16255 SW COPPER CREEK DRIVE ADDRESS:
i:\records\microflm\targets\building.doc
I OF TIGARD C:ERTIFICA"IE or
COMMUNITY DEVELOPMENT DEPARTMENT OCCUPANCY
13125 SW Hell Blvd.Tigard,Oiogon 97223.9199 (603 x639-Kra PERMIT #. . , . . . , C M T9:s Q 1 '5 '
637-4171 DATE: ISSUED: 1 1 J 10lg::
PARCEL t 28114BA-1 6500
SITE ADDRCSS. . . a 16255 8W COP'I'ER CREEK DR
SUBDIVISION. . • . t COPPER R CREEK STAGE 4 ZON I NG e R-7
3LOCK. . . . . . . . . .
CLAMS OF WORK. t NE:W
TYPE OF USE. . . a 5F
OCCUPANCY CARP. a IR3
W. CUPANCY LOAD a 226 4
TCN11117 NOW* . . t
Hemeor ka a PATH I
Ownera --w••••__,....w. w_�_,._._..._.__._..�_,_.__.w___�_._.__.__
L f-1UPr-l_ K I RISCH BAUM
9 385 5W JUL:A PC_
T I GARD OR 97223
Phovre Ox
Contrac:tort _..... _.__._.......__._... ._..__.__._._..__.____�_
DAN REVES OL NE FRAC.. CONTRACTING
13436 SE BADEBRUS14 DR
CLACKAMAS OR 97015
Phone Mt 698-2091
Reg #. . p 27678
Occupancy of the ab-..ye referenced building is Thereby given, aliv re,^ttfies
the+ compliance with the State Of Urogon Specialty C'rd!ra ft.r the gro"Pq
oc,rupAvi y, and use under which the rsferenr..ed per,nit was i .,^ued.
FI RE'z" DEPARTMENT DI Cii'T iCrPE:CTOR'
i
BU I L D I NO &�vnft
POST IN CONSPICUOUS PLACE=
INSPECTIQR NOTI.r
City Of Tigard Bbildin Drpartrent
13123 Sw Hall Nlyd. Tigard. Oregon 97223
Inspection Line (!mac-0.[+hor►r)! dLolol
639-4175 Business Dhoner 639-4171
Inspections
Footing Plbg. Underslab Kwh. Rough-in s/Sdrlk -'
Found. Plbg. Top Out Gar Line jEINAL� s
Post/Beam Struct. San. Sealer !raring -11d�J
Post/Beam Nwh. Rain Drain Insulation -P1urtr.
Plbg. Underfloor Mater Line Gyp. gd.
h 99 -Nech.
Date Requested! �) '�d� ` ] �/
Tice! AM _ZLM
Addreras1�D it y bk Permit 1! MST4?5 Of2S�
builders r ( , CF (B "1 1,3(0
THE FOLLOWING CORRECTIONS ARE REQDIREDt
Inrpectore --
--.��_ Dater
PROVED DISAPPROVED APPROVED SttBJECT To ABOVE
_Call Por Reinsp.
INSPECTION NOTICE .........
Vim/
City of Tigard Building DepartEwt
11115 BW Hall Blvd. Tigard, oragun 977=1
Inspection T.,ine (Ree-•O-•Phone)t 639-4175 Businaaa lhOnet 619-4171
Inspections
Footing Plbg. Underalab Hach. Rough-in App!/Sftlk
end. Plbq. Top Out Gas Line yl
Poot/Beam Strutt. San. Sewer Framing _sem,
Post/Beam Rech. Rain Drain Insulation !1�
Plbg„ Underfloor Nater LLse Ovp. Rd. p�
G 2 �-
Date Koquesteds_• I > Timor
Address Permit
Builders�
THE FOLLMIN0 CORRECTIONS ARE RRMIREDt
IX
Tnspertostf� �� --- Datel-
-__APPftMD - DISI►PPROVYD _APPROVED SUB.TECT TO ABOVE
__ call For Reinsp.
APPLICATIONA - STREET IMPROVEMENT/EXCAVATION COPY TO,
ORDINANCE NO. 74-14 � :� X (WHITE)-FILE
/` (YELLOW)-INSP.
jINSTRUCTIONS ON SEPARATE SHEET) S _ _A , OTHER-OTHEI7 AGENCYfj1 .
�J (BLUE)• APPLICANT
�_______.-•--�[Jit''/
APPROVED W APPLICATION NO.: —4zz.
NOT APPROVED U CI I Y OF FIGARD, OREGON FEE AMT.: $ 8�,� �0
PENDING FEE. PMT. ❑ CITY ]RALL RECEIPT,�p
PENDING SECURI TY 0 PUBLIC WORKS DEPARTMENT BY i I + DATE. �L
PENDING AGENCY "OK" CJ Application and Progress Record ,�} — r _ — — — — r M
PENDING INFORMATION
FOR STREET IMPROVEMENT/EXCAVATION MAI^sRioN REDCE pNO
ANNUAL n
PENDING VARIANCE EXPIRA ION DAT � / _
PERMIT N0.: ._�. ]"'Q;►` DATE ISSUED: 1x , 9 BY:�
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL OMICRft SID90OLK
DRIVEWAY APRON AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT _ D RQVe8 13436 S-&- Sag rUah r:.ivr, f,: &Ckamm r OR 97015 698-2021
17 A l AsD R mCITY
CONTRACTOR__Jeff BOr>r*Y COnatrLiCtion S8t1d%yl OR 668-7351
NAMPE ADI,Ryffr— -a--'"�
PLANS BY_-__-_._.�_C-Ltl Starklards & ificatiovs
8 N 'A`Ti "—
D` i�
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 1+400•00 _
DOLLARS
.FOR OFFI.lE�1VM 00
(2) EXCAVATION DATA:
0.04 X :_c_ •i •�
STREET "DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE — REMARKS/TYPE BY
TYPE LENGTH WIDTH DFPTH ITEM a QUANTITY
ON
.__ TR T -
r Cr Drive - eee attar - IN EC-
E
QU _
ESTIMATED STREET OPENING DATE:- / / S
ESTIMATED STREET CLOSING DATE: _�—_f T
E
11400.00 STREET
(3) SECURITY NO. _ _—__ SECURITY AMT: $. _ CLOSE
SURETY CO.: __ FINAL
U BOND INSPEC '-
- CHECK CASH .
agar r•
(4) PLOT PLAN: INDICATE SITE PFRTINENT PHYSICAL SPECIAL PROVISIONS I CONDITIONS:
FEATURES; EXCAVATION I.00ATION AND EXTENT, bee attached
—
_44,1 1 I ► 1
S. Comer Creek Drive
1 I rk area zi ITEt 16255 S.N. r
(5) NOTE THE CITY (,F TIGARD DOES NOT, HEREBY, GRA1.'r PERMISSOON TO AFPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY C THE STATE OF ORESCIN.
THE APPLICANT AGREES 70 DEPOSIT THE REQUIRED SECURITIEA, TO CV%MPL Y WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK. AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY Rff"•:ULT FROM APPLICANTS ACTIONS,
APPLICANTS SIGNATUAZE DA-P q T /
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126 106 102
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7900 �•a• • 127 °" 13600
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DATE PRlMI
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9000 ir'1r 13200 IV 1 �C
11500
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91 oo ._ - a
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.t? AREA
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Special Conditions/Provisions-
1. All work shall conform to City of Tigard, Oregon, Standards and Specifications.
Note the attached Detail Drawings (Wa. Co. DW-201,CS-345. CS-301, Tigard 71-
A-212) applicable hereto.
2. Notify City Inspector Letha Thomas(#630-4171)24 hours before starting any work.
3a. The attached Traffic Control General Requirements applicable hereto. Also,
access-to and egress-from parcels of land adjacent to the work area shall be
maintained at all times. Pedestrian safety shall be providod for by the contractor
at all times.
4. Removal/replacement work and damage repair work shall be promptly Initiated and
completed to the City's satisfaction. No work shall be considered complete until
it is accepted by the City. The City reserves the right to cause testing and
certification of work or repairs to be performed, to the City's satisfaction, at
permittee's expense.
5. Erosion control sliali be provided for by the contractor.
6. ORS 757.541-571 applies (pre-notification for location of underground facilities,
etc.).
7. Conditions of apply.
H Aengdoclmaalam%"c-con.mat
3f3� Iii
7 MAX. - 0 MIN.
„ DRIVEWAY R/W LINE
A
IP via
w CONTRACTION JOINT OPTIONAL
LOOCCAWTION
F 6
SIDEWALK EXPANSION JOINT
EXPANSION JOINT
CURB JOINT
SS�� A .
I
3$-0" 1!1--0" MIN. (s-0" MAX. • 0" MIN. ! '0" MAX. 3`-0"
FACE OF CURB
SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB
PLAN
r-I-V2" EXPOSURE
USE EXI.aTlNt3 EXP NSION
JOINT OR SAWCUT AND
ELEVATION B B SEECowe. NO. CSNT.
06.
STREET
6r
COMPACTED 9UBGnAOE7 -2" OF 3/4" MINUS
SECTION A—A
NOTES
I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S.I.
AFTER 26 DAYS , 6 SACK MIX.
2. CURB JOINT SHALL BE A TRUWELEO JOINT WITH A MINIMUM 1/2" RADIUS
ALONG BACK OF CURB.
S. EXPANSION JOINTS SHALL BE 1/2" PREMOLDEL ASPHALT IMPREGNATED
MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE.
4. SEE DWG. NQ CS-300 AND NQ CS-308.
WASHINGTON COUNTY
"DEPARTMENT OF LAND USE RESIDENTIAL. DRIVEWAY
WAND i .4ANSPORTATION
f r `
CIVIL llNglNEER DRAWN APWA NO. WASK COUNTY Na
. NONE DW—200
A
R/W
5 MIN.
CURB JOINT SEE NOTE 5 I
2% I
ROAD7r•, :.
2" OF 3/4"-0
"COMPACTED SUBGRADE
SIDEWALK ADJACENT TO CURB
R/W
5, MIN, 6•
ROAD .� 2 %
will
SEE NOTE 5 I
. I
2" OF 3/4=0 I
COMPACTED SUBGRADE
SIDEWALK AWAY FROM CURB
NOTES +
I. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS , 6 SACK MIX , SLUMP RANGE
OF I I/2" TO 3"
2. PANELS TO BE 3 FEET LONG
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES ,
UTILITY VAULTS,WHEELCHAIR RAMPS. 0 AT SPACING NOT TO EXCEED 48 FT.
4. FOR SIDEWALKS ADJACENT TO THE CURB 13 POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2"RADIUS.
5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY .
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES .
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC
PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE.
WASHINGTON COUNTY
DEPARTMENT OF _AND USE CONCRETE SIDEWALK
AND TRANSPORTA'i!ON
DATE CIVIL F-P3*ieER L41AWN APWA NO. WASH. COUNTY Na
l b7ha YAm!nf { " NONE CS— 305
FACE OF CURD
WIDTH OF STREET 3"1AINAGE TI LOCKOUT
3" I.O. PLASTIC PIP[
WITH COUPLING
1" R
3
ROAD 10 • •- `•
4 I 4.
MAX.
BASE COURSE
•e
-9
L FOR DESIGN SPEEDS GREATER THAN 40 MPH THE CMEROENCY MOUNTABLE
CURB CS-300 SHALL BE USED.
2 CONCRETE TO HAVE A BREAKING STRENGTH OF 8000 P.S.I. AFTER 28 DAYS.
i_
EXPANSION JOINTS.
A. TO BE PROVIDED
0 AT EACH POINT OF TANGENCY OF THE CURB .
21 AT EACH COLD JOINT•
3) AT EACH SIOE OF INLET STRUCTURES.
41 A* EACH END OF DRIVEWAYS..
51 AT LOCATIONS NECESSARY 710 LIMIT SPACING TO 45 FEET.
B. MATERIAL TO BE. PRE - MOLOED4 ASPHALT IMPREGNATED, NON-EXTRUDING,
WITH A THICKNESS OF 1/2 INCH.
3. CONTRACTION' JOINTS .
A. SPACING TO BE NOT MORE THAN 15 FEET .
S. THE DEPTH OF THE JOINT SHALL bE AT LEAST 1S, INCHES. .
4. BASE ROCK -2=0 ARS"• -.,.. 95% COMPACTION. BASE. ROCK SIIALL BE TO
SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER'IS GREATER .
d. DRAINAGE BLACKOUT - 3" DIA. PLASTIC PIPE.
A. I.O. PLASTIC PIPE WITH COUPLING,
B. DRAINAGE ACCESS PHROyGH EXISTING CURBS SHALL BE CORE DRILLED OR CURE
SAW CUT VERTICALLY IA EACH SIDE OF DRAIN S REPOURED TO FULL DEPTH OF CURB.
WASHINGTON COUNTY CURB NON- MOUNTABLE
DEPARTMENT OF LAND
AND TRANSPORTATION Usk FOR USE ON MEDIANS
DATE CIVIL ENGINEER DRAWN APWA NO. WASH. CC_ FY N(X
''�a� ELy 6.1" 18 (MOD.) CS- 301
- 92
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TRAFFIC CONTROL
GENERAL REQUIREMENTS
l • The City, s standard specification for traffic control is
"Manual on Uniform Traffic Control Devices for Streets and
Highways", U.S. Department of Transportation, F.H.A. , 1988 Ed.
2 . Traffic control shall be provided for as illustrated at all
time du:itig work prosecution . No work shall be permitted6n !!11- rolad•
during the hours of darkness, nor between darkness to 8 :30
a.m. , nor. 4 :30 p.m. to darkness.
3 . Traffic control devices, flagpersons (etc.) shall be in Place
prior to initiation of construction work and shall, at all
times, be effectively maintained.
4 • The roadway shall not be closed to through traffic. The
contractor shall notify emergency services
etc. ) , School District, and Tri-Met 72 hours (fire, police,
to initiation of construction work. (minimum) prior
imminent traffic disruption shall be Advance warning of
motoring public b provided to the general
y placement of an advance notification sign
at each end of the construction area 72 hours (minimum) before
initiation of construction work.
5 . The City Inspector shall be notified 24 hours prior to
initiation of work (# 639-4171) .
6 . The work area shall be malnLained in a clean condition, free
from obstructions and hazards . Effective erosion control
measures shall be provided for.
7 . A temporary hard-surface patch shall beplaced on all trenches
within the roadway at the end of each days work.
8 . Minimum travel-lane width shall be twelve (121 ) feet;
pedestrian travel shall also be provided for.
9 • The City reserves the right to restrict construction
activities during holidays and periods of high traffic levels..
The City reserves the right to add to or modify these
requirements as may be necessary to endeavor to more
effectively control traffic and to assure
Public
action shall not relieve the contrr.ctor of re responsibility.
dj/4n9doc\mast@r6\tcgr.mst
--
------------
CONSTRUCroNMEW 0
II GENERAL NOTES
MK I
1.
°N`""` TRAFFIC SIGNS TO BE 48" X 48"
M20-�NAICAp I BLACK ON ORANGE.
OAp
K 2• NC ROAD CLOSURES. *
I
►LACZ[A AMCAA O I
VW-7A
lowI41N.
�• THE CITY'S STANDARD SPECIFICATION
C I FOR TRAFFIC CONTROL IS "MANUAL
ON UNIFORM TRAFFIC CONTROL
lov I DEVICES FOR STREETS AND HIGHWAYS
411.
U.S. DEPT. OF TRANSPORTATION,
■ ■ F.H.A., 1988 EDITION.
a—
�• 4. ACTUAL SIGN PLACEMENT•TO BE
ADJUST"" IN FIELD. DO NOT REDUCE
I° BELOW h "MUMS WITHOUT CITY
m APPROVAL.
° w
■■ �. THE CITY RESERVES THE RIGHT TO ADD TO
OR MODIFY TRAFFIC CONTROL REQUIREMENTS
AS MAY TO EFFECTIVELY
CONTROL TRAFFIC RAFFICSAND YTO ASSURE PUBLIC
I
will. SAFETY.
Ip nAoor�t.MCAD
W20-7A
K LEGEND
I p �o°i`Ao O TRAFFIC SIGN
K 0 CONSTRUCTION ZONE
TRAFFIC CONES OR
O noAo s7�a+cnoa APr►iOPRIATE DELINEATION
DEVICE.
TRAFFIC CONTROL
TYPICAL DETAIL
DESIGN BY APPROVED BY
CITY OF TIGARD DRAWN BY
SCALE OREGON DAA CABDRAMNO.N0.
_ N.T.S. 4r6_92
r
I
INSPECTION NOTICE
City of Tigord Buildiaq Depa>e#wamt
13125 /O hall Blvd. Tigard, oregom 97223
inopoction Lino (Rae-O-Phono)f 639-4175 Busineas Phonal 639-4171
Inspections
/ f
Footing Plbg. Undoralab Mach. Rough-in Appr/Sdwl�
Pound. Plbg. Top Out can Lina FINALS
I
Poet/Seam Struct. San. Sewer Framing -Bldg.
Poet/Beam Mach. Rain Drain Insulation -Plumb.
Plbq. Underfloor Nater Line Gyp. Bd. -Koch.
Data Requostedf - _2q- Timof �_An
PM
Addreea s 1 7 f' p d v C t r'C - Permit ..�5� `7 3
Buildorf D�Z_A t^V) 2t,")2
TBS POLLAMING CORRECTIONS lilt RNQUIRIDs
A STPEIET �ffeAj i s
(21 ILLS a2K
D�/TAGT k)oNAj NA A
4
Inspectors L , Thaws-S Datoe�
APPROVED _�DIOAPPROVED APPROVED SURJICT TO AHO'VI
_ all Por Relnep.
INSPSCT10M NOT101
City of Tigard Bedding Departaant
13125 .M Nall Blvd. Tigard, Oregon 97223
Inspection Line (Rea-O-Phones 639-4176 Suainess Phones 639-4171
Inspections
Footing Plbg. Underslab Noah. Rough-in APpr/Sdwlk )
Found. Plbg. Top Out Cas Line PINALs
Post/Bean atruct. Ban. a Praying -Bldg.
Post/Boase Neah. Rain Drain Insulation -Plumb.
Plbg. Underfloor Mater Lina Cyp. Bd. -Neah.
l
Date Requesteds /'�'l (h�p�l�� Tiles c_AM
PM
Address I LI? _T 1 / .rte, Permit /IP7/T IZi �7.5
Builders
THE
�f-O-JAMIMO OORRBCPIOMa ARs RS�WIRBDs
1 H 5Tge&T nraliAlcr
_ lro "A_ JQtlnJ fIA6It'lA�l AT TNS
-1-1&a RFD Fhl 6 1,06-6 R_/L�Z&-
OAC1ce- PER .T -
� CALL- FOR gKin/SPEGYi-Od 0
Inspectors t-.7h _ Dates 9-72 7J
APPROVED DIpSAPIPROVED APPROVED arin"CT TO AgOvR
1/�0i11 for Reinsp.
IMSPBCTIOM POTICZ II
Citi of Tigard Building Department i�c/f�
13125 W Mal Blvd. Tigard, Oregon 9722]
Inspection Line (Rac-O-.Phone)s 639-4175 Business Phone 639-4171
Impactions_,
ftoting Plbg. Underslab Mech. Rough-in Appr/Sdwlk
hound. Plbg. Top out Gas Line
fIMALe
Post/Baas fitruct. Ban. sewer framing -8149.
PONt/Beam Mach. Rain Drain Insulation -Plumb.
PP1119. Underfloor (//Nate! Lila Gyp. lfd. -MeOb.
Data Raquestodo —
//��
Addnui__ l(< Permit 1, N 'r l 3 nIL
Builder c
TM fOLLOMIPG COMMONS ARB R/QbIR31D!
Inspector /
Dates
APPR(1VBD DIBAPPROV=D --— APPROVBD B CP A
Call For Rainsp,
INUMON NOTICE
City Of Tigard taildtmg Department
X3128 911 tall Blvd. Tigard, Oregon 97223
inapoction Line (Aec-o--Phone)i 639-4175 Business Phones 639-4171
Inspections_
Pooling Plbg. Underslab Mach. Rough-in Apps/adwlk
Pound. Plbg. Top Out gas Line FINALS
Post/Beans atruct. San. sewer Framing -Bldg.
Post/Beam Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Line gyp. Ed. -Meeh,
Date Requesteds Tinsel
AM PN
1 n
Address - Y C _ Permit
builders !_1 �1�{� �IYkS�
THE FOLLOWING CORRECTIONS ARE RiQUIRBDs
Inspectors-' Dates
_APPAONED DISAPPROVED APPROVED aUBJEC! TO ABOVE
Call For Relnsp.
cLtT or l Blv 1 vigor ,
I]us sw eels usd. llyard, ar"Pa,
Inspection Line Iftc-O-Phono)g 639-1175 Business P&L. 639-4171
Inspections
footing Plbg. ander■lab 16fth. Rough-in Appr/8"1k
Found. Plbg. Top out Oma Line PIBALs
Post/Beam struct. Ban. Bever Framing -Bldg.
Post/Beam Mach. Rain Drain Insulation -Plumb.
Plbg. gbderiloor Water Line f� Gyp. Bd. -�h.,
Date Rpuesteds__ L t) S i _Times h. AM __PM
AddresssL-Ljs Permit 0 67 3
Builders gyV ' TNDrZS
TBS KILLpMINp CDRRRCiICltO ARB RBgUZhBDs
Ins Oct ?_?�,� _ _ Date
�ID
DIBAPPRdVIM ,_ APPROVRD BV&YW-T 1
Call far Rsinssp.
INBPBcrIOB BDTIa
Citi of Tigard Bmildlaq aepartmamt
13316 Or Sall Blvd. Tigard, Oregon 97273
Inspection Lina (Rec:-O-Phones 639-4175 Business Pho..a: 639-4171
Inspection#
Footing Plk%g. Onderslab Mach. Rough-in Appr/Bdwlk
Pound. Plbg. Top Out Cas Line FIMALs
Post/Beam struct. Ban. Bower Framing -Bldg_
Post/Be" Mach. Rain Drain nsul to ion -Plumb.
Plbg. Onderiloor Mater Line Cep. Bd. 46sch
Data Requesteds 1(P /1�`�� _Tines AM PM
Address s (W-55- U e Permit f s M 5i -13 n(zs-_
//
Builders [916 2_07-1
THE FOLUMINO CORRBCTIONB ARE RBQOIRBDs
Inspector _ --- Dates z —
APPROVED DIBAPPROVBD APPROVBD 808;4TO ABOVE
__Call For Reinsp.
INBPBCTION NOTICI
CLty of TIOwd Building Departasent
33125 BR Nall Blvd. =!pard. OCegoa 972239F,�
Inspection Lina (Rao-O-Phossep 639-4175 Business Phones 639-4171
Inspections
roasting Plbg. Onderslab Iprn. Rough-in Appr/Odwlk
Found. Plbq. Top out Gas Lina rINALs
Post/Baan Btruct. Ban. Nawar CYi1q -Bldg.
Post/Beat Mach. Rain Drain < -Plumb.
rlbg. Underfloor Q Rater Lina Gyp. Rd. -Nech.
Date Requested' p -(1 -���;
` Times _SAN _
PN
Address$ I�ISS IA 1Permit r
Buildersl01D - I(r p C<Wtj„�,,5
TBR VOI.LORINa CORRRCTIONA ARE RBQDIRBDt d_�'��,v►nQ. C �/� 1V1( «
Inspectors _ Dater r
APPp4MD DIaAPPROYBO
—• _—._ APPROVBD AOB TSC? TO ABG'II'
Call Por Reinep.
City at Tigard Bal oe�,artnttni /,�..
13JL25 w Ball Blvd. Tigaad, air 9722�]
Inspection Line IVAC-O-Phones 639-4175 Faxiness Pho 39-4111
Inspections_
Footing Plbg. Underelab Rough-i Appr/Bdwlk j
Found. Plbq. Top Out LLfse FINALS
Post/Beau Btruct. Ban. Bower Framing -Bldg.
Post/Beam Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor c� `Waterr Line gyp. Bd. -Noah.
Date Requesteds L ( -41 b Times ___ _ JS
AM ...
Addreass I4, � r CxLr/ , // Per.it s 1 57 �(3'0I2S_
TBE FOLLOMING OOMCTIOMB ARt RRWtMMt
1
I
Inspectort Date,
APPROVtD DIBAPPROVRD APPROVRD sOBJtC't
Call For Reinsp.
INSPECTION BOTICE
City or Tigard Bsildlag Dwertosnt
13125 M BR11 Blvd. Tigard, OEsgoe 97223
Inspection Lina (Rea-1-Phone)r 639-4175 Business Phoney 639-4171
Inspection j
Footing Plbg. Underslab Mach. h-in Appr/Sdwlk
Found. Plbg. Top Out Rs Line, FINALE
Post/seam struot. San. sewer lraaing -Bldg.
Post/Beate Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor Water LineZ 0". Sd. -Hoch.
Date Requested] 3
/ _` /� Ties t G �tAM _PKAddress s 1 L/PL!]! r ( ��� X k Pere!.t 9�M T 13 ��►Z
Builders
THE FOLLOWING COMMONS ARE REQUIREDt
/017 Q
,tet
- i
Inspectors DatAPP: es
DI AP APPROVED SUS"Cf TO ABOVE
___Call For Reinep.
INSP=I0N wric;
City of Tigard Balla!"g Dspartssot
13135 90 Ball Blvd. Tigard, Ocagm 97133
Inspection Lina (Rw-O-Phone)s 639-1175 Business Phones 6 -4171
Inspections_
root" Plbg. Underslab gech. Rough-in Appr/&dwlk
Pound. Plbg. Top Out Gas Lina PINALe
Post/Mas strut. San. sower Praying -3149.
Post/Bears !tech. Rain Drain Insulation -Pluseb.
Plbg. Underfloor Mater LineGyp. lid. -Neth.
Date Requesteds_ -,7:) _T_3 Time AN PN
Addre ss l e o o rA--)0�/ ! r r Porsit 0.
3ulldersLob - S s
TM POLU MMO ODRRECTIONs ARE REQUIREDs
c
Inspectors Date
APPROVED _� DISAPPROVED APPROVED SUBJECT To ABOVE
__Call For Rainsp.
cttt of Tlyasd ENLUU M bepacb.s -
33125 M Bell blvd. Hgscd, creg a 97223
Inspeat"n Line (Roo-o-Phone)t 639-1175 business Phones E.39-4171
Tooting Tlbg. Underslab Mach. Rough-in Apprlsdwlk
Found. Plbq. Tap Out Gas Line Fri",
Post/bean struot. Ban. sewer Treeing -bldg.
Poet/Beam Mesh. Rain Drain Insulation -Plumb.
Plbq. Underfloor 7Water Line Opp. ad. -Mach.
Date Requestedo / - 7xl 'j 3 1_Tl �
maAM PM
Addreses _�? �7 ('� Qy_ l//�� P.rmit ,c
Builders
Tn FOLLOWING OORMIrIOMs ARB RBWIREDs
Inspector z Date /
APPROVtD DIa"PROYBD APPROVRo su%jRm To mmr,
--Call For Reinsp.
Citi or Tigard Wmildimq pspsrtmo t
13323 ON Wall Blvd. Tigard, 09w3tmt 97223
Inspection Lina (Ileo-o-Phonals 639-4175 su noes Phones 639-4171
Inspectlont
rooting Plbg. Underslab / Rongh-in Appr/idwlk
Pound. Plbg. Top Out Gas Line
MALI
Post/seam struct. Ban. sews: Pressing -Bldg.
Post/seam Mach. Hain Drain Insulation -Plumb.
Plbg. Undartloor Mater Line Gyp. Bd. _Mwh.
Oat* Requested t, _11 Tleet M PN
Addresst S� ) ,
BuildArt
TBR POLUNING OORRBCPIONB ARB RBQUIRBOt
i
i
Inspectors y
_ Date
APPBOIIlD DIBAPP:WVBD APPRDVED SUBJECT To ABOVE
Call For Rsinsp.
INSFECTION NOTIC=
City of 'r4pwd Nail inn pspartmeat
13126 S* Nall Blvd. ?igaed, Oregom 97223
Inspection Line (Reo-o-Phones 639-4175 Business Phones 639-4171
Inspections__
Footing Plbg. Onderslab Nwh. Rough-in Appr/sdwlk
Found. Plbg. Top Out Gas Line FINALs
Pnst/Bsam Struat. San. sewn Framing -Bldg.
Post/Beam Mach. Aain Drain Insulation -Plumb.
tlbg. Onderf!loor Nater Lisa Oyp. Rd. Mach.
Data Requesteds_ _ Tues Mach
PN
Address / L S S � � -_C�rmit
Builders
THE FOLLOWING CORRECTIONS ARB RSQOIRtDs
7
Inspectors 67` q Dates_
�C APPROVED DISAPPROVED "PROM sunjum TO ABOVE I
_:Call For nsinsp.
IBSPBCTIM NOTICE
Cit! of T19atd BaUdioq Apartment
13175 M Hall Blvd. T19esd, O[+egne 9
inepect:c, Line (Ree-O-Phone) 639-1175 Bueina 63 -4171
Inspections_
Footing Plbg. Underslab Mach. Rough-in Appr/Bdwlk
`Found. ✓��r����� Plbg. Top Out "a Line FINAL►
Poet/Beam Struct. San. Sower Framing -Bldg.
Poet/Beam Neth. Rain Drain Ineulaticta -Plumb.
Plbg. Underfloor Mater Line Gyp. ad. -Meeh.
Date Requeetedt_ _ �� Tires _>LAN PM
Address s .J J L���G�-�Peruit It -7 -Q
Builders_ - —
THM FOLUMNG CORRECTIONS ARE RBQUIREDt
Inepeeto Datet
APPROVED DIBAPPnMW APPWIMM BU TO ABOVE
Call For Reinsp.
Cit? of Tigard 0110111ding Dsporlaot
13126 aw tail ilvd. Yigard, Otiegom 97123
Inspection Lino (Roe-O-Phone)v 639-4175 Business Phone 639-4171
Inspections _
�o�o inq Plbg. Underelab Nsch. Rough-in Appr/8dwlk
( end• plbg. Top out gas Lino FINAL
Post/Nu struct. San. Dower Framing -Bldg.
Post/team Koch. Rain Drain Insulation -Plumb. `
Plbg. Underfloor Water?Line Orp• Rd. -Meeh.
Date Requesteds / Tues AN _PK
—�
Addroset }CfZ_Z s � ��2"7 --^Permit 5s dl
builders
TNM FFOLLOWING CORRECTIONS ARM REQUIREDs
-�l .. t�C�C.4.liC '✓
r
7 —
Inspectors_ Date
APPROVED DISAPPROVED rte/APPROVED SUBJECT TO ABOVE
Call For Roinap.
CITY GF TIGARD
COMMUNITY DEVELOPMENT DEPARTMENT
13125 8W Hall Blvd.Tigard,Oregon 97223*8199 (503)539-4171tjiq 1 `'�'t'`• "
.. .
lJ� 1"1ORK.•. iNEW L.11'f.t 't l:,_.I 1.•a iJ�''._ ... .-1, b r 1 .r
iJSL. . . . twF WASHttff:(N6 i+�G�CH. . . . . . . ; ! E7(43!cAi I_ll�b G!�2♦".�1'' IFf�. . .41
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Y
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W.41 P-k LI1,I. :i t . . . . . 1.00 a,
i3HLRS. e 1 RAIN ORAL i f7 .0
t of kL. t. �F? ;r�;Hll;ftir i 3i4bF A. 016 JH OZ,26/ ):?
A'& 6M JULIA !l- ja F5-1 tf2t.ox .if•! 0,+JEl.,/`33 '
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Ph
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r h 1 1,S�s�t•?l tll : l; c `; 1 a!:'.1 E?i� Ys°A�1.J�>�C'is I: i ! I',:'' 't'l� , ,�
flet) ups,.'Contaimed art the 'Ti:rlal•-f hxc.ipa: c.rol:i sF uvtiti ll')Sb Pairs dl-k, ') .r.
';;j k'� :�3't c1 is F? �; r �:'t§1, v 1't2 l:1 t'!A),t 1 •> r?rl Ci ?i`�! F''f)�� /�$E++1f1 �L t `..1 C'.`� v:,�'C 4�' 1 i ,fj �'c
h er appl icabl e 121�f 1-L,l vw' t i tie dotie i!c>5+: /fle et Yif4frh;in Flfr�?r/c�ciw i�. f
�CJJtI«tak"11r.1tlh^ $ YJS{'i: d;}�p.1" `+�r11 Ft: ta� TXl] 5 'lIH�1.'tT11�9:.d1] Ifi�p i�c.'i Pliillt t clJ
y} !�7.�. T.f l � � "rf l i �..,' �S 7 � .�tit•il T' {: ` hi � ' 1
f 'tFAnre Ui i t v;clt-k 19 i=S IIr'a,t 7C•? ! 1,1sp LA.! I.rj}.n t,1 I. 1 Cllr
1,ded for"' t w,e 'th$tt ,(30 days. Plumb 701) Out F'1'usi,ntt l.tlflt.
F T'afif i lqy- ;. ,p
f1ta11ffi Li ,, In pi
/o \ !n 3 u 1�t a tl r r .I 11 i=•C! � .:._._..�..�.._ __�..__._.�-_
khat tlr9
Call I far' ;nctpp* -,tion h-'.711) 417b
W4 Tk.
CITY OF TIGARD
90MMUNITY DEVELOPMENT DEPARTMENT
13125 SW Hall Blvd.Tigard,Oregon 97223*91" (503)539-071 p(�;'� I SK.i'ULD: 04/26.1`4
,..ilii.. 1i i.'.J4.111'..1:. 1_111 ..-
S6;41J ISION. . . s CCIPtr'1_12 E RELK STAGE :, Q- 7
Y'♦
14F.iS5UL:s 1::'WK LL I NU Uk4 i i _,r l i;!A Ll, I-NjT v) 1
CL S OF WUR11. :NLW B',''-DHMS1: BR- H w I-i;1R iliE. . . . . . . . . . 1488 f r"
T'f1= i:a1- UGE. . . :sr F ;_i�(]h 4 l�C f 1 y ._. _ t21'r.?!J a.RJc i:• �E:1"k+faCt� 1 _ ...... . ...
',PE.' UP CUNE;r, cSN FIRST. la'6a F L_F:: T. :f3 ft Rlbi14. :6 l
0RIES. . . . . . 1 H1 RD. . . . so S f. REUU 1 RLD......_. ..,. _
;"i3TF+1_. r:,,4:fll a t :jIJUI:e LiL.1 C.C:'T C3F'.a
AR L:OW). . . . .4+11 is s 1 VALUE. . . . . t e8:4:3k PARKING
I fL.�.l1C1tF�z I)MP f f''1:a. , , , c t1.+ �+p)[114 L_1�1�1 i'k±- on i2: . „ 4.'i
_All;PiORIL6. . . ., . iL WAlL•H 1�1EFJ1L.�� J. . • . , I �F�1•�. . . . . . . . . . . . . 40
61 so,,"14wr<t3. . .. . s.3' LF1UNDRY NAY;:;: . , ; ? CPTL:11
WA i'�R .`wL''15E TS. s � 51::W1 �C GINE. (ft) .. ,0 OkLAS( TF+tAP$. . . . . . •. 0
01::04WA'm1 LMO. . . . 1 WA CEN i,.INL ( f'!: 7: e 100 GiHLR FIX (URtf-). . . . W
1'+.BAk (i75p. . . : 1 RAIN .DRAIN (ft) . :PJ
, A'JHINU 1401.,Hz i' PAIR D 1(E=+J ,._. . ,
JNJ. 1
.... UNj. 1 ic0 ti'p3+ ''AInowlt by d.'.Atte u 1.
till % I VFN'I , . , . , . 112) f lP 4 14b0. 0,9# "`IH 04/.?b 9 9
1 i 1p'ly :0 .7G-i
1.CA>i,'1( spL( 1 s B. 58 .)'L'H" 0,;/Uic
Hot s 1 r30'1,; :, , = I Wt.� � 'Uvr'�;. F�t 1:51_1kr" --.13 JF; 04./a,/()
L_E)OR F URN. . . . 0 L±_W URS EWI:). : i 5�iLlc $ LVO. 041, J11
1aU1 L/I;it1i ( .311, .�` �'ti l"FIE 17 UNI T'3: 1 FtAm" t :.)Cult. 00 ,IFI 04/i'0/1,:a
F"(4i -OUTLETS. 4 iMpk,fr $ 4L;. 00 Jr;l i64/26/r:J3 _
ilvtT.@►'.. ... ..._.. . . _ .�«.._.,. .__.... .,_�._._.. -_...... _. ..... -. ... ' -1�1F'1..L; '� ii.c.`i 11 kl�1fl�Eai ...'; •-' °F•
L..'_I BREL KI RaiCHUPUM 115P1 4 2i L5 JH 04:EX. 9 3
931.315 ':;W ,J1JLUI IL. Z'. `;0 J1- 04Jir;C„
IUAiU) (.IR 972:::3
f-hr3ttc �t
uAN 1i VE`� ly {Ve~s 1 L HCl±'{fflraf.;'TINtd
: :5,4,36 Esfk' at;fluk:PFt1�E11 1.i1�
1 3:iie: 4'y '1 U'I lIL
c-lit ,ts issued suhflrrt tc the r•eyulotions tontained sr, the _ ___ __.. �t UUIREU INS1-EL-1 1UNU
fluni^_ipai Lott, State of Ore. Specialty Codes aro all ether Foot/found nrp Fireplace lrrsp
appi1C8tie INS. All dori, Will 00 +acne V arrorrarce with epprooed Post/Bee m Litr,i+r.:t Chis Line Insp
plans. ;nils persit Will expire it 0011 15 not start!l within IR Posi'/taea•19 me0lari 1M,4utiat Iof, 1tiSp
days of issman-0, or, if $404 is r for Wt r 190 dad". (sIm/undslab Irisp t yp Board Insp
1PL1+1/Under-f,1owr4 RaiTi 6i -ain Insfa
: it'-we iiyTleTdf.Ut @ I�iE44..tY 1Tlll: l 1'f5p Wdtel.nt? 19iSp
Plumb Top (flit faptir•i"`dwIk lr�sjj
a rn r.it 4T1�'F� I�lectlaTIILrli F irra?
CITY OF TIGARD
SLwrR Calv14l::.raT,Uiv
IPOMMUNITY DEVELOPMENT DEPARTMENT
13125 8W Hall Blvd.Tigard,Orpon 972239!109 (603)639.4171 11-L MA: . . . . .:
r
t:;ra. . . : :i� pi~' ,•a�.
C,f7L:[.r. �1�F^
Li 1.tii`i ;J ,, . . . 1't)t'i-Yiti.i•t I`, :;Tf GE r+ CJtVI?di_ . li
SLOCK. . . . . . . . . . . l..0"r', . . . . . . »
aJU. . . . . . . . . . FiXTURL UN 15...
Wi. Pi-;
CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. 03-239391
CHECK AMOUNT a 5213. 49
NAME t DAN REVES GENERAL CONTR. CASH AMOUNT a 0. 00
ADDRESS a PAYMENT DATE 04/26/93
SUBDIVISION
PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
505. 50 PLUMBING PERM i6p—.50
MECHANICAL PE 425. 00 ST. BUILD PER 3`'. 66
PLAN CHECK FE 89. 83 SOWER USA 2100. 00
SEWER INSPECT 351. 00 PAPKS SDC 500. 00
STORM DRAIN SDC 280.00 PESIDENTIAL TRAFFIC FFES 1350. 00
MASS TRANSIT TIF FEES 110. 01A
LOT 130 COPPER CREEK 04
16255 SW COPPER CREEK DR
70TAL AMOUNT PAID 5213. 49
�h F LNCK/RECT /
CITY OF TIGA" PERMIT % �j�SfG 3- '
COMMUNnY DEVELOPM0 T DEPARTMENT
I
(0°)4"4"' DATF ISSUED
JOB ADDRESS: !W-on TAX MAP/LOT
SUB: CaP�.,t ' ' 1,� -'.�_ LOT: Zyr /.30 LAND USE:
VALUATION: -.
ON UR SPECIAL NOTES.
NAME: l �l�E� L<��1�1�Sf >m REISSUE OF: __._---
ADDRESS: SW 31'tin PLILL LAST REISSUE:
716,416.0 m FLOOD PLAIN/
PHONE: SENSITIVE LAND: _
QNTRACTOR
NAME: _- K dE_S_ rit�r�t- C-_'yN'172�k�]r✓� PLANNING:
ADDRESS: j-4C4 ?.5 N P/2- ENGINEERING:
FIRE DEPT: _.
PHONE: Gz�B.= 010-W __ OTHER: -
CONTR. BOARD ��� EXP DATE: lam _
In �) 31 U64 i - CAP. Z,- 12-q� EMS REQUIRE ,� F
SUBCON'TR/C�TORS: P 1 �: 7-.S f4•.017 B/A,'e- LIST/SUBCONTRACTORS: N r ^^
t�K- BUS TAX: _
tRCCHLENGINEER 2�NH �-CK� ' Z z / CALCULATIONS:
NAME: -._, l.��i�n� ''"►" TRUSS DETAILS:
A001'ESS: _ OTHER:
PHONE:
PROPOSED Bl_OG. USE:
COMMENTS:
API !CANT SIGNATURE
Received BY: _ �_ Date Received: 3—x -3
PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. OU
to Jtf L--_0 L4 � 10-432 00 Building Permit Fees J" c,�';s'ok
+�V
10-431 00 Plumbing Permit Fees"*r.+ ► .+',' mZ: x ;.r;`,_;�,_ , '� {�
10-431 01 Mechanical Permit Fees
10-•230 01 state Building Tax (5x)
Building P 2_
Plumbing
Mechanical ,t� /
10-433 00 Plans Check Fein
Building ;j11f. ss'
Pl u0i ng
Mechanical
10-230 06 Fire
S«�Ry3 o�lZ 30-?W 00 Sewer Connection '�J _ Au_
30-444 00 Sewer Inspection
25-448"-02 Commercial TIF Fees
25-448-04 Industrial TIF Fees
25-448-06 Institutional TIF Fees
2' 148-03 Office TIF Fees _
25-448-01 Residential Traffic Fees 135o
25-448-05 Mass Transit TIF Fees I(U
52-449 00 Parks System Dev Charge (PDC) Iva
31-450 00 Storm Drainage Syst Dev Chrg
(5SDC)
24-445-01 Water Quality (Fee in lieu of)
24-445-02 Water Quantity (Fee in lieu of)
TOTAL �_�/6 3 "
[IMPY'11' WI'I
CITY OF I WARD RECEIPT Of- PAYW.N'r RECL I PT NC,. t93--2374144
C14ECK AMOUNT 21!110. elo
REVES, DAN CASH AMOUNT a 0. 00
PAYMLNT DATE t 03/02/9.a
SUBDIVISION
PURPOSE i..IF PAYMENT AMOUNT PAL) PURPOSE OF POYMENT AMOUNT PPTD
—N Ct IECKF-t, __._.2.50.
50 00
I .OT 130 COPPER CREEP,
11.17ALAMOUNT PATI) ."'S co. 00