14655 SW 72ND AVENUE-2 r
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"ITE OR L -----
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DRAWING IS LESS CLEAR THAN
MIS NOTIG6T'TT IS DUE TO
THE QUALITY OF THE ORIGINAL
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• JUNE 1992 -
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14655 SW 72nd Ave
a
INSPECTION NOTICE ✓�; w
City of Tigard Building Department
P.O. Box 23397
Tigard, Oregon 97223
Phone: 6339-4175
Type of Inspection 9 22x.!
Date Requested f _ � Time A.M. _P.M.
Address
Owner__ Lot #►,_
Builder _ • �L r'2ZF' _ L. , L"z t C -�. :c—.
The following Building Code deficiencies are required to be corrected:
i
i
c � —
OR
Presented to � _ _ - �rApproved
Inspector r//., " I I Disapproved
Date —_
CALL FOR REINSPECTION
Cl YES Il NO
CIT Y OF TIGA RD (C11 4110i F�TTWA RD
COMMUNITY DEVELOPMENT DEPARTMENT ONOON
13125 SW HM Blvd. P.O.Box 23397,Tigard,Oregon 97715(603)&19-4175 PI_U Iyl P I H G 1:1 E R 111 T
I"IERNIT
6 71 DATE ISSUED: '.10/16/T0
ADDRESS. — : 1.4G55 SW 72ND AVE PAI CIFL.- 2'311.2AC0P40(ti
5IJBDIVISION. . . . .. ZONING: I--L.
1...0T.. . . . . . . .. . . . . .
("'I-ASS OF WORK. ADD 0 A R P 0 G E I)1 SPO SA L.S.. MOBILE* HOME SPACES.
T'yl-'I:: OF USE. . . COM WASHING MACH. . . . » . .. . BACKFLOW PREVNTRS.
0 CCU PO N C Y G R P1. D t F1 OOR DRAINS. . . ,, ,, ,, ,, :: TRAPS.
5 10 R I L S. . . . . . . . .. .I WATER HEATERS. . . .. . . CATCH BASINS.
F .1.X T U R E'.S
LAUNDRY TRAYS. . . . .. . .. SF RAIN DRAINS. . . . . .-
,:INKS. . . . . .. . . URINALS. . . . . . . . . . . . c GREASE 'TRAPS. . . . . . . ..
I V(Yr 0 F,1,F-S. .. . .. . OTHER FIXTURES. . . . . .. 1.
i 14 S H 0 W E RS. S EW E R L I N E !ft) . . . .
F R C L 0 SETS. . : WATER LINE ( ft) . . .. . - 145
I SJ-IWOSHERS. . . . ROIN DRAIN (ft) . . . . ..
Add oj.1/w,-,%te'r' SeParator alld Aiiiii0ei.ated wAter/draj,ii lirletii..
Owrler." FEES
F'O R T L A N 1) G E N E_R A I F'L F C T R 1:C, type amoullt by date reep-1.
PAYM $ 44. 63 JLH 09/26/90 205:16(:.
PRMT $ 42. 50
S
5 P C T $ 2. 1.3
PAYM $ 63 JLH 1.0/1.1.6/90
,H)DI EXCAVATION, :1 MC
I,0 10JX 105(.19
Pi- R*T1.AND UFS 9?230
I'l-lovie ": 252-11.80 $ 55- 26 TOTAL
2939 7
REQUIRED INSPECI IONS
This Permit is issued subject to the regulations contained in the ROUtltl—i-vi Thep
Tigard Municipal Code. State of Ore. Specialty Codes and all other 'Top—out J11SP ........... .........
apPlicab le laws. All work will be done ie accordance with F J.iiA I I ii i.;p e e ti.oil
joproved plans. This permit will expire if work is not started ......
within 180 days of issuance, or if work is suspended for more ........
than 180 days.
.......................
i. )-I A t u r P
.............. ............... ......
Call for irivper-tjoii 639-4175
W W W, 1W r
C11YOF TIFARD
CffYOF7*ARD
COMMUNITY DEVELOPMENT DEPARTMENT ORROM
13125 SW 110 Blvd, P.O.Box 23397,r1prd,Oregon 9720(603)639-4175 PLUMBING PERMIT
PERMIT N. . . . . . . : PL.M90-0182
639--4171 DATE ISSUED2 10/16/90
SITE ADDRESS. . . : 14655 SW 72ND AVE PARCELS t2S112AC----024W0
SUBDIVISION. — . : ZONING: I -L
BLOCK. . . . . . . . . .. „ LOT. . . . . . . . . . . . .
CLASS OF WORK. . :ADD GARBAGF-:: -' SPOSALS. MOBILE HOME SPACES. .-
TYPE OF USE-'. . . , C011 WASHING MACH. . . . . . . .. HACKFLOW PREVNTRS. . v
OCCUPANCY FLOOR DRAINS. . . . . _ . : TRAPS. . . . . • • . :
STORIES. . . . . . . . sl WATER HEATERS. . . . . . : CATCH BASINS. . . . . v
FIXTURES--------------.. LAUNDRY TRAYS. . . . . . : SF RAIN DRAIN!;. . . .. . c
SINKS. . . . . . . . URINALS. . . . . . . . . . . . GREASE TRAPS. . . . . . . ..
LAVATORIES. . . . . OTHER FIX7URES. ,-- : 1
TUEI/SHOWERG. . . . a SEWER LINE' ( ft) . . . . -
WATER CLOSETS- 0 WATE=R LINE (ft) . . . .. .. I A4
DISHWASHERS. . . . RAIN DRAIN (ft) . . . . ..
Remarksic Add (ail/water 4.3eparAtcir and aissoriated wager/drain lines.
OwnersFEES .............
PORTLAND GENERAL ELECTRIC type anicuilt by date rr-(^pt
PAYM $ 44.63 JLH 09/26/90 205166
I-',RMT * 42. 50
PLCK $ 1.0. 63
Phaiia N: 5PC T $ 2. 13
PAYM $ 10. 63 JLH 10/.16/90
Contractore
MOORE EXCAVATIONq INC
r,o Box 3@,.569
PORTLAND OR 9*7230
Plh(-)i,ie Na 252-1180 $ 55. 26 T(3fAL
f-',*Fsq N. . n 28397
REOUIRED INSPECTIONS
This permit is issued subject to the regulations contitntbd in the Rough-in Insip
Tigard Municipal Code, State of Ore. Specialty Codes and all other Tap—mit Insip
applicable lays. All work mill be done in accordance with Final Ins per ttr)n
approved plans. This permit will expire if work is not %tarted
within 188 days of issuance, or if work i5 suspended for more
than 180 days.
----------
Pf—r-mittee Signatures
................
Pys
Call for inspectiol-i 6;39-4175
^-
'ITY O' rIOARD RECEIPT OF PAYMENT RECEIPT NO. t?Q-205838
CHECK AMOUNT 10.6"'
NAME. : MOORE EXCAVATION. INC- CASH AMOUNT 0.00)
ADDRESS : F13 DOX -30569 PAYMENT DATE m 1(".)/16/9C,
SUPDIVISION
m 14655 SW 7w'-'ND AVE
FJWPnSE OF PAYMENT AMOUNT' PAID F"URPOSE OF PAYMENT AMOUNT PAID
(--;HECK FE
Ci
i AL AMUMIT PA 11) 1Q. 67
"ITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO, -90-205166
CJJE(Y AMUWT 4 4.6,
MOORE EXCAVATION, INC. CA% AMOUNT s 0.00
ll�Kls PO BOX 30569 PAYMENT DATE s 09/2680
SUBDIVISION
P(1RTLAI�.OR 9'230- 14615 SW 72ND AVE
PURPOSE OF PAYMENT
AMOUNT PAID KIRIPOSE Of PAYMENT WUN I PAIL)
P!-UMPING PERM 47.50 ST. BUILD PER
*4 IN FACrL ITY
T(jTAL PUMOUNT PAID - - - 4443
led
w w w w
CITY OF TIGARD
PLUMBING PLTM IT 13125 SW HALL BLVD..'�5�J
P. O. BOX 23397
Applicants must hoki Oregon Registration to conrlud a plumbing T I GARD, OR 97223
tmisincss or must be property owneffoperator not hiring outside help.
-- Name of Develgxnent (503)639-417$ PL --�/
_Natk i n Facility _ Plumbing Permit No.
Arfdross tMscxiption
14655 SW 72nd Ave. _ ORS 6 14-21-6 10 auAw. PHICE AMT.
Job Tax Lot T- Map.No. - ----
Address
FIXTURES _
tot---- Block Subdivision S— - 7.50'- ---
,yrnA _
F]-ame a nanxr dFxis'usess lavatory - 7.50 -
Tub or TubfShower Co". 7.50
Mailing ass - — - Shower Only
--- -- Water Closet ..— 7.50
y/Slate
Owner Cit - zip --
[Wiwasher 7.50
Phone Garbage arbage Disposal - - - 7.50 —
-- -- -- Washing Madune ---- - 7.50 -
Name ---
Floor Drain - 7.50 ---
1Ra rrtg rens Phone Water Heater
Laundry Room Tray _ 7.50
Occupant City/State zip U 7.50
rinal _ _.
- Name Other Fixtures(Speah) 7.50 --.
Moore.Excavation, Inc. ._ - 01.1 Water Seperat 1_ 7$0 1.50-
Mar—fix phone 7.50
30569 -------- —- _ -- -
7.50
Contractor Gty/State -- Zip _--- --
Portland OR 97230 MISCELLnNEOUS_
-- — Citi,Bre.Tax No. ,e,Har 1 sl I Do*_ _ -_�.00 .
93-0583943 Sewer-ea.Addrt 100' 15.00
,;,Ata s. -3c No--Mete ors Bus.1k.No. _-
(Residential) water Service 1st 100' 100 f 20.0 D.D0
I hereby ockmmiadgo that 1 have read this application.the[the kitormation water Service ea Addit )' 4 5 f t 1 S 00 00 the
given is coned,that I am registered with tho State Boodoes Dowd.and aLso Storm 6 Rain Drain 1 st.100' - 30.0
have a State PkxTt*V wcense that the non%bom given are eomw:L that alt -
plurnb*vj work will be done in accordance with at pficebb provisions of O'e_ Storm 6 P.-in Drain Addd.100' 15.0
gon Revised Stables Chapter 417 one 693 and applicable codes and that Mobile Ran"SIS 25.00-
no help will be rrnployed awnless lkw"od wbdor ORS 693 (t[exempt hrxn Back-------- '-
Stale registration.p4wie give reason below). Devi a(w Prevention
ROMEOWNERS-I hereby certify that 1 am the owner d tM I>mP"do- Device or Mti i'olkAion fkrvace -- 7.50
scribed above,M which location 1 pmpoae In make a pkimbkrp Yxta4etlon for Any T rap or W este Not
my own use enc4 thla p"TWty k.not bohV Constructed for Sala.tease a rent Con nocW to a Finture 7.50 _
Catch ftskt _ _ 7.50 -_ .
--- ------- --- ---- ---- ww.d E)dst.PkimabirV -_ 10.0 Per Hr.
_-- Specia9y RequaaMd Inspections 10.0 Per Hr. --
Rain Drain,
----- - -- -- ---- 15.00
Single Pam. Dwlg. _ `--
A 1NOR17 D SIUKATUPE t)--. — -- -
u
Ceaw.,ibe new❑ edditicn(_j aMoration U na►ailrtq ❑ __-� _.__-be done
HINIMUM PERMIT FEE 25.00
Ex1sUrlq use of
bt"vj or property_ -------------__.__ —��1 {;amu ---- SUB-TOTAL -
pr,t.j� it" r i�u'Iu�ty�[►��'r,p`�`��t 5% SURCHARGE
bUlwt91g of twoperty
25% PLAN REVIEW
fV(JiK - - - -- _--_ 1 L if 3
TfaM pamM bwxxr►Sa nuM and veld M worh a oonmur �n aa�fhaodiad la not nom TOTAL At
manned wld* 1 @0 doyoAr Y oeridnpr k6)n nr work 1.etw[wvfed or daarsdnned forF / /'
a Period of 190 days d arty dew atter work U oonw"emo h / /CT/i l4 `V r
111MCIAL ooMomONS ----- -- --- -------
DoM baued -- ----- - by ------- _ __
TECHNICAL SPECIFICATIONS
OIL WATER SEPARATOR INSTALLATION - NATKIN FACILITY
PORTLAND GENERAL ELECTRIC COMPANY
JUNE 12, 1990
Prepared by
Checked by
Approved by� -
TECHNICAL SPECIFICATIONS - OIL WATER SEPARATOR INSTALLATION
PORTLAND GENERAL ELECTRIC COMPANY, NATKIN FACILITY
1. 0 SCOPE OF WORK
The contractor shall furnish all material, labor, equipment and
supervision necessary to install an oil-water separator,
approximately 150 feet of 6 inch diameter piping, and replace
asphalt paving at Portland General Electric Company's (PGE)
Natkin Facility in Tigard, Oregon.
2 . 0 CODES AND PERMITS
Paving materials and workmanship shall comply with the
requirements of Oregon's Standard Specifications for Highway
Construction, 1984, (SSHC-84) . Piping, fittings, and
connections shall corfonit to the Oregon Uniform Plumbing Code.
The contractor shall comply with all city and county ordinances
governing this work and pay any permit fees required by this
construction activity.
3 . 0 MATERIAL3
" . 1 one inch minus crushed rock shall be well graded from
coarse to fine and shall conform with section 703 of SSHC-
84 .
3 . 2 1/4" - 1/8" pea gravel shall be washed and well-graded
gravel between 1/4" and 1/8" is size.
3 . 3 Geotextile material shall be Mirafi 50OX or Burke-Tex 500.
3 . 4 Asphalt cement shall be. AR-4000. The asphaltic concrete
shall be class B in accordance with SSHC-84 section 403 .
Asphaltic tack coat shall be type CCS-1.
3 . 5 The oil-water separator shall be type 5106-SA as
manufactured by Utility Vault Company of Wilsonville,
Oregon.
3 . 6 Ductile iron pipe shall be of thickness class 2 and shall
have Tyton Joint type bell and spigot joints. Ductile
iron flanged fittings shall be 125 psi.
3 .7 Conr-,rete manhole adapters and rubber booms adapters shall
be manufactured by Fernco, Inc. as supplied by
Consolidated .supply Company.
3 . 8 Non-shrink grout shall be Burke Non-Ferrous, Non-Shrink
Grout rr approved equal .
4 . 0 WORKMANSHIP
4 . 1 Construction operations are to be kept in an area of the
site as indicated or directed. The contractor is
responsible for keeping the site neat and orderly until
completion.
4 .2 Excavation shall be coordinated with PGE in order to keep
access to all areas of the yard open whenever possible.
4 . 3 Asphalt -to be removed shall be saw-cut to provide
separation from asphalt to remain. Removed materials
shall be disposed of off site by the contractor, and shall
not be buried on site or used for backfill .
4 . 4 The contractor shall take care not to damage any
underground or overhead site utilities while proceeding
with the work.
4 . 5 Verify existing 6" diameter ST is or ductile or cast iron
and connect with a Fernco rubber boot with stainless steel
bands. Otherwise connect as directed by the engineer.
4 . 6 The 6" diameter sanitary sewer line shall be bedded with a
minimum of 3 inches if one inch minus crushed rock or
1/4"-1/8" pea gravel.
4 . 7 It shall he the responsibility of the contractor to test
the sanitary sewer and have the inspection required by
setion 31.8 of the Oregon Uniform Plumbing Cole.
4 . 8 Excavation for pipe or the oil-water separator shall be
backfilled with one-inch minus crushed rock. It shall be
compacted in 6" lifts to 95% reletive compaction, as
determined by A.A.S.H.T.O. METHOD T-99 .
4 .9 Ashphaltic tack coat material shall be applied to the
edges of saw-cut asphalt and the oil-water separator where
I there is to be contact with new asphalt.
4 . 1.0 The oil-water separator shall be set level at the
indicated elevation with the sides perpendicular to the
inlet and outlet as shown on the drawings.
4 . 11 The contractor shall. coordinate with Utility Vault Company
on the location of the vault inlet and outlet in order to
place blockouts in the proper location.
4 . 12 To connect the 6 inch diameter SS to the sanitary sewer
manhole, field cut the a hole in the manhole at the
indicated elevation, use a Fernco adapter and grout the
pipe into place.
4 . 13 Grout shall be mixed and placed in strict accordance with
the manufacturer's instructions.
4 . 14 All asphalt removed for excavation shall be replaced with
3 ir,zhes of asphalt pavement. Three inches shall be the
thickness of the asphalt after compactI.on and shall be
placed in two lifts of 1-1/2 inches each. Asphalt shall
be compacted with a steel drum roller in accordance with
section 403 of SSHC-84.