax or Metro 0 F,xp a Installation ,/ Garage Door HVAC
Licenses I� Opener Systems
Name
(check sll that Other.
Plumbing
Sub- Ma _ u Will the ekctnc2l subcontractor wiry,for atl YES NO
ontractor _- restricted enem installations?
'ty/3 to Zip Phone Hes the Subdivision Plat recorded? N/A YE$ NO
"'W31
Oregon Const Cont. Board Lic.tf Exp. 4rReissue of MST#: Solar Complianc
tach Copy of '/// 2 C ' is (Calculation Attached)
Current Plumbing Lic.a Elz
. 1�Ir 'I hesrUy acfcnowkedge that I have read this application,that th
Licenses
COT B Business Tax or Metro a E .Duct information given is correct,that I am the owner or authorized
agent of the owner,and that plans submitted are in compliance
t with O laws.
Name S' of - Date�CL L e f-e( i. /tC '
Sub- Mailing Address �I Con Person Phone#
.ontractor t `� Q►(� ���� y°�
.tylstate Zip Phone FOR OFFICE U$H 0
( 1�jS Plat Jt ^{i"��� j Me OL/�t �-�j i r 1T}
I\ Oregon Con Cont Board Lit:.a Exp.Oats _►L1
tto opy of "�')C)! .215?.y Setbacks: i� Z ___1 Solar.
Ele
Current ctricai Lir.>Y Ex 0 to
Licenses ,�/ _ ' / i A Engineers Ap�fbvsl Approval: TIF:
COT Basrness Tax or Metro A Ex .
is p. (dot) 1197
Pempit#t AccQupi Descnntion Amount Amt, Ed- 511111- QNS `
(
L
MST. Permit (BUILD)
Plumb. Permit (PLUMB) S ______� aS��'✓
Mech. Permit (MECH) V/
r r��
ELC/ELR Permit (ELPRMT) v 27 _ ✓
State Tax (TAX) !D -- .. _ r ;?9
Bldg: ✓
Plumb: .
Mech:
ELC/ELR: V- ✓
Pian Check
3
MST: (B JPPLN) *4 2- ' V /q 2 V
Plumb: (PI.MPLN)
Mech: ECPLN) M
CDC Review DUs) _ rte
V/
Sewer Connection
Reimbursement District
Sewer Inspection (SWINS �� ��� ✓
Parks Dev Charge (PKSDC) 1015V � I 0�0 V
Residential TIF MF-R) I (0(0e) 11,6,0
L Mass Transit TIF (TIF-MT) Z>D i :�,Ov
r
Water Quality (WQUAL) a�I V",
j Water Quantity (WQUANT) 9 o a 9 d
0
Erosion Control Permit (ERPRMT) 6V
Erosion Planck/USA (ERPLAN) 4 ?o go ✓
co
Erosion Planck/COT (EROSN)
Fire Life Safety (FLS)
TOTALS: ��j� ' v •
i MAMA"
a r 1 s o n Testing, Inc• Construction Inspection A.Related Te!
Geotechnical Consultu
P.O. Box 23814
February 18, 1997 Tigard, Oregon 97281
Phone(503)884..346()
CTI JOB NO. 96-6022 FAX(503)884-0954
Cascade Communities, Inc.
13535 SE 145th Avenue
Clackamas, OR 97015
FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING
MOUNTAIN HIGHLANDS III
TIGARD, OREGON
Reference: MORNINGSTAR PROJECT, SOILS AND GRADING REPORT,
Oakley Engineering,Inc., April 28, 1994.
Carlson Testing Inc. (CTI), has conducted on-call inspection services for the earthwork at the
above residential development. This final lettar briefly summarizes our observations and
testing during construction, and the as-built soil conditions to the best of our knowledge. This
letter also provides recommendations for foundation design and soil guidelines during
corlstruction of the single-family homes.
SITE PREPARATION AND FILL PLACEMENT
Based on our visual observations and our density test results, after stripping vegetation and
topsoil, engineered fill using on-site soil was moisture-conditioned and placed on the following
areas to a maximum depth of approximately 15 feet:
Lots 42 to 49
Based on the in-place soil density res alts and our visual observations, it is our opinion that the
engineered fill on the above lots was generally placed in conformance with the standards of
the City of Tigard. M
t
Lots 26 to 41 and 50 to 52 are cut lots or lots left near natural grade.
The backfill placed in the sanitary sewer easement between Lots 46 and 47 and to the laterals
was not compacted and has settled more than one foot.
STRIPPINGS AND/OR EXCESS FILL
Based on our observations, it appears that most of the topsoil strippings and other unsuitable
fill material was removed from the site The strippings were stockpiled very high on Lots 47
through 51 before they were apparently removed. During our site visit on 2-14-97 it was
observed that approximately 12 inches of trench spoils and strippings were spread across the
fronts of Lots 42 to 52. There is a 2 to 3 foot high debris pile on the front of Lot 33 in the
northwest corner.
i
CTI 96-6022
Page 2 of 4
SLOPE STABILITY
The original geot( .hnical investigation for this project was performed by others. CTI engineers
observed the base of the fill placed along Lot boundaries 43/44 and 44/45 which included
subdrains and were started with quarry run fill material hefore any soil fill was placed. The
subdrains aro flowing presently and these .ills have performed well this winter compared to
noarby natural slopes. '47e also observed the recent slope repairs on Lots 43, 46 and between
Lots 28 and 29. More recently a new failure, initiated by excessive uphill storm runoff has
occurred just east of Lot 29.
Generally, the slopes near the creek become less stable up-canyon or in the southerly
direction. We do not anticipate any stability concerns on Lots 47 through 52. Lots 31
through 34 have fill placed during previous phases and some thin dumped fill by builders;
shallow slope creep was noted on Lots 31 and 34. Lots 30 and 35 through 41 will likely
require cuts to construct future homes. We recommend that these cuts be nude ,n the
summertime to minimize the potential for adversely affecting existing residencots above; any
cut exceeding 6 feet in depth should be observed by a geotechnical engineer during
excavation.
The following Lots should definitely require a lot--by-lot geotechnical review:
i
Lots 26-29 and 42 through 46
We anticipate that Lots 26,and 27,may be founded on spread foundations, with some special
considerations. These lots would be more stable with daylight basement homes. Lot 29 may
likely be founded on spread foundations with a proper setback from the east slope where a
recent failure occurred. Lots 26,and 42 through 46, are more steeply sloping or are very near
steep slopes that have a moderate to high probability of failing in the future; these lots may
require deep foundations or horizontal anchors to improve stability or they may be founded on
spread foundations, subject to a geotechnical *engineer's re Aew.
HOUSE EXCAVATION GUIDELINES
We anticipate deeper than typical foundation excavation depths on most of the Ints due to the i
sloping nature of the site. If e.,cavated material is spread around the lot and is expected to
support appurtenant structures such as deck footings and sidewalks, it should be placed,
compacted, and tested as engineered fill. Under no circumstances should nonengineered fill
U) he placed without observation over ground sloping steeper than 20 percent, or on flat ground
more than 3 feet deep.
m
t7
uu
i
CTI 9F-6022
Page 3 of 4
STANDARD FOUNDATION RECOMMENDATIONS
The proposed residential buildings on simple, relatively flat lots, will likely be founded on
shallow spread footings bearing on competent native soils or engineered fill. Spread footing
design and construction should generally conform to Chapter 4 of the CABO One and Two
Family Dwelling Code (CABO), except where we specifically recommend otherwise.
For protection against frost heave, spread footings on nonexpansive soils should have a
minimum embedment depth of 12 inches for exteric- b,odes oa level ground. The
recommended_MjV LyM widths for continuous wall footings are tabulated below:
Minimum Width for
No. of Stories Continuous Footing
(floors supported) (in)
1-story 12
2-story 15
3-story 18
We anticipate that the allowable bearing pressure can be taken as 1,500 lb/ft' for footings
bearing on competent native subsoils or engineered fill to a maximum of 15 kips for column
footings. ZW heavier column loads and mason chirnne
ys, a Soil Engineer should los
wiled Thocoefficient of friction `a ' Peen on-site soil and pw►re -n-p ace concrete may
be taken as 0.40. The maximum ern. - .)*led total and differential footing movements
(generally from soil expansion and/or set. moment)are 1 inch and Ii inch over a span of 20 feet,
respectively,
a
J_
m
F3
W
J
CTI 96-6022
Page 4 of 4
CLOSING AND LIMITATIONS
Our reports pertain to the materials tested/inspected only. This leiter should be made available
to each builder In the deveka menta however, information contained herein is not to be
reduced. except in full without orig( aLrthftatio from this off!� This letter should not
be construed to relieve or lessen the responsibility of the contractor or owner s site
representative for this site work, but is provided for the minimum required governmental
assurance. Our support was given on an as-needed basis as requested. If conditions are
encountered during foundation excavation which differ from this report, then the
developeriCascade Communitles,lnc.), the contractor (Clearwater Construction), and CTI
should be allowed to review the condition before corrective actions are taken. Corrective
work performed by the builder without notifying the above parties will be interpreted as an
acceptance of the conditions encountered.
Respectfully submitted,
CARLSON TESTING, INC.
PRO
,Cp6 YEfq ssio
14743
P.
OREGON
✓,��523.
James D. Imbrie, P.E.
a Geotechnical Engineer
ac
f-
U) JLK
Attachments:
m Summary report of in-place soil density tests
cc: City of Tigard
Clearwater Construction Company
CITY OF TIGARD
DEVELOPMENT SERVICES
131258W Hall Blvd.,Tipwd,UA o13 (M3)M4171
CERTIFICATE OF
OCCUPANCY
PERMIT M. . . . . . . e MST97-0209
DATE ISSUEDe 01/30/98
PARCELa 28104DD-08600
?ITE ADDRESS. . . a 128225 SW MORNINGSTAR DR
SUBDIVISION. . . . a MOUNTAIN HIGHLANDS NO. 3 ZONINOeR--4. °.5
►LOCK. . . . . . . . . . a LOT. . . . . . . . . . . . . %044 JURIEDICTIONeTIG
--------------------------------------------------------
CLASS OF WORK. a NEW
TYPE OF USE. . . a r3F
TYPE OF CONST-R:5N
OCCUPANCY CARP. a R3
OCCUPANCY LOADsO
Remarks a No GFU
[twnerx
IMPRESSIVE HOMF-S INC
10319 SW FLICKS WAY
TIGARD ON 97224
Phone 01 598--8981
Cont ra,r_t or r
IMPRESSIVE HOMES INC
10319 SW PICKS WY
TIGARD OR 97224
Phone Ma '398--8981
Peg #. . : 0010811
'This Gertifir.ate grants occupancy of the above referenced building or portion
thereof and confirms that the building has bot?--i insperted for compliance with
the State of Oregon Spec•ialt.X Codes for the gr oupr occupanry. and use under
which the r-crf°erenc!ed permit was issued.
IL
rrn faiJ i I PIP IN#� C Ti]f{�/' /I PFRV I OR
t
J
m POST IN CUN8P I C:UOIJS PLACE
w
CITY OF TIGARD BUILDING INSPECTION DIVISION
24-Hour Inspochon Lisa:639-4175 Business Phone: 6394171
Date Requested: I �U A.M. _ P.M. MST: —
Location: u �_= BUP:
Tenrmt:_ yy� -Bldg: WC:
Contractor:_ �r
— / i l.t f,,( Phone: ��j�Y=O'� 0 I'LM:
owner:-- 4 dt l _ ELC:
1
ELR:
Srr:
BUILDING BLDG( n't) PLUMBING MECHANICAL. ELECTRICAL SITE
Site Post/Bem► Post/Beam Cover/Service Sewer/Storm
Footing Roof UndFVSlab Rough-in Ceiling Wets Line
Slab Framing Top Out Gas Line Rough-In UG Sprinkler
Foundation Insulation Sewer Hood/Dmt Reconnect Vault
1)smt Damp Drywall Storm Furnace Temp Service MISC.
Masonry Ceiling Rain Drain A/C UG Slab
Shear/Sheath S /Alm Cmwl/Found Dr Heat Pump Low Volt _
Approved Approved Approved Approval Approved
Appr/Sdw k ved Not Approved Not Approved Not Approved Not Approved
FINAL) FINAL FINAL FINAL 1►IMAL
�G �%1 N,S _L a�e VrN
t.
C
0
U
J —
Cl t'pr' for reinspectD Reinspection fee of Srequired before next inspection O Unable to inspect
Inspector: _ _ _ Date: �3�_`-,?—,C — Page- —of