SDR28-80 POOR QUALITY RECORD
PLEASE NOTE: The original paper record has been archived and
put on microfilm. The following document is a copy of the
microfilm record converted back to digital. If you have questions
please contact City of Tigard Records Department.
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14i0 SW 1 72nd ,a$1 1DD:°..1'800
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" I:.e s7 Appeal reardinp, parki“;F: area
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City recorder
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, cmir OF TIGARD
WASHINGTON COUNTY,OREGON
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January 29, 1981
, Mr. John Harland
Seton, Johnson & Odell
133 S.W. Second Avenue
Portland, Oregon 97204
Re: Site Design Review Appeal regarding parking area
conditions . 14410 SW 72nd Avenue, Washington County
Tax Map 281 1DD, Tax Lot 800. ,
Dear Mr. Harland: '
,
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The: Tigard City Council at their regular meeting January 26,
1981, reviewed the above appeal and by unanimous vote moved
the appeal be approved subject to the following conditions:
That condition number one be amended to read
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"The, vegetation oft the banks adj'acent to the
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. - employee parking be upgraded subject to
approval of the Planning Director; adequate
Ar , storm drainage be provided on, site subject
v..,o approval of the Public Works Director;
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, and, a plan be submitted for on-going site
improvement plan. Plans to be approved .
prior to issuance of Building Permit. "
Conditions two through seven remain unchanged.
Council further suggested your staff meet with the Planning
Director to work out details of the above conditions .
, 1
1
If further information is required regarding the above, please
, feel free to contact Me.
• Sincerely,
, 4 e40144,4 Vilh' .. ' o
tes 1-arti:
[ City Recorder 00(
DH:1m
cc Frank Currie
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Aldie Howard 1
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12420 W. MAIN PeO, BOX 23397 TIGARb, OREGON 97223 PH: 639-4171 — - li
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January 15, 1981
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Mr. John Harland
S e ton, Johnson & Odell
133 SW Second Avenue
Porti1 and,, Oregon 97204
Re: SDR 28-80 Appeal Hearing
Dear Mr, Harland:
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Enclosed is a verbatim transcript of your heating before the
Planning Commission. This transcript will be studied by the
Council prior to your presentation to them, It is important
to remember that this hearing before, the Cov4ricil will be "on
the record" or,Yly. Again, your hearing will 'be on January 26,
1981 at 8:00 P.M. at Vowler Junior High, 10865 SW' Walnut Street.
If you have any questions regarding this matter, please
Contact myself or Loreen Wilson at 639-4171.
Sincerely,
Doris Hartig
City Recorder
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December 142; 40
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John '1
S",too �. S�.�d., 1'1�,�'.»a.ud
Seton a Johnson & Odc , .
133 S oW0 Ueeond Avenue
Port'laftd, Oregon 7I2rU
Re: SOR 2U g) i Appoul
Don't* lit €4C7 and
The T i rd City Council' will consider your apper.1 ref;ardi ng Site Ucai
Ca
anc1 lie° us ;,SD , ,?.`—301 whion vas 1.eta.l."a by the 1 la ill,ia)1> E„ommaasion
,,bvuxu b 'r 25,7 19'Go Yhe 'Council Heat a :00 1.'>i,,'0 on Jan dua�"r y°26,0 19'4:11,10
k�. t r Juno " E° . 4k °r:" (} �"F:° " w�;ll' t" R+',' 9" ,e"X°�;`r„ °4"J a,Jx� rY.at '�fl:rnet to
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consider the r ttcrn
The o n cil will o .ly L ear t est itaony iron the record" and a copy of the
verbatim transcript will be forwarded, to vc,u fro '. the Planniu% Comuis sio !,
et?tit.,','' to assist yo1: in prep .'rutio:o for t .i a Please 'cAcuber
no Lo'i+. 4".ir3ti,,„,ouy will be lllo:rYed at tIlis 16u should receive the
transcript the lhatdwaaah of Jaguar•
If you have any questions tion e'er+4•r"d in tb r u hF;eari rl,,,, or tbn procedures xlenoe
contact muuoif or tureen Wilson at (39. '4171.
.
Sincerely,
Doris 11art �
o•, "' City IRS.ecor'dh
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BEFORE THE CITY COUNCIL OF TIGARD, OREGON
' NOTICE OF YAPPEAL File NO.SDR 28--87-:)_.
1. Name : Georgia-Pacific
?. Address : 14410 S.W. 72nd
(Street/P.O. Box)
Tigard OR 97223
Cz ty tate)---- (Zip Code) r
3. Telephone No. : 620-4200
' If serving as a representative of other persons, list their names
and addresses :
Send copy of all correspondence to:
John Harland
e on, o_ nson & . ' 1T
133 S.W. Second Avenue `
. Portland, OR 97204
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5. What is the decision you want the City Council to review? '
(Examples : denial of zone change; approval of variance. )
Planning Commission decision requiring changes to existing parking area
-,.4
as condition to approving design review of pollution control facility
that will have no new employees �'� +
a The decision being appealed was announced by the Planning Commission
on November 25 , 1980 P+
(Date)
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6. On what grounds do you claim status as a party? (See Section 18.92. 020
r Tigard Municipal Code. )
Owner . i
7. , Grounds for reversal of decision. (Use additional sheets if .
p with the following:
necessary. ) Your response should deal wi
(a) Explain how your interest is damaged.
l (b) Identify any incorrect facts mistakenly relied can in the
yy decision or recommendation from which you appeal . it
(c) Identify y p' by e o other law which you"" - ,:
d ) ntif art art of the zoning code or othe
claim has been violated b�� the decision or recommendation ,,;
from which you appeal ,
d) Describe wha t decision you are asking the City Council to make, ;!
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See attached sheet. •
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8 . Estimate the amount of time you will need to present your argument to
• the City Council . (The Council will schedule more than 15 minutes .
per side only in extraordinary circumstances . Each side will be
given the same length of time for its presentation. )
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.Signed:: �:. Pe.,-4-z-- c-
Da a t e 2 - i a .•. g- � iy
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FOR USE BY CITY
Date and time of filing _ (
Date of planning Commission decision _______ _ ---
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Date set for Council consideration:
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Time allowed for arguments : per side
Entered by
Amount paid ...�. Receipt T ti
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Georgia - Pacific plans to construct a truck tank wash ti
facility. This will allow the company to maintain tighter
control over wastes compared with washup at commercial truck
tank washer the present procedure. This will not increase � ,
the company' s profit.
The City' s Planning Commission requirement will increase the
project cost by about $30,000. Georgia - Pacific has already
agreed to cover the facility at a cost of $17,000, to eliminate
rainwater flow to the Unified Sewerage Agency, althou4,Yh this
will not improve performance ''of the wash facility.
The site is not visible from the surrounding highways 72nd
Avenue, 1-5, 217 . The area is zoned JA--2 heavy industrial.
Changing the parking area is an unnecessary requirement that
will not improve the facility appearance.
Georgia - Pacific does not believe the Planning Commission
has authority to require these changes to the existing parking
area.
Georgia - Pacific requests the City Council to remove the
Planning Commission's requirement for changes to the existing
parking spaces.
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r VENDOR '
. I ADDRESS
CITY, STATE, ZIP iTYOF i�_���A RD -
r• DATE P.O. #
: .�.. - WASHINGTON COUNTY,OREGON
' CHECK ONE: h.I' I have received ved ,the following. Please make .
REQUISITION
Received:
payment. (Forward to Accounting.)
Received: v u
Date .�..' Initials
I have ordered the following. Please issue OTHER INFORMATION:
a confirming purchase order. (Forward to l
Administrative Secretary ) ._,.
I' have researched the following. Please
issue a Purchase Order. (Forward to
Administrative Secretary.) - ---
I want to buy the following. Please research.
Return price information to this office.
(Forward to Administrative Secretary.)
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ACCOUNT # QUANTITY DESCRIPTION (Please explain thoroughly) UNIT PRICE TOTAL PRICE
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TOTAL AMOUNT DUE
DEPARTMENT HEAD APPROVAL.
FINANCE DIRECTOR APPROVAL: ', "
(for 600 Accounts over $2,500, and all 700 accounts)
TS TRI:BUTIO N. White�te
Put.,
Ccaozd'sa or A,tccuttin
Yellow-- Department Copy
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(b) Mayor Bishop expressed his concerns regarding how this project
• was initiated and stated he felt the applicant should pay the
Comprehensive Plan Revision ($500) permit fee. The applicant
• agreed to pay the fee.
(c) Pat Hutchinson, Chairman of NPO #1 , stated the NPO committee
favors having this type of project and expressed ,a desire to
have more staff input regarding projects in the future. .
(d) ORDINANCE NO. 81-04 AN ORDINANCE ADOPTING FINDINGS WITH RESPECT
TO APPLICATION FOR AN AMENDMENT TO THE •
COMPREHENS IVE• PLAN MAP OF THE CITY OF TIGARD
AND FIXING AN EFFECTIVE DATE. (A70/80PD .W •
MULTI-UNIT HOME FOR THE AGED) .
(e) Motion made by Councilman Cook, seconded. by Councilwoman Stimler
to adopt.
(f) Mayor Bishop recommended some changes be made in the original
Ordinance as follows :
1 . Section 2 : #1. to read "Development on Lot 400 -° 4.50 acres
and Lot 702 -° 1.60 acres shall be reviewed
.. by the Planning Commission etc.
2 . Section 2. #3 . "In consideration of the substantial value
added to this property by this Comprehensive
Plan Revision, the developer of this property
will include the development of Lot 700, owned
by the City of Tigard, to full park facilities
as approved by the Park Board: and the City
Council . This is to include the area behind
the Tigard Senior Citizen Center and contigu-
ous with Lot 700.
•
3. Section 2 . #4„ The developer to pay a $500 application fee
for the Comprehensive Plan. Revision.
(g) • Motion by. Councilman Scheckla, seconded by Councilwoman Stimler
to approve amendments as suggested by Mayor Bishop.
• Amendment approved by unanimous vote of Council .
•
' Ordinance 81-04 as amended approved by unanimous vote of Council
APPEAL PUBLIC HEARING
16. +ITE DESIGN REVIEW APPEAL • SDR 28-80
The Planning Commission app wa1 a request by Georgia-Pacific
•
regarding parking area conditions approving design review 3 f pollu-
tion control facility that will have no new employees in An 2
zone at 14410 SW 72nd Avenue (Wash. Co. 'Tads: Map 251 1DD, Tax bolt
800) , which decision has been appealed to the City Council. 1
r.,
PAGE 5- REGULAR COUNCIL MEETINGS JA WARY 26, 1981
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(a) Public Hearing Opened
(b) Planning Director explained that he was asking the applicant
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to bring the present parking lot up to code by paving, curbs ,
striped parking and clean up years of noxious vegetation,
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(c) Public Testimony
Proponents : Bryan Johnson of Seton Johnson & Odell, 133 SW .wy.
Second, consulting engineers , gave a slide presenta--' .
y tion showing the Georgia Pacific property from
various points to illustrate how little of the. park-
ing lot can be seen from 'f the premises .
Meral Royce, Georgia Pacific Corp. ,, asked that
condition No. 1 be removed from the Staff Report ' "
because of high costs , stating that they would
hire maintenance for the property and, keep it up
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and would comply to the remaining five conditions .
Opponents : No one appeared to speak.
(d) Planning Director recommended upholding the Planning Commission'
decision.
Approved by unanimous vote of Council .
(e) There was considerable discussion by Council, applicant,; a,nd
staff regarding Municipal Code requirements and what was reason--
able in this particular case.
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(f) Motion by Councilman Cook, seconded by Councilwoman Stir.lex
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that the vegetation on the banks adjacent to the employee park.,
ing lot be upgraded subject to approval of Planning Director.
Adequate storm drainage be provided on site subject to the
pp Works Director. A plan be submitted f
approval 1 o f the Public�.c '� for
an on-going improvement plan.
Approved by unanimous vote of Council .
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Councilman Cook noted it was the intent of the motion that the
Planning Director work out details with applicant and the '
motion did not include paving as regUired in condition one.
RECESS 9:30 PM to 9 :50 Pry
4
17 . ORDINANCE No, 81-01 AN ORDINANCE ADOPTING THE WASHZNCTON COUNT Y
- •'.
FIRE DISTRICT NO l FIRE PREVENTION ORDINANCE,
(a) Motion b .C.ouncilman Cook, seconded n ded b y Councilwoman
Stimler to
remove this ordinance from table.
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«m , i iA PP roved by ° 1 Counc man Brian voti ng nay.
PAGE 6 -, REGULAR COUNCIL MEETING� ..�ANUARY 26 1981
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IDAVNT PUBLICATION >; rl� , ry a , " t
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l�c�u►►Ierb,Jittliiigh Scadl ,L"enG4k ;,
STATE OF OREGON, : a1n 'ITig d,/O e_,
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COUNTY OF WASHINGTON, g ►� 1 r`j'X
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. I, JOHN MARLING e es c� ;the"Cit' 4hu�cX,tqky
being first duly sworn, depose and say that I am the publisher i 'r,
;Vl�i�r a.'C.orrniz'ehan��;� , 1a�� GllaYige .
of. The Tigard Times, a newspaper of general circulation, as defined ,111,0) ,wop.id'','re tie ,j16.,to zone., ' 1 -
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ORS 193,010 and 193,020 published at Tigard, in the aforesaid county and •,� a s, ` e'b ll'i
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published in the entire issue of said newspaper for ........__2._ successive and �fF�1 E `\ ,,,t.
Pk :z��r�� •:OA 9'40 f Clxl'O ','1,19,
consecutive weeks in the following issues ``
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�. \.4,,.r i BEFORE THE CITY COUNCIL OF TIGARD, a OREGON
•
NOTICE OF APPEAL File 'N . SDR 28 -8O 1 '
0 1 . Name : Georgia-Pacific _
2. Address : 14410 S.W. 72nd
(Street/P.O. Box)
Tigard OR 97223
' ----TityF__' (State Zip Code .
• 3. Telephone No. : 620-4200
�lr
,, t .Y. If serving as a representative of other persons , uis ._t:, .,wa.. . names
and addresses
,' \\,),r('---- , //,
Send copy of all correspondence to: 4, ;.:
._._.._ f
John Harland i r L
. --Se t o n 5 s 1 V*e �
, ._.
It ].33 S.W. Second Avenu; i�.! ,�
Portland, OR 97204 r, r
5 . What is the decision you want the City Council to -view?
(Examples : denial of zone change; appro' -1 of . dance. ) ,,
Planning Commission decision requiring changes to existing parking area
Prr
awv war .r Iy.r+�nMY.'. ... •War.--,
as condition to approving design review of pollution control facility
that will have no new employees
`y The decision being appealed was announced by the Planning Commission 1�,
i on November 25 , 1 80 . I
1 r
(Date)
6, On what: grounds do you claim status as a party?' (See Section 18 a 92 .020 ;r
Tigard Municipal Code. ) ,
`\,r Owner it
a s;l
r 1
7 . Grounds for reversal of decision. (Use additional sheets if s,,
> necessary. ) Your response should deal with the following:
\, interest is damaged. ,
a Explain how your
inter
(b) Identify any incorrect facts mistakenly lied on in ,
�' re the ,
P
l
1r i r y y i it , ,1 4
decision or recommendation from which you appeal }
� "
(c) Identify any part of the zoning code or other law which you
from ;which by - ecoi�mendatxaln, #�
claim has been violated b. the decision or r
you appeal ,
-
( d ) Describe what decision you are asking the city Cauo.c i l to m akei
tl
Bee attached sheet.
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8 . Estimate the. amount of time you will need to present your arument to
the City Council . (The Council will schedule more than 15 minutes
per side only in extraordinary circumstances . Each side will be
' given the same 1'ength of time for its presentation. )
d
■
Sign..d:— _ 21-0-+-e-fc4-- P`"' �"".�
•
• Date: :t - / F •
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i
FOR USE BY CITY
•
Date and time of filing: _ .....„ 111
Date of Planning Commission decision:
I
•Date set for Council cons •a
� ideraton.
Time allowed _tor arguments : per s 1de. ,
Yn
Entered by: -
,
Amount paid _4711` 0 _ receipt / .� .;{.�,.2,:
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or
Page ,2 of
>r I'
of
Appeal
Not-ice-ice �,.pp
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*,• Georgia - Pacific plans to construct Ia truck tank wash
facility. This will, allow the company to maintain tighter
control over wastes compared with washup at commercial truck
tank washer - the present procedure. This will not increase -
the company' s profit.
The City's Planning Commission requirement will increase the
cost by about $30 000 Georgia Pacific ;has'''alread
project Y r g y, ,
agreed to cover the facility at a cost of $17,000, to eliminate
rainwater flow to the Unified Sewerage Agency, although this
will not improve performance of the wash facility.
The site is not, visible from the surrounding highways - 72nd:
Avenue, 1-5, 217 The area is zoned M-2 heavy industrial. '
i.. Changing the parking area is an unnecessary requirement that
will not improve the facility appearance
r
Georgia Pacific does not believe the, Planning Commission
. • •
has authority to require these changes to the existing
parking
•Y area.
Georgia Pacific C re
nests the City Council 1 to remove the
Planning Commissions requirement for changes to the existing
parking spaces.
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CflYOFTQARD III) 1
OREGON },
WASHINGTON COUNTY, C)N'
December 3, 1980
Mr. John Harland , .
°, . Seton Johnson & Odell
133, SW Second.
Portland, Oregon 97204 f
REFERENCE: APPEAL of "Georgia Pacific Truck Tank/0'ohn Harland.SDR 28-80
LOCATION 14410' SW 72nd Avenue (Wash.' Co. Tax Map 251 1DD,
Tax Lot 800) NP0#2
1
Dear Fir. Harland: I
a
G
Please be advised that the Tigard Planning Commission at their regular meeting I.
' of November 250 1980 rejected the appeal of Condition Ncmibet 1.,,(which'requires
•
modification of the parking area provided for employees), and upheld the
Site Design Review with the exception of the fourth sentence in the Condiion
"Every^ seventh space shall be a landscaped island""
Action of the Planning Commission is final unless notification of appeal 'a
” to the City Council is filed with the City'(Recorder within twenty (20) ■
. , days of the Planning Commission n Action.
If we can be of any further assistance, please do not hesitate to contact
this office at 639-4171. }
1t C
ISincere yr
Aldie a ,.
Planning Director
A 1
2-itivmc
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1L4ryVcVY'
MAIN P.O.� BOX 233� V
OREGON 7228 PH:,639-41 71 . 1
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,1. � n
9
Georgia.Pacific Corporation P,0,Box 23189
Tigard, Oregon 97223
Telephone (503) 620-420
November 25, 1980
City of Tigard Planning Commission
Tigard, Oregon
Re: Georgia-Pacific Appeal 11/25/80
Dear Sirs:
Georgia-Pacific has operated a truck service facility at
• this location since 1964. The project we are trying to
undertake will enable us to comply with the new EPA rules
and regulations related to the handling, hauling, and
disposal of waste industrial chemicals, Presently, our
tanker trucks are cleaned at facilities not under our
control. This outside cleaning prevents us from recycling
some of the useable residual material remaining in the
trucks after hauling, and prevents us from controlling
the contaminated waste water to its final disposal site
The new EPA RCRA regulations are such that we would like
to wash our own trucks in order to be assured that all of
the Georgia-Pacific wastes are handled according to these •
• regulations. If we are to be in compliance with these
requirements, we must proceed immediately with this project.
, r
The project we have proposed will cover approximately
• three tenths of one percent of our site, It will not
require an additional operator as the truck drivers will
provide for the operation. Maintenance will be provided
• by our existing staff. •
Your planning department staff recommended approval of the
project based on seven conditions. We agree to six of these
conditions and object only to the f.,txst condition requiring
us to modify the parking area we provide for our emvloyees.
We are therefore requesting a variance from cOmplyinLj with
that condition, for the following reasons:
• l Compared to the size of our present operation, this
• new construction is insignificant. It will not
increase our parking requirements, employee traffid,
or truck traffic.
v.)
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Georgia.Pacific Corporation P.O.Box 23189
• Tigard, Oregon 97223
p
Telephone(503) 620-4200
November 25, 1980
City of Tigard Planning Commission
Page -2-
2. Our site is separated from public streets and right-
of-ways by other industrial and commercial property.
• All of the drainage from our site is presently directed
to storm sewers so there is no need for additional
storm runoff facilities to comply with city
requirements.
3. Our parking areas (the west & north sides of the
site) are not visible from any of the public streets
or from the nearby properties at ground level.
4. The area adjoining the employee parking area is
unpaved and we are concerned that breakage at the
edge of the parking area will be excessive. It
also seems illogical to pave and stripe our employee
parking area when our larger truck parking area
will remain unpaved and unmarked.
5 . We also need to use the parking area used by employees
during the day for nighttime and weekend parking of
• trucks and therefore cannot make modifications that
will interfere with truck parking.
6 , Funds allocated for the project will not cover the
additional Costs of this requirement and current
economic conditions are such that this additional
cost will not receive construction approval and the
• project will be cancelled.
In summary, we feel that we are being asked to commit a
• significant amount of money on an additional unnecessary
project totally unrelated to the project for which we
applied for a building permit. Your willingness to consider
our request for a variance of this condition is appreciated. ,
Yours very truly,
Dwahe H. Mathers
DHM/sh
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NAL ....�E, Cu. PUBLIC NOTICE ,,:x,1,4,
request(Southwest Church)NPO No. 6"; ,`'• pt TIGARD PLANNING COMMIS ION""t
A request Loll"— AVON p' a
•
of r by the Southwest ��' NOVEMBER,25, 198 -7:30. rn.
Christ for a Conditional ��.�..:-•.
R-7 „ Family Reod tJse in FOWLER JUNIOR RIGA. - LECTURE ,
angle FaixzilY Residential" R�' 'M °'
- to use an existing zone -:
• STATE C1F School Classes log house for Bible 10865SWWalnutStreet,Tigard '
. 98th sated at 15805 S W 'r. .5..Public Hearings . . ' at
COUNTY
C (Wash. Co. Tax Map 251 11CSD, 5.1': ZONE CHANGE'AND Ct}i+iIgi '
�' Lot 701),
t, 5.9 VARIANCE TIONAL. USE. ?C.. 27-80/CU I6.8(:,:
tT struction)NPO No.2.ifi-80:;(Salco Carr (Tigard Friends Church) NPO No. 4
A request by A request by Tigard Friends.Church
the p
being Y`the Srlco Construct ubti r from Washington
Company for a Variance in the setback Count RU to f
' first publisher - ---.----. for a done Change 4
g requirements in ri _..._. ...... y the City df'Tigai"ci R-7'
�?"1 lndus�trial "Single Family Residential"zone and a
. '' Pa•'�'"zone to permit cohstruction of a Conditional Use to approve an existing
:........ .-•_•'buildin '_ener'al circulation, as defined, ;; .
g located at 8350 S day care center'located at 7130 SW ;,
• ..... Street (Wash. Co. T Tigard .
by ORS Tact Lot 1901). Ma 1 2A.B, in the aforesaid county and Beveland (Wash. Co. Tax Map.:2S1
1' APPS^,� „f .•1AB, Tax Lot 2600 and Wash. Co. Tax. : .
Georgia Pacific hich is hereto annexed, was Map 2S1 lAC Tax;Lots 500 &600).
state. th c Tank/sot t Harland SDR 2 . ) "`'
NPO No. 2 , 8 8d :' 5 ZONE CHANGE,, ZC. 21380
An A r, y.2 successive and (Richard Drinkwater) NPO No. C. .;,
publishe pPeal of Sie Planning JDirector's A request by Fred R. Erlenbu,sch for
conditions on a Tru Design Review far
a Zone Change from Washington
tonsecu Georgia Pacific True
14410 SW 72nd Avenuenk located at' County RU-' to ,City of Tigard,•.
p1 Tax Nlap 2S11DD T Gash, Co,. :_M.,.M . ... .._. Y .... _... Mw Comprehensive. Plan designatitrn R-7'
.-..a. 5.17 } :c l,�at 800) _.°�'- "Single Family Residential'° located at .}'?'
COiNial 1 iCaNAL USE AND 1 /
VARIANCE � ) 16305 SW 92nd (Wash,, Coo.,Tax.Map,Church Cu CU 14-80/V 15-80 (David - . ^ _g-1 :,.1:v •a•,.�--- 2Sl 14A Tax Loi 842 r
NPO 1`l0, 2 (S' ziature) ‘11(74'
5.a CONDITIONAL USE, " ',
A request by CU 13-8O �i,
J' David Church for a (Richarr. Sturgis)NPO No.. 1. .,
I iRes Conditional Use in R=7 ,rSnigie ",.., 0..__....._ day of A request by' Rk '
Famrl o se ar
%.; '`,y ,,. Y i.ential zone to construct card Sturgis f;or a, "',,
a,r,ingle family attached dwelling'and a ~. F
Condzttonal .'Use to construct axi 72 . 1.i.
Variance of condition:six 6 unit, two (2)story, Senior Citizen Li.v- ,
` ,--...N• Land Partition, 77( )oof Minor Wing Facility located at 13335 SW Hall ;I r
12633 SW MLP 20-`9,'located at Blvd. (Wash. Co. Thai Map 251 2DA, ,'
� 13B, Tax Lot X801),` Co, Tax Map �� f i .. .. Tax Lot 702).
•publish Nov, 1x,,19, 1980) I btary Pub ' of Oregon 5.4 CONDITIONAL USE, CU 15-80 }
(Geoffrey W. Levear),NPO No. wS
I'd , i i1 A request by Geoffrey and Joyce y'
,Single Faze Conditional Use in art R-7 i
My 198319' Levear for a
� � � ily Residential" zone to
I
expand an existing day care center by .
g J (W ap2Sl ,,
using an adjacent lot located.at 12360
),
SW Hall Blvd.(Wash.Co:Tax M
'IBC, Tax Lot 900): i,' ,
5.5 CONDITIONAL.:USE, CU'17-80 1, '
(Donald Holtiiboe/Ye•Olde,Wihdtrilill) -
:`NPO No. 7
A request by'Donald oltnboe for l ra ,
Conditional Use in an R-7 "Single
Family Residential:" zone to coristruet• �
a single family attached itnit located at
Ye Olde Windmill Subdivision, Lot 27`
(Wash. Co.Tax Map 2S1.3BBti"Tx,Lot 'i t'
10700). -, " o2.G4J, .
. s `
5.6'CONDITIONAL.USE Ig o
+(Wm.Hofk,e/Pinebrook) WPC) No, 1� .
A request by William B,Hoffed.far-a r_
Conditional Use:Permit, to construct . ', •
two (2) attached single family .;
residences on each parcel - total of !'
foot (4) " units. Code Section r,' 11
l820.020(1) Duplex residential located.
at Pinaf�rool Terraces.Lot 'l, Parcel: A = I':l'' ,
B (V``i�ash. Co� Ta.' Map 2Si 11Afl
Tax Lot 400
)
b 5.7 CONDITIONAL AL 'USE, CGS 19,80- °;.
(Getty Cohstruction),NPO No, 5 r'
•
A request by, Getty CotiA ttfon tor; I ,
1 u Conditional:Use in an P. 7 "Single +
P��i�l ��esz �entzal ��o ��e,to�eoizstt�ot �,,
a l' � n
seven(7)dupleXes tin 2.2 sloes�'Iodated --,,
. oil SW Bonita Road (Wash. Co:. Tom. `,1
, , Map '281 1'2B Tax Lott,i17#14),.� ,,,, 'il
1
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AGEN:D�1
�r
TIGARD PLANNING 5S N
'-,
NG��CO �,�x. 1O
1 N VDMBE R 2
5�. 1980 - 7`
.
OP m
FOWLER JUNIOR HIGH - LECTURE ROOM
10865 SW Walnut Street, Tigard
1. � Open Meeting 2. Roll Call
3. Approval of. Minutes From Previous Meeting:
4. Planning Commission Communication
5. Public Hearing:
A. Staff Report
B. Applicant's Presentation
C. Public. Testimony ..
• 1. Proponent's
2• Opponent's
3. Cross-Examination
D. Staff Recommendations
E. Commis.ion Discussion and Action
5.1 ZONE CHANGE AND CONDITIONAL USE, ZC 27-80/CU 16-80 (Tigard Friends
Church) NPO #4
5.2 ZONE CHANGE, ZC 28-80 (Richard Drinkwater) NPO #6
5.3 CONDITIONAL USE, CU 13-80 (Richard Sturgis) NPO #1 ,
544 CONDITIONAL USE CU 15-80 (Geoffrey W. Levear) NPO #5
5.5 CONDITIONAL USE, CU 17-80 ('DonS.ld: Holrnboe/Ye. Olde Windmill) ' NPO #7
546 CONDITIONAL USE, CU 18-So (Wm. Hoffe/Pinebrook) NPO #6
•
5.7 CONDITIONAL T E
USE,, CU 19-80 (Getty Construction) NPO #5 ,
5.8 CONDITIONAL USE, CU 20-80 (Southwest Church) NPO #6
5.9 VARIANCE, V 14-80 ' (Silco Construction) NPO 4 2
5,10 Ai eal of Georgia Pacific Truck Tank/John k/Join Harland BDR 28-80 0 NPO #5
5:11 CONDITIONAL USE AND VARIANCE, CU 14-80/V 15-80 (D avid Church),h) NPO #2
6. Old Business`
7. NeW Business
8. Other Busi nesS 9 ,
90 Adjournments
1` J'a
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PUBLIC NOTICE i
,° TIGARD PLANNING CO i�; _SSION "'. .
E NOVEMBER 25, 1980 -' 7:30pm
FOWLER JUNIOR HIGH - LECTURE ROOM
a.
10865 SW Walnut Street, Tigard'
5. Public Hearings
,
" 5.1 ZONE CHANGE AND CONDITIONAL USE, ZC 27-80/CU 16-80 (Tigard Friends
c Church) NPO #4
A request by Tigard Friends Church for a Zone Change from Washington
County RU-4 to the City of Tigard R-7 {'Single Family Residential''
zone and a Conditional Use to approve an existing day care center
located at 7130 SW Beveland (Wash. Co. Tax Map 2S1 1A3, Tax Lot
" 2600 and Wash. Co. Tax Map 2S1 IAC, Tax Lots 500 & 600) .
5.2 ZONE CHANGE, ZC 25-80 (Richard Drinkwater) NPO #6
A request by Fred R. Erlenbusch for a Zone Change from Washington
County RU-4 to City of Tigard Comprehensive Plan designation R-7
"Single Family Residential" located at 16305 SW 92nd (Wash. Co.
Tax Map 2S1 14A, Tax Lot 802) .
ir
5.3 CONDITIONAL USE, CU 13-80 (Richard Sturgis) NPO #1
1.
A request by Richard Sturgis for a Conditional Use to construct
,`' an 72 unit, two . (2) story, Senior Citizen Living Facility located
at 1335 SW Hall Blvd. (Wash. Co. Tax Map 2S1 2DA, Tax Lot 702) .
5.4 CONDITIONAL USE, CU 15-80 (Geoffrey W. Levear) NPO #5 'i
A request by Geoffrey and Joyce Levear for a Conditional Use in i'
an R-7 "Single Family Residential" zone to expand an existing day I
care center by using an adjacent lot located at 12300 SW Hall Blvd.
4 (Wash. Co. Tax Map 2S1 11BC, Tax Lot 900) .
I
5.5 CONDITIONAL USE, CU 17-80 (Donald Hoimboe/Ye Olde Windmill) NPQ #7 . , G
A request by Donald Holmboe for a Conditional Use in an R-7 "Single
Family Residential" zone to construct a single family attached unit
located at Ye Olde Windmill Subdivision, Lot 27 (Wash. Co. Tax
Map 2S1 3BB, Tax Lot 10700) . 1
i
i
5.6 CONDITIONAL USE, CU 18-80 (wm. Hoffee/Pinebrook) NPO #6
ti
A request by William B. Hoffee for a Conditional Use Permit to t
construct two (2) attached single family residences on each parcel--
„ Section 1.8.20.020(1) Duplex residential.
total of four (4) units. Code Sec i,,
located at Pinebrook Terrace, Lot 1, Parcel A & B (Wash. Co. Tax
Map 251 11 AD; Tax Lot 400) .
• 5.7 CONDITIONAL USE CU 19-80 (Getty Construction) NPO #5
Construction Conditional Use an R
A request by Getty Gonstriact�.on fora itt an -�7 � ;
"Single Family Residential" zone to constr uct seven (7) duplexes PI
on 2.2 acres located on SW Bonita Road (Wash. Co. Tax Map 2S1 12B, H
Tax Lot 1/00) . f
D .5 y / ,,) .
?UBLIC NOTICE
TIGARD PLANNING COMMISSIU:a '
NOVEMBER 25, 1980
Page 2
5.8 CONDITIONAL USE, CU 20-80 (Southwest Church) NPO #6
A request by the Southwest Church of Christ for a Conditional Use
in an R-7 "Single Family Residential" zone to use an existing house
for Bible School Classes located at 15805 SW 98th (Wash. Co. Tax,
Map 2S1 11CD y Tax Lot 701) .
5.9 VAR/ANCE, V 14-80 (Silco Construction) NPO #'
A request by the Silco Construction Company for a Variance in the
setback ,requirements in an M-4 "Industrial Park zone to permit
construction of a building located l at 9350 SW Tigard Street. (Wash.
Co.' Tax �Map 2S1 2AB, Tax Lot 1901) . '
5.10 APPEAL of Georgia Pacific Truck Tank/John Harland SDR 28--80. HYPO #2
An Appeal of the Planning Directors s conditions on a Site Design,
Review for Georgia Pacific Truck. Tank located at 14410 SW 72nd
Avenue (Wash. Co. Tax Map 2S1 1DD, Tax Lot 800) .
5.11 CONDITIONAL USE AND VARIANCE, CU 14-80/V 15-80 (David Church) NPO #2
I '
A request by David Church for a Conditional Use in an R-7 "Single
Family Residential" zone to construct ',,a single family attached
dwelling and a Variance of.condition six (6) of minor Land Partition,
•
mLp 20-79, located at 12533 SW Crane (Wash. Co, Tax Map' 281 2BB,
Tax Lot 1801) .
TO BE PUBLISHED IN TIGARD TINES NOVEMBER 12, 1980'AND NOVEMBER 19 1980,
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/ MINUTES
. TIGARD PLANNING COMMISSION
November 25, 1980
• Page 9
. CI, SS-ELAMINATIpN AND REBUTTA: Mr. Craig asked if the
, be/used cht ch
would us this all day on Sunday. N . Vance stated it would
from abou 9 to 12, and from 6 to 9. Craig suggested they mo e the
-,-
:• , building chto their own property -- "It would be cheaper". r. Vance
, , • stated they have plans for other use.of their property, an need the
classroom sp,ce immediately. On a question from the comp1ion, Howard
1, sketched the ea on the blackboard.
. .
.pe COMIISSION ISCUSSION AND ACTION: Howard asked for modification
.
of Condition 1 ca ling for half street improvement to the existing
,,. in church property to clude -- " ... the existing 7xurc.b site and ix. front
,,
of the property in cation at.1580, 8W 98th."
.
. Commissioner Funk indicated reluctant a element if a sight-obscuring
fence were installed at the back of the lot Moen inquired what future
. plans the church had for '1„ise of the resid, ce--wou2d it be converted
back to residential uses? \yance felt at some tine in the future it
could be so uaed, by ehurch\Tersonnel. Speaker expressed pleasure at
the provieion for a sideWalk 'on 98th /a ong the present church property,
. which he said is badly needed. /
. //
Tepedino inquired about conWrsion of a private dwelling to public
2 ,
,. • use,I especially with respect to /fi'e safety, toilet facilities, eto.
1r Howard stated they would have t inee1 those requirements. Tepedino
then commented about temporar/ use, r calling some WV II housing, and
admonished the church to ob44rve judictoas conduct for the sake of the
neighbors. Speaker inquire& about the history of the development with
respect to duplex-single Amily approvalA It was clarified that in.
spite of the sketch of tye site supplied, Only one lot and the residence .
thereon is involved inAttia approval. The rest of the McCoy property
, will be developed sine famtly. N,
• / e
,
Moen MOVED app/oval of Conditional Use CU 20t80, based on staff
. — ..
findinga and recomtiendations as modified by the inclusion of the subject
site in the half street improvements. The motion was seconded by -Helmer
. and carried, wi Tepedino voting no. '.
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• 5.9 VARIANCpc V 14-80 (Siloo Construction) ',Inao #2
1 ,
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A req6st by the Silco Construetion Cempany for a Valance 1 '
. ,
in the setback reqUiremetts in an M-4 "Industrial Park" '''''.,,
•, ,
+ t -Le
zon9 i ,o permit cons ruc ion of a building located at 9350 \
SW/tigard Street (Wash. Co. Tax Map 2S1 2AB, Tax Lot 1901). 'e g
/ '",
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.1 1 „Howard read the STAFF REPORT and RECOMENDATIONS, at the conclusion
• of Which he sketched the property and its surroundings on the blackboard,„.
He explained the drainage situation and what improVeMents would be made \e, 11
On an old, pre-code building. \ '
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NINUTFS
' TIGARD PLANNING COMMISSION
November 25, .1980
Page 10
The A_ LIC NT°S PRESENTATION T was ma•a by Bruce .iNicholson. of Si .co.
Construc do Co., Tualatin. He discuss.d the drainage ditch, and the
inappr.opriat ness of the owner install' g culvert to Fanno Creek, which ,
is some dist tee from the subject pro. rty. He explained the operation
of the outdoo % sign business, and th It is, desirable to dismantle. ! .
old signs out f doors; hence they would expect to continue performing
some of this Ito k outside the build.'ng. He .'requested that the existing
utilities (speci ical1y the elects'c service) be continued to be supplied
from a pole acros the street. 0 quuestining by a commissioner it was
disclosed that no\all the. new bu, lding would be used by the sign company.
ON AND R UT AL: Howard questioned where the leased
space appeared on t.hI applicat: no responded to by Mr. Nicholson.
Howard 'pointed out th;t t,h, re uest~could be reduced to just the space
needed by the sign com.any, i which case there would be no infringement
on the flood plain. FU expressed amazement that the planning director ?,
would approve bi4il din.g t flood plain, in view of at practice by
him and the commission. Ho and explained the factor of the location and
the fooling of the public forks director in view of changes to occur
downstream which will hay. a beneficial effect on this property. At this •
'.: point the president close• the public hearing. ar.
COMMISSION piscuCSIoxT : ED ACTION: Funk and Bonn discussed with
Howard the drainage of phe ea to the north. Kolleas did not like the
building in the flood lain. Speaker commented on the apparent difference
between what the a pl'cant is sking for and what staff (apparently''made i
his recommendation o . Howard apologized for not scrutinizing the
\ application more car fully. He stated the narrative asked for was not
complote. The race liendation wo id have been to stay oat of the flood •
plain, had all the information a covered in this hearing been known to
him before writing the staff repo t.
4' On this bas s, and in order t'iat the applicant and staff can god
together on are iced request and l.ecommendation, Speaker MOVED to
table Varianoe 14-80. The Motion was seconded by 'Bonn. An attempt to
discuss it fur t or was cut short by he reminder a motion to table is
not sub jo rit to Gl souusion.. .ho mot~oti to tab e then passed four to
three, with T p'edino, Moen and Funk voting no (Moen then expressed his
concerns to e applicant, and Tepedin. commented that while a variance
on the sctba ks of the building might b: justified, he did. not feel
that in order to accomplish other ends t e applicant should be allowed
to build in the, flood plain.
5.10 APPEAL of Georgia Pacific 'truck Tank/John. Harland SDR
2g*»u0 NPO
r�
r i
r con
d � olas on Site
An Appeal of the Plahnn�, Direc Uo s S
' De s L gn Review for Georgia Pacific
Tr Tank
located
l�10 SW AVeri Ue (Wash. Co. Tax S a p 2s11DD r Gk �ot II
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MINUTES
TIGARD MANNING comissiou
November 25, 1980
(Page 11
Howard read the STAFF REPORT, consisting of staff comments on the
appeal. He explai:.ed that contrary to the statement of the applicant,
he was not calling for any additional parking spaces--only to bring the
present parking lot up to code.
The APPLICANT'S PRESENTATION was made by Brian Johnson of Seton
Johnson & Odell, consulting engineers, Portland. He read a letter from
Georgia Pacific to the Planning Commission outlining the reasons for
constructing a truck washing facility, how it would bo oPorated, and
why they object to the requirement for modifiOation of the employee
parking area Ho then showed 18 slides of the GP property from various
points to illustrate how little of the parking lot can be seen from
off the premises.
P
There was no PUBLIC TESTXMONY.
COMMISZION DisayssIoN AND ACTION: At the request of the president,
Howard discussed the requirement by the city council that properties
such as this be broUght up to code whenever permits for additions or
alterations are requested. Speaker commented favorably on the effort
to bring older facilities up to code, but suggested the requirement that
every seventh space be landscaped might be eliminated in this case
because of the desire to use it at times for truck parking. ' (
Moon expressed sympathy With the Georgia Pacific position. Bonn
agreed with the idea of eliminating the landscape islands, as did
Helmer and Kolleas.
Speaker, MOVED upholddja&z,Z,...Siie
499.1.01...12a-lijaw.231Q-- _,with the exception of the fourth sentence in the
first staff recommendation -- "Every seventh space shall be a landscaped
island.' Helmer seconded the motion, which carried, with Moon voting ho.
5.11 CONDITIAL USE AND VARIAN , CU 14-80/V15-80 (David
Church) / 1170 2
A requeztt y David Chup6h for a ClonctitionAl lime in, pin Pb,7
"Single Fait ly Reside/tial' 'Lone to construct a single
family attacied dweiling and a Variance of condition six (6)
of Minor Land Part" tion, NIP 20-79, located at 12533 6W Grant
(Wash. Go. T..". M.. 251 2BB, TaX Lot 1801) .
Howard read th STAFF REPORT and RECOMMENDATIONS when although only
the applicant, hi.s/r4ltor,"and lOyor-elect Bishop remained in., the audi-
.
once, it became 4parit the applicant had not yet received a copy of
the staff repor54 and Was unaware the recommendation was for denial of
the variance. Mewton o staff explained attempts to get the report to
him, in any clise, it waa in the mail.
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4
r INUTES
TIGARD PLANNING COMMISSION , . •
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November 25, 1980 /
Page 12
/
Th \''AVPLICANT'S PRESEN m
TATION was made by D;vridCl
• Church, 6328 SW
Haines Road ,,,Portland. He explained why he fel the discussion. in the )
staff report \of Parcel No. 2 on the Attachment A part of the report
should have aci\bearitg an his request for a v riance and conditional ,
,
.
4. use on Parcel N . 1, the property under cots deration. He pointed out ,
his request essetially is for a variance t. allow two 91. foot driveways
.
back to the propo two attached single f:mily homes, and for a condi- .
:'
k tional use to build a duplex structure on the lot. • •
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• (Note; A previous owner agreed on iune 3, 1980, to all
,
six conditions o4LP 20-79. Con.Ation 6 reads, 11Applicant
agrees to construct only one sing e family dwelling on the
rear lot.” This prvious owner ttarently was dissuaded by
planning staff from 4 /=,questing conditional use to build
•
a duplex on this same 1.ot becau e of the complications of
access to Grant Street 'T thi, lot and two others between
,
it, and the street.)
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PUBLIC TESTIMONY in favor 4 given by Nancy Doyle, 7700 SW 74th
•
Ave., Tigard, a Realtor represen ing Church in his sale of the property. ..
She questioned, whether condition \ re put on tree dead, and commented
that the planning for the area rea\around this property has been quite
poor (agreed to heartily by HoWard).\ She felt it not proper that Mr.
f
. Church should be made the victim of these circumstances. She did not
i feel that the fact Lot No. 2 il. the sletch is an illegal lot should have
1 f
a bearing on Mr. Church's recytte ',
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. Howard discussed Lot No. 2, pointing\qut there is legal aocess to .
. both Parcels 1 and 2 (assuming s. one foot 'h.riance is granted) if each
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has only a single family dw lling on it. Pe\c,e1 2 must,rely for access
by use/ownership of part o the 19 foot strip to the two flag lots. .
If Parcel 1 is to have mi.4 iple dwelling units on it, the whole 19 foot
J
/ strip must be assigned to/it, thus leaving Parc ,?, 2 complltely landlocked
/
and illegal under City Coido, which calls for 10 . set of access from each
lot onto a public streotl As to the problem of t tifying possible future
owners of limitations or restrictions imposed on t e property, Howard ..
stated the City files a,flzoting violationil with the county which does
get oh tb.0 LiLle ioport;and should alert the purchas r to investigate
further with the City. Under the circumstances he co nseled the cottission
they could not grant the conditional use to Parcel No. 1; both parcels
must have frontage ownhrahip, and not access merely by easement. Doyle
• ,
suggested a permanent maseent for Lot 2 over the Lot 1 driveway, owner
Ship of which Would r main with the Lot 1 oWners. .,
, COSS..,EXAMINATI AND REBUTTAL., Church argued that - recorded
easement etists, which does give all lots useable access. Tepedino got
clarification of lot identities and available driveway acce.S. He opined
the Lot 1 Was bUrdened with the single family limitation, a. .arently
unknown to Mr. Church as a subsequent buyer. Church pointed. Out the
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STAFF REPORT \
AGENDA 5.10
TIGARD PLANNING COMMISSION �. 5--$'�,° ►
NOVEMBER 25, 1980 7:30pm
FOWLER JUNIOR HIGH -- LECTURE ROOM
10865 ISW Walnut Street, Tigard
No submission of additional material by applicant shall be made at the .�
Public Hearing unless the applicant is requested to do so. Should this
occur, unrequested, the item will be tabled until the following Hearing.
STAFF COMMENTS ON APPEAL:
•
Reference, SDR 28-80 for Georgia Pacific Truck Tank on 14410 SW 72nd Avenue.
Please read the attached Staff Report (SDR 28-80) . Note the reference
w , to Chapter 18.59 of the Tigard Municipal Code--Design Review,
Section 18.59.030, Applicability, states:
"Except for single-family dwellings, no building permit or certificate
of occupancy shall be issued except in conformance with this chapter.
ti
All new buildings, structures and physical improvements and relocation,
addition, extension and exterior changes of or to existing buildings,
structures and physical improvements shall be subject to design review
including preparation of a design plan, except as otherwise provided
by Section 18.59.040.
'Physical improvement, ' as used in this chapter includes, but is not
limited to, parking lot areas in excess of three spaces and loading areas,
\ retaining walls, signs, and cut and fill or grading actions. (Ord. 77-25
`� §10 (part) , 1977) ."
Section 18.060.020 Obligation of property owner, states
''The provision and maintenance of off--strF-'4-• parking and loading spaces
are continuing obligations of the prope r',v -. met_ No building or other
permit shall be issued until plans are v-4-•A ..:need that show property that
is and will ,remain available for exclusivL use as off--street parking and
loading space."
Sect:iron J P.,060.170 Improvemenis, states
1+ p. g 1 uses, for the
E;sce tr in connection with single family uses all areas used e
standing or :'aneuvering of vehicles Shall be improved according to the „±
same specificat,2 ons as required for city streets. (Ord. 70-32'' §190-6 (e) ,
1970) ."
Section 18.60.190 Drainage required, states:
"Off-street parking and loading areas shall be drained to avoid flow
of water across public sidewalks and', streets. (Ord:' 70-32 8190-5 (h) ,' l
19/o) .0
, parking i have not asked for "additional arkin. Spaces,"r
aces " I have conditioned '
this pro3ect to bring th,e site into conformance with the Code,, r '
Aldie Howatd, ..,'lnnin , .,, L
• � �i�etc�r •
or
STAFF COMMENTS
e •
AGENDA 5.10 4
/ • ) C, 41
TIGARD PLANNING COMMISSION
NOVEMBER 25, 1980 7:30pm
•
FOWLER JUNIOR HIGH - LECTURE ROOM
10865 5 SW Walnu t Street, Tigard
d
STAFF COMMENTS ON APPEAL=
•
Reference SDR 2.8-80, for Georgia Pacific Truck Tank on 14410 SW 72nd Avenue.
• .; Please read the attached Staff Report (SDR 28-80) . Note the reference
to Chapter 18.59 of the Tigard Municipal Code--Design Review.
•Section 18.59,030 Applicability- states:
"Except for single-family dwellings, no building permit or certificate
of occupancy shall be issued except in conformance with this chapter.
All clew buildings, structures and physical improverents and relocation,
addition, extension and exterior changes of or to existing buildings, •
•
•
structures and physical improvements shall be subject to design review
including preparation of a design plan, except as otherwise provided
by. Sectio8.59r040.
•
'Physical improvement,' as used in this chapter includes, but is not
• limited to, parking lot areas in excess of three spaces ''and loading areas,
retaining walls, signs, and cut and fill or grading actions. (Ord. 77-25
010 (part) , 1977) ."
Section 18.060.020 Obligation of property owner, states:
"The provision and maintenance of off-street parking and loading spaces
are continuing obligations of the property owner. No building or other
permit shall be issued until plans are presented that show property that '
is and will remain available for exclusive use as off-street parking and
loading space."
•
Improvements, states:
Section 18.060.170 Im
"Except in connection with single family uses, all areas used for the
standing or maneuvering of velticles shall be improved according to the
same specifications as required for city str ets. (Ord. 70`^32 0190-6(e) ,
1970) ."
{
section 18:60.150 Drainage required, states:
"Off-street parking and loading t ;
g C 1ks and streets. drained 0190-5 (h) ,;
of water across public+ +oadin .areas shall �d. 70-32
z,ned to avoid flow
p lic �+idew`a �
1970) ."
•
have not asked for "additional 7parking s p aces,��� �
have conditioned dit io ned
j
this project to brin g the into confonan c e w t the Code.
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Aidi e Howard y C
Di rec
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Planning for ,•
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e ' TRANSCRIPT OF PLANNING rrC)NMISSION HEARING
November 25, 1980 - Agenda Item 5.10 w-,Appeal of SDB 28-30 - Georgia-Pacific
Fowler Junior High School - Lecture Room
10865
S W Walnut Street
- Tigard,and a Oregon on
Present for this hearing:
Commissions: President Tepedino, Commissioners Donn, Funk, Helm er,
Kolleas, Moen, Speaker
.1 Staff:� Phanna.ng Director Howard; Newton �'�,
Tepedino: I call for Item 5.10, please.
T
.
Howard: (He read the Staff Report, consisting mainly of '�Gtaff Comments
q
on Appeal." It included four excerpts from TMC` Sections 18.59 and 4
18.60«)
If you have had a chance--do you want me to read the Site Design
,n , Review to you -- are you satisfied with. its
• Tepedino: I think we ha' e all read it. Thank you, staff. So you suggest--
there is no recommendation her Aldie? What is your recommenda-
tion?
A
Howard Well my reocmmenda.tion is outlined in the Staff Report on the
Site Design Review, and we, recommend approval, sub jeot to the
you grant this appeal of the
following conditions. And if y g � pP
con-
ditions, and therefore do not require the conditions placed upon
this applicant by Site Design Review - that's the procedure that,
we are going through right now. you will notice also that there
is a notice of appeal from the applicant in this case, and he is
here this evening to state his case. The last page of that
"Georgia-Pacific requ► etas the Planning Commission to remove the
City's staff recommendation for additional parking spaces."
Now you will note i, a.t in the Site Design Review, all I an strg-
gestin.g is that the areas now used for the parking of employee's
vehicles be improved, and that lainrscaping, be provided.
Tepedino: > o the City really is the respondent in this, action on this agenda
item. May I hear from the appellant, please?
Johnson: My name is Brian Johnson, and I in a consulting engineer with .
Seton Johnson & Odell, at 133 SW Second Avenue in Portland.
am here to represent the applican' , Georgia,y„Paoifio'„ and since
the person in the truck service area that we have been working with
is out of tows, for this week, I t�• going ��to read a letter that was
� written to you from Georgia-Pacific.
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TRANSCRIPT C: ' PLANNING COMMISSION HEARING,
Georgia-Pacific
Truck yank
November 25, 1980
p
Johnson: "Georgia-Pacific has operated a truck servicing facility at this
(Cont.)
location since 1964. The project we are trying to undertake will
enable us to comply with the new ;SPA rules and regulation related
to the handling, hauling and disposal of waste industrial ohem--
e - ' icalsp Presently our tanker trucks are cleaned at facilities not
under our control* This outside cleaning prevents us from recy-
e cling some of the useable residual material remaining in the truck
after hauling, and prevents us from controlling contaminated wastes
at plant disposal sites.
"The new SPA Restoration, Conservation and Recovery Act regula�
tions are such that we would like to wash our own trucks in order
to be assured that all of the Georgia-Pacific wastes are (handled
according to those regulations. If we are to ''a in compliance with
these requirements we must proceed immediately with the project'.
"The project we propose will cover approximately three tenths of
one per cent of our site, but will not require an additional oper-
ator as the truck drivers will provide the operation. Maintenance
will be provided by our existing staff.
"The Planning Department staff recommended approval of the project
based on seven co. ditions. We agree to six of these conditions, and
,,, obeect only to the first condition requiring us to modify the park-
ing area we provide for our employees. We are therefore requesting
a variance on complying with this condition for the following
reasons: TY
"Compared to the size of our present operation this new construc-
tion is insignificant. It will not increase our parking require-
ments, employee traffic or truck traffic. The site is sepaeated
from public streets and right cif ways by other industrial and 'care
merci al property All of the dra,i;nage from our site is 'present y
• directed to storm sewers't so there is no need :for a,ddiiona.l .stork
runoff facilities to comply with City requirements.
"Our parking areas, the west and north sides or our site, are not
visible from any of the public streets or front nearby properties
at ground level. The area adjoining the employee parking area is r
unpaved, and we are concerned that breakage in the edge of we
pavement will be excessive.
"It also seems illogical t,,5 pave
and stripe our employee parking
g
area when our larger truck parking area will l l remain unpaved a
d
unmarked. We also need to use, the parking area used by the
employees during the day for .0.ght t im e and weeken d, parking of
trucks, and therefore cannot make the modification that will inter
fere with truck parking.
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TRANSCRIPT or PLANNING COMMISSION HEARING
Georgia-Pacific Track Tank
November 25, 1980
Johnson: "Punds allocated to the project will not cover the additional
(Cont.) cost of this requirement, and current economic conditions are
such that this additional cost will not receive construction
e approval and the project will be cancelled.
"In summary, we feel that we are being asked to commit a signifi
cant amount of money for an additional and unnecessary project
totally unrelated to the project for which we have applied for
a building permit.
"Your willingness to consider our request for a -lriation of
this condition will be appreciated."
If I could get the lights of in a second, I would like to show
fifteen or so slides.
(He then showed slides taken from the project, relat-
ing it to the neighboring industrial facilities, and
from of the property into the project area.)
Georgia-Pacific to a degree said that maybe the landscaping
could be cleaned up a bit, but they feel the paving, the strip-
.
ing and the curbs., the provision ",eaking every seventh parking
spot is an unreasonable request, and oonsidering the conditions
of the remaining part of the area Thank you.
Tepedino: Thai you, Mr. Johnson. Are there any other parties wishing
to speak in favor of this appeal? Aldie could you speak on the
City's standpoint against the appeal?
• Howard: Wells the projects that come for review -- It is clearly out-
• lined in the Code that we should bring them up to a specific
code requirement. The other Georgia-Pacific location in this
city, when they came in to expand and put an office space back
of Co-op on Eunziker by the railroad tracks--their entire parking lot
was brought into conformance, the area was landscaped, the medians
were put in the landscaping was put in the median, en irrigation 0
system was pat in -- it went along. Now they weren°t happy at
that time -- and this was two or three years ago, I can't remem-
ber the exact date. At this particular location the applicant
• makes the comment that the majority of the area is not paved -
quite true. By code it should be; but I felt -- I was just asking
for the banks to be clowled up you could see b those pictures,
even in the blacks dark, that it wasn't too appealingo We did
have comments from people in the area that were notified of this
objecting to the unsightliness of the project. All I am suggesting
40
here, they are complaining about an irrigation plan; all I am ,
• suggesting is they could plant materials they could water once
H
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TRANSCRIPT OF PLANTING COMMISSION HEARING
Georgia-Pacific Truck Tank
November 25, 1980
Howard: a year with a hose and be fine, and that might be in August.
(Cont.)
The site drainage plan is a standard--we have no record of that --
they developed before, you know, we had those types of things going
ono so that was real easy for them to just tell us, you know, where
the site th ainage was
• They have asked for a building permit to construct a building.
It is my responsibility to bring that project into conformance
with the Tigard Municipal Code. I stated all the sections that
pertain to this project. He points out that other projects in the
area have not been brought up to standard. Well, when Ted Nelson's
"-- he showed a picture of Ted Nelson's parking lot — when that area
is completed you w ; l not only have adequate parking, curbs, plants
--the Whole Maryanne--but you will have an improvement on 72nd
Avenue that we are going to put on the road next summer.
A couple of other projects: William Air Control developed before
--you know, I couldn't find the date-h-but we have substantially
• increased our requirements for development in this community for
reasons, and those reasons are e7pressed at the City Creuncil level
• when they adopt an ordinance which clearly states, as I mentioned
-- each, one of those sections I pointed to is a Council -dictate
for planning staff to take some action relative to a project.
Now all I am asking for is bringing the employee parking up to
an acceptable standard, Now if he wants to negotiate about every
seventh space, okay, we are negotiable there. If he is worried
abo. u the asphalt breaking off, actually the entire project should
be brought up to code and the entire parking lot should be paved.
Now that's in the code also , o I think that we took a reasonable
approach, to this thing. I really don't feel that just because we w:
have tightened up our requirements for specific reasons, that an
applicant that comes in for a specific reason Should be granted
an allowance from the code,
'fe pedjno: ()key; thank you, sir.
Speaker; Mr. Presidents It scents to me that this is one of the problems
that Tigard has Tigard came along after a lot of people were ',w..
already settled, and had facilities that worked, at least to their
sati,sfact on, and then the codes were established and I don't know
how, except when --- I think the only way they can ever be brought
up to code is when they come to the city for a permit of some kind.
. And I have this faith in the codes, that they were there �or a reason.
o'n«
Now if parking lots are to he paved, I can't tell you what the
4
reason is; but I suspect there is a reason and a good reason for it
is
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TRANSCRIPT OP PLANNING COMMISSION HEARING
Georgia-Pacific Truck Tank
November 25, 1980
•
Speaker: And I don't feel that the city should have to have people, even r
(Cont.) long.-time residents--industrial residents-that can continue with
non-code things indefinitely. And 'I agree that perhaps the land- ;
h soaping on every sixth space in this particular instance may not
be too practical because it would.' interfere with the use for truck
• parking at certain times, and I would suggest that feature be
removed.
Howard: That's okay.
Speaker:
Otherwise I think we should abide by the city's dictate"
Tepedino: Thank you. I would like to close the public hearing portion on
this issue so we can have commission discussion and decision.
• Commissioners? Commissioner Moen?
Moen: (Note: Mr. Moen was sitting farthest from the recorder, and did
not speak loudly enough to permit a faithful transcript. In general
he stated he felt Georgia-Pacific was making a real effort to .
A improve the environment through this project, tliat the funds for •
bud
the additional work required obviously had not peen budgeted for,
and expressed sympathy with the applicant's por1it ;on.)
Tepedino: Okay, thank you Commissioner Bonn?
n 1
Bonn: In reviewing this, I go along with the points Mr. Speaker men-
tioned about the lar>dscape island being removed, that that could `
be.�a detriment to parking trucks; but reviewing the other Georgia.recommendations, I feel that hone of them are onerous on `S
Pacific, and I feel just striking that one sentence is the only
change 1 would recommend.
Tepedino: Thank you, sir. Commissioner Funk
Funk: x think l'll pass.
Tepedino: Okay. Commissioner Helmer?
Helmer: I will have to agree with the elimination, of the landscape, islands
•
in the parking lot; the rest of them should be brought up to our
% local standards
Tepedino: Thank you, Asir. Commissioner 1olleas'
holleas Well, agree with the landscaping. parkin g trucks is no easy task*
Tepedino: Okay. Commissioner Speaker, will you make a motion, sir?
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TRANS%RIPT OF PLANNING COMMISSION HEARING
ZINC'
Georgia-Pacific Truck Tank
Noaenmber 25, 1980
ti
Speaker: l move approval of -- Now, let's see,',what
Tepedino: This is an appeal, so we either rule in favor of the appeal, or
reject the appeal, which if we reject the appeal we would institute ,I
then the Planning Department's requirements on
Speaker: A rejection of the appeal is upholding the Site Design Review?
Howard: That's corrector
Speaker: I move rejection of the appeal, and upholding of the Site Design,
Review SDR 28-80, with the exception of Recommendation 1 where it
says every seventh space shall be a landscaped„island. That should'
be deleted
Tepedino, you, .�,�.
Thank ou s�.r., Motion made
Helmer: Second.
Tepedino: Okay; .motion made and seconded for rejection of the appeal and
invoking the staff's' requirements with the exception of the seventh
U space landscaping, Comments? Comments? Discussion
x call for the question„ All those in favor of the question as
made and seconded, rejecting the appeal, signify by saying Aye.
Chorus: Aye.
Tepedino: Those opposed,
Moen,, No.
TepedInot Oue no, by Moen, and the rest were ayes; so the appeal is rejected
with that change in the staffrs requirements,
e.' w
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• � W�
AFFIDAVIT OF MAILING
I I P
T
S ATE F
"O OREGON O
County of Washington) ss.
City of Tigard )
T, Margaret Smith, being first duly sworn, on oath despose and say:
That I am Secretary for the Planning Department•for
the City of Ticz,rd, Oregon.
I ,
That I served notice of a Minor Land Partition request �!
of which the attached is a copy k R
Py C�`�'`r`ff}}��eId Exhibit A) upon each I of the f
following named persons on the / " "-"-- day of } �9"t �Q i'
198 CI) , by mailing to each of them at the address shbwrn on the attached al
list (Marked bit B) , said notice s hereto attached, deposited in
the trnedSta esMaa t , L day of
I postage prepaid.
. � err •
Subscribed and sworn to before me on the .:/7 7:.-.4L day of
198 ,
�� tirNrt���IfV7a1:
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NOTICE IS HEREBY GIVEN THAT THE TIGARD PLANNING COMMISSION AT ITS MEETING ON TUESDAY,
NOVEMBER 25, 1980 , AT 7:30 P.M. , IN THE LECTURE ROOM OF FOWLER JUNIOR HIGH
SCHOOL, 10865 S.W. WALNUT, TIGARD, OREGON, WILL CONSIDER THE FOLLOWING APPLICATION:
r
E,.,,,,IX.n1 bl
APPLICANT: John Harland OWNER; Georgia-Pacific
Seton, Johnson, & Odell 14410 SW 72nd A .
. 133 SW 2nd Tigard, Oregon' 97223
Portland, Oregon 97204
REQUEST: An Appeal of the Planning Director's conditions ;gin a Site Design Review
for Georgia Pacific Truck Tank. ;
', LOCATION: 14410 SW 72nd Avenue (Wash. Co. Tax Map 2S1 1DD, Tax Lot 800)
FILE NO.: SDR 28-80
w "34""
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• MATTER WILL ,BE CONDUCTED IN ACCORDANCE WITH .E RULES OF PROCEDURES THE PUBLIC HEARING ON THIS �.H TH 0 S
OF THE PLANNING COMMISSION ANY PERSONS HAVING INTEREST IN THIS MATTER MAY ATTEND AND HEARING-OR, TESTIMONY MAY BE SUBMITTED IN WRITING TO EE ENTERED INTO THE ]RECORD r
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S IS WRITTEN LETTER ADDRESSED Q, THE BE RECEIVED 1
OLT.-.E NTIE:H DA' AFTER THE DECISION OF THE .RING
HOC�,� �� I� TO APPEAL, A EDT RECORDER
PRIOR. TO �EXPIRATION OF THE TWE ,
TWENTY DAYS,- ACT/O N bT � ,
THE RECEIVED WITHIN ��TWE �'�S-�' �TH,� N �IS VALID, �� ��� � � ,
HEAVING.
TO APPEAL IS NOT, ., ..,�A..._�ZI�G DEPARTMENT AT 639-4171 .
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FOR FURTHER THEN INFORMATION
R� , PLEASE CoNTA�� THE 'ter �rn, �
CITE' OF TIGARD, 12420 Sit Main 1 .
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igatd, Oregon 97223
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BEFORE THE PLANNING ,COUMISSON 'OF. TIGN,RD OREGON
. ' NOTICE OF APPEAL File No
. . 1. Name: Georgia -- PFtcific
2. Address : 14410 S.W. 72nd.. Street P.O. Box `'
Tigard OR 97223
-7City) (State) Zip Co ''e
a
3. Telephone No. : 620-4200
. 4. If serving as a representative of other persons, list their names
and addresses :
Send copy of all correspondence to: .
John Harland r .
eton, Jo. nson & 0 e
133 S.W. Second Avenue
Portland OR 97204
5 . What is the decision you want the City Council to review? r) ,
(Examples : denial of zone change; approval of variance. )
Staff decision requiring changes to existing parking area as
condition to approving design review of pollution control facility
that will have no new employees' ---- -�
' 6. The decision being appealed was announced by the Planning Commission
on October 4_1_3180 .,..
Date
.
7. On what grounds do you claim status as a party? (See Section 18. 92.020
Tigard Municipal Code: ) .
Owner
y._. .. .. .,-
8. Grounds for reversal of decision. (Use additional dditiona] sheets �f
necessary. ) Your response Should deal with the f ollow ing:
d '
(a) Explain how your interest is damaged.
(b) Identify any incorrect facts mistakenly relied on in the r'
decision or recommendation from which you appeal .
claim the zoning code or
(o) Identify any P zoning
dentif axe: .. art .nf th g other law which you
,
laim has been violated by the decision or recommendation,
from which you appeal
you g planning(d) Describe what decision �ou are asking the .. � cor�rl.isson .
to make,
, See attached sheet
Page . 1 of 2
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9 . Estimate the amount of time you will need to present you argument to
the City Council. (The Council will schedule more than 15 minutes
per side only in extraordinary circumstances. Each side will be ,
• given the same length of time for its presentation. )
Signed.
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Date: / o —
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############################################i #### # #################### # ,
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FOR USE BY CITY
Date C.\rid time of filing:
Date of Planning Commission decision:
consideration:
Date set. for Council
Time allowed for arguments . per side
Entered by; •
Amount paid:d
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Page 2 o f 2
Notic e of Appeal I I
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• Georgia -- Pacific plans to construct a truck tank wash facility.
This will allow the company, to maintain tighter control over
wastes compared with washup at commercial truck tank washer
the present procedure. This will not increase the companies
profitability.
The City' s staff recommendation will increase the project by ,
about $30,000. Georgia - Pacific has already agreed to cover
the facility at a cost of $17,000, to eliminate rainwater flow
to the Unified Sewerage Agency, although this will not improve ' �
performance of the wash facility.
The site is not visible from the surrounding highways - 72nd
Avenue, 1-5, 217 . The area is zoned M-2 heavy industrial, and
it is surrounded by industrial facilities that do not have
parking areas meeting the City' s staff recommended requirements.
Further, Ord. 70-32 S190 - 2 (a) , 1970 states
"In case of enlargement of a building or use of
land existing on August 24, 1970, the number of
parking and loading spaces required shall be based
only on floor area or capacity of such enlargement. "
.i ;
Since the facility was built and paved prior to 1970, only one
additional parking space should be required.
Georgia - Pacific requests the Planning Commission to remove
the City' s staff recommendation for additional parkin s ac s.
P .
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D8partment of Environmental Quality
I ' I
5122 SOUTHWEST 5TH AVE, PORTLAND, OREGON
•
VICTOR ATIYEH MAILING ADDRESS; P.O. BOX 1760, PORTLAND, OREGON 97207
GOVERNOR
October 27 l5$0
40../City of Tigard C
Planning Department
P.O. Box 23397
Tigard,, OR 97223
• Attn: Mr. Aldie'Howard
nt
Ge Xem n�e . r.
• The Department has reviewed plans submitted .• seton Johnson & Odell for -
construction of a truck washing facility For ;"-orcsia Pacific.
. , h
"- Based on the design specification and upon the restrictions set forth in
USA's letter of July 31, 1980, we find this to be acceptable for
( o
c� t ion
nsruct .
If you have any questions, please feel free to contact this office at
229-5374.
Sincerely,
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Larry N. Patterson
:industrial Waste Engineer 4 •
Source Control Section
Water Quality Division
LDPI
WL384 (1) i,
cc: Seton Jo hnson &
Odell, Attn: John Harland
1
Northwest .Region, DEQ 1,
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Unified Sewerage Agency of Washington County
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150 No First Avenue
Hillsboro, Oregon 97123
503 648-8621
October 27 , 1980
•
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Ed Waldon ,••■•■
■•••
Building Department
City of Tigard
P.O. Box 23397
Tigard, OR 97223
Dear Es '
SUBJECT Georgia-Pacific Truckwash
The 4 kaammar- - - D ans for the subject truck-
wash. Pretreated wastewater from this facility will be
• accepted subject to provisions detailed in the letter from
the Agency to John Harland dated July 31, 1980. A copy of
the letter is enclosed, Please call me prior to your final
approval of the construction so that the adequacy of the
pretreatment facilities "as-built" may be verified by Agency
•
staff . Thank you for your cooperation.
Very truly yours ,
•
Paul Klope
Acting Manager, Systems Diyision
, . PK/sc
Enclosure
cc : Aldie 'Howard, Planning Department , City of Tigard /
•
Jim West , Water Quality Lab
John Harland, Seton, Johnson & Odell, Inc.
•
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4, r: . Unified Sewerage Agency of Washington County
150 H, First Avenue
Hittsboro, Oregon 97123
503 648-8621
Jul \. " I , 1980
■
John Harland
Seton, Johnson & Odell , Inc. r
31 SW�-A 1-d e rree t-- V5-2) V� `r' -'�
Portland, Oregon 97204
•
Dear Mr. Harland:
SUBJECT: INDUSTRIAL WASTE PERMIT FOR GEORGIA-PACIFIC TRUCKWASH
IN T1GAR0
We have completed review of the permit application addendum you provided
concerning the proposed truckwash in Tigard . Thank you for your prompt .
response: The Agency is willing to accept pretreated wastewater from
this facility, provided that:
1 . Georgia-Pacific will provide appropriate training and keep in its
employe at least two people who are qualified to operate and
maintain a biological treatment plant, in addition to being
responsible chemical handlers .
2. Wastewaters to be treated by the biological plant will be restricted
to truck tank washings in dilute form to insure that the plant will ---
perform adeq 'tely; no other waters or waste will be allowed,
3. All concentrated truck washings and resin retains wi l l be disposed of
at suitable land or hazardous waste disposal sites , or recycled.
4. Before wastewaters are transferred from the collection sump into the
biological system, the operators will ( through testing or adequate ,
procedures) be certain that these wastewaters will not adversely
effect treatment plant performance ,
• 5, No rainwater will be collected and discharged through the treatment
plant into public sewers ( i ,e, , rainwater inflow sources ,are prohibited)
6. All constituents in the wastewater that could adversely effect the
sewer system will be monitored and the data developed will be recorded
and made available to the Agency upon request.
TTT . .
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John Harland
' . . . Page 2
July 31 1980
7. . Wastewaters to be discharged will 'comform to all restrictions in the
Agency' s Resolution and Order No 70-12 (already furnished to you) ,
and in addition will not exceed the following l imi is ,
Parameter Flow
Flow 0.4 gal/winute
14 , 500 gal/month
Phenols l 8 mg/1
'aT ;
0, 22 l b/m'o n t h .
8. Should the discharge sampling frequency proposed by Georgia-Pacific
prove to be insufficient, C-P wi l l (upon request.) initiate a more ,
frequent and comprehensive sampl ing program.
9. Plans and specifications , and an operation and maintenance maunal for
the pr, e trea tment facility will be submitted to the Agency for, review
and approval prior to construction.
10. A monitoring manhole ("model " drawing enclosed) will be provided over
.. the discharge line , so that the Agency can take composite samples.
Also , as discussed, with you by phone , Gec'gia-Pacific must, purchase a
sewer connection permit from the City of Tigard if the City determines
that additional connection fees are warranted. Please give me a call if '7 ,
you have any questions , and keep us informed concerning the states of'G--P's
proposed p roj ec t;
Very truly yours
Thomas lc, Blankenship
THB j f
Enclosure
cc: City of Tigard, Attention Frank Cu,.,ri .
Jim West, Water Quality Lab
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STAFF REPORT/FINAL ACTION
SITE DESIGN REVIEW '' t
aft
TIGARD PLANNING DEPARTMENT `'
12420 SW Main Street F !
October 16, 1980 CITY
WASHINGTON COUNTY,OREGON
DOCKET: SITE DESIGN REVIEW, SDR 28-80 (Georgia Pacific Truck Tank) .
APPLICANT: John Harland OWNER: Georgia-Pacific
Seton Johnson & Odell 14410 SW 72nd
133 SW Second Tigard, Oregon 97223
Portland, Oregon 97204
SITE LOCATION: 14410 SW 72nd Avenue (Wash. Co. Tax Map 2S1 1DD, Tax Lot
800) .
6k
SITE DESIGNATION: M-2 Heavy Industrial 1'
r SITE PLAN/DESIGN REVIEW COMMENTS:
P
This area is a transportation staging area for Georgia Pacific. No provisions
have been made in the past for employee parking other than to park on w
the perimeters of the property to the north and west. Chapter 18.59
of the Tigard Municipal Code specifically states that all upgrading of '
property shall be in conformance'with the standards established by the
code.,
STAFF RECOMMENDATION:
Staff recommends approval subject to the following conditions;
1. A detailed plan for the improvement of the parking areas on the north ,
and west property lines shall be submitted to the P1anr;ing Director
for approval. This plan shall include landscaped areas,' Spaces
shah: be nine-feet-six-inches' (9'6") wide and nineteen (19) feet
long on an asphalt surface. -8 ... ': �. -ft—lantifFetarS d
:L nd. Adequate storm drainage shall be provided on site to the
° r approval of the Public Works Director. A plant materials index shall
�T • be provided and some means of irrigation shall be shown on the plan.
Plans to be appr'ovrd prior to issuance of Building Permit,
2. Owner shall sign a non remonstrance agreement fore future improvement
of SW 72nd Avenue and file this document with the CxIty Recorder.
3. No Occupancy Permits shall: be issued until all conditions placed
upon ais development by the city o f g eat is f.
ed and d "
inspections verifying this have been carried out by the appropriate
department
g i Y to approved lans. • 5
4� No changes Will be made plans of specifications Unless .I
application
es
formal. pp d
changes are approved by pp 9
1 writing and shall incl ids applicable d
Will be made in writing shall applicable ,.,rawings.l
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240 S+'v1I+ MAIN � C1. �0�,23397 T'I . C���GC7N 97223 Pi�,1+539-ii�t I •.-:.:
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STA,FF REPORTf
SDR 2E--80 t
Page 2
5. No Building Permits shall he ',issued until the expiration of`the' twenty
(20) day appeal period fromthe date of approval.
M A letter fr om the Department
of Environmental l Quality shall be submitted
to the Planning Department verifying that they have reviewed° this
proposed facility and approve this use prior'to the issuance of. Building
Perini t::ia
v
7. A letter from Unified Sewerage ,Agency shall be submitted to the Plannang
Department stating that they will accept the discharged:'materials
from this operation into their system for treatment prior to the
lh
issuance of Building Permits
A L
Al.die Howar,
Planning Director t
fPs
NOTE: This acknowledgement must be signed and returned the, City'I of L
TE ! •
Tigard, Planning Department., Failure to return this acknowledgement, will :a
result in no further actic;n on this project with regards to issuance of
Building. Permits or engineering approval.
. +w
Signature (owner) .. 1
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STAFF REPORT
, . PLANNING DEPARTMENT 1 ( J
SITE DESIGN REVIEW SDR 28-80 1 \i
,
. (.\-*October 15, 1980 . A N
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DOCKET: SI.7 DESIGN REVIEW, SDR 28-80 (Georgia Pacific Truck Tank)
APPLICANT: John Harland OWNER: Georgia-Pacific ---,„„,_
Seton Johnson & Odell 14410 SW 72nd
,
`
133 SW Second Tigard, Oregon 97223
, - Portland, Oregon 97204•
.
, . SITE LOCATION: 14410 SW 72nd Avenue (Wash. Co. Tax Map 2S1 1DD, Tax Lot
I 800)
.
SITE DESIGNATION: M-2 Heavy Industrial ' .
.
/ ' SITE PLAN/DESIGN REVIEW COMMENTS:
, This area is a transportation staging area for Georgia Pacific. No provisions
,
have been made in the past for employee parking other than to park on
the perimeters of the property to the north and west. Chapter 18.59 of
/
, the Tigard Municipal Code specifically states that all upgrading of property
, 1 4
shall be in conformance with the standards established by the code.
'11 ,
' •
STAFF RECOMMENDATION:
,
X
1 ( A-,,,, Staff recommends approval subject to the following condition 8:
,'" 1. A detailed plan for the improvement of the parking areas on the north
4,..,
and west property ines shall be submitted to the Planning Director
01\1 for approval. This plan shall include landscaped areas. Spaces
„,\ / shall be nine-feet-six-inches (9°61i) wide and nineteen (19) feet
\,, it long on an asphalt surface? Adequate storm drainage shall be provided
on site to the approval o the Public Works Director., A plant materials
index: shall be provide and some means of injection shall be shown
,
On the plan. Plans to)5e apprOved prior to issuance of Building Permit,
.47(
2 Owner shall sign a nonremon4trance agreement for the future improvement
of SW 72nd Avenue and file this document with the City Recorder,
1
3. No occupancy Permits shall be issued until all conditions placed upon
11)
this development by the City of Tigard have been satiafied and inspections
verifying this have been darned out by the appropriate department, A
A
it I
4 4. No changes will be made to approved pans of specifidations unles8
formal application is made to the appropriate City department, and
,
dhneC are approved by that department. Application for changes will .
.,.
be made in writing and shall include applicable drawingS. ,
. .
5. No tuilaing PetmitS shall be isa1,3ed until the e*iration of the twenty
(20) day appeal period from the date of apprOVal. '
. .
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DESIGN REVIEW APPLICATION .,
(Use File # on all correspondence)
CITY OF TIGARD PLANNING DEPARTMENT File # 5_DR gR-g0 l' As
• , 12420 SW Main Street
. .
. ' ' Tigard, Oregon 97223 Fee Recd uPoo
/ Receipt # (0gX0
•
. _ NPO 4 6 Date Recid lb--q>-g0
By 4" ,
-. . -- .
, “
THIS MUST BE COMPLETE BEFORE IT WILL BE ACCEPTED BY THE
. ... .. .
PLANNING DEPARTMENT.
: (
[ '
.. The "contact person" named in this application will receive all
correspondence from the Tigard Planning Department and that person IC •
1
is responsible for providing same to owner, architects, engineers,
: •
consultants, etc. I.
in this case the "contact person" is: l'
1: •
NAME
ADDRESS ,StztoUlots,S 4c-OVAL.L. ) .2, Skis)SEcoNity, Pove-rolt4t oR(.010.4t ii .
. (Street) (City) (State) (Zip)
,
• . , . TELEPHONE —'89'24
,..
, •
:4.
I have read this section and I agree, as the "contact person",
to provide all information to other persons with an interest ,
. .
in this project.
• ,\73106, \• 416'\:,1/4,
10W%-0
SIGNATURE DATE
; 1
1 ' ,
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• l PLEASE PRINT OR TYPE IN INK I
PROJECT TITLE: E(..) .L,..-- PAre.X,R.v.:. "1-le.04Z-K -1--AvAti&NA Rce,--eLiiI.1
. . PROJECT ADDRESS: t441.40, SW -1.1.04 1150423) __ .
TAX MAP # 2..S Itt: TAX LOT(8) #: ..qt:bit) 1J
, • .
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NATURE OF PROPOSED DEVELOPMENT, ,1NNSPNLL FielicAutj Fbetk4s1AW5,
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•4 . • • CIRCLE A8 APPLICABLE
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OWNER/DEVELOPER'S NAME (OX*9iPt -- PPC-kk'(.
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ADDRESS •, :7 _ 9'1'50,1) , P2 cil 222
(Street) (City) (Fitate) ' (Zip) 1 '
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• TELEPHONE (BUs. ) E5If.2.:)--. 1C'r)
' SIGNATURE:C ) ,,,,,..„
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REPRESENTATIVE'S i1.10 '\)OR r, \--kNaLkj06
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ADDRESS '6' .‘""OQIA4Z)0.0,,S P;14) ,I;IG-41;., , l t I t,' 1,,c) `‘6a,&:)K% Vbzi(A-4b tbk Li
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SPECIFICATIONS
for
GEORGIA - PACIFIC TRUCK TANK WASH FACILITY
,
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1980 r 1
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Prepared by:
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Seton, Johnson & Odell, Inco
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TABLE OF CONTENT
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DIVISION 1 - General Requirements 1
DIVISION 2 Site Work
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DIVISION 3 - Concrete 12
DIVISION 5 - Steel 15
DIVISION 9 - Finishes 19
DIVISION 13 - Prefabricated Metal Building 24
DIVISION 15 Mechanical 30
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DIVISION 16 - Electrical 35'
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DIVISION 1 -- GENERAL REQUIREMENTS
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1.1. SCOPE OF WORK
• 1. 1. 1 The work included in. this contract is described in
these specifications, and on drawings in six sheets,
. No. GPM-01, 02, 03, GPS-01, 02, and ;GPE-01 by Seton, '
Johnson, and Odell, Inc. , entitled Georgia -- Pacific '
Truck Wash.
1. 1. 2 The intent of the plans and specifications herein is
to provide for the execution and completion of the
following systems:
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(a) Four in-ground storage tanks and one above--ground
treatment tank to store and treat wastes washed
from tank trucks, as shown on GPM -02 and 03.
(b) Interconnecting piping from waste receiving
•
manifold and drains to tanks and interconnecting
piping between tanks as shown on GPM- 02.
•
' (c) Piping from treatment tank to sewer manhole as
shown on GPM-02.
n
(d) Buildings and footings to cover truck tank wash
• area and office as shown on GPS-01.
(e) Site work and grading of truck wash area and
/{ asphalt to provide access to truck wash facility
° as shown tan GPM-01. 5 A
(f) Connection of utilities to truck wash building.
• Except as otherwise specifically provided, the
Contractor shall perform all Survey and lay-out work,
electrical work and site work and install all pumps,
valves, pipe fittings, tanks and buildings as
specified on the drawings; and shall furnish all
labor , tools, implements, machinery, supplies,
materials and incidentals; and shall do all things
- ecesar t Y to and h
necesary to perform and to complete the work under the r,
g • plans. ,
contract ��ccord�n to the specifications
r and pl
It is intended that all materials and/or services not
specifically described in these contract documents, ti
but which' arc fairly implied m -lied as
required or obviously
necessary to complete the work
in a described manner ,1 shall be within the scope of this installation,
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Contractor shall furnish all materials not otherwise
specified as Owner supplied, equipment, labor,
transportation, construction equipment and machinery,
tools, appliances, fuel, power, light, heat,
telephone, water and sanitary facilities and all other
facilities and incidentals necessary for the
execution, testing, initial operation and completion
of the Work.
1.2 ' APPLICABLE CODES
The following codes and publications form a part of
this specification:
(a) City of Portland, Oregon, Standard Construction.
• Specifications; March 1, 1978.
• (b) City of Tigard, Oregon, Building Permit (to be
obtained by Contractor) .
• (c) NSPE 1910-8; Standard General Conditions of the
Construction Contract. (Attached)
(d) Uniform Building Code; latest edition.
( (e) Uniform Plumbing Code; latest edition.
1.3 PRECEDENCE
In case of conflict between these Specifications and
k the drawings, the Specifications take precedence over
the drawings.
1.4 UNFORESEEN PHYSICAL CONDITIONS
Contractor shall promptly notify Owner and Engineer in
writing of any subsurface or latent physical
conditions at the site or in an existing struCtUre
differing materially from those indicated or referred
to in the Contract Documents. Engineer will promptly
review those conditions and advise Owner in writing if
further investigation or tests are necessary. ,
Page 2
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Promptly thereafter, Owner shall obtain the necessary
additional investigations and ° tests and furnish copies
4: to Engineer and Contractor. If Engineer finds that
the results of such investigations or tests indicate
that there are
subsurface or latent physical ;
conditions which differ materially from those intended i „
in the Contract Documents, and which could not
reasonably iave been anticipated , by Contractor, a
® Change Order shall be issued incorporating the
necessary srevisions.
1.5 OWNERS REPRESENTATIVE
Owner , through his designated representative will have
authority to disapprove or reject work which isl
defective, and will also have authority to require
special inspection or testing of the Work as provided
in these specifications whether or not the Work i
fabricated , installed or completed.
1.6 SUBCONTRACTORS f,
Contractor shall not employ any Subcontractor or other
person or organization (including those who are to
furnish the principal items of materials or
equipment) , whether initially or as a substitute,
against whom Owner may have reasonable objection.
Acceptance of any Subcontractor , other person or
organization by Owner shall not constitute a waiver of
any right of Owner to reject defective Work.
(. Contractor shall be fully responsible for all acts and
omissions of his Subdontractors.
1, 7 BUILDING PERMIT
. ( Contractor shall obtain and pay for all construction .,
permits and licenses. Owner shall assist Contractor ,
when necessary, in obtaining such permits and
on�fe ar governmental
t
charges inspection shall all g rtlmentaY -;
licenses. Cantraota ll pay
ar �..s an a. fees necessary the
H• y,� r
� � � why.. applicable �a �
secution ofat ; r ch ar
Pro' f � the
he work are t .
time of opening o side
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1. 8 EMERGENCIES
In emergencies affecting the safety or protection of
persons or the Work or property at the site or
adjacent thereto, Contractor , without special M
instruction or authorization from Engineer or Owner ,
is obligated to act to prevent threatened damageu
injury or loss. 'Contractor shall give Owner prompt
. ( written notice of any significant changes in th e Work
or deviations from the Contract Documents caused
thereby.
1.9 INSPECTION
Engineer and Engineer ' s representatives, other,
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representatives of Owner , testing agencies and
govc'cnmental agencies with jurisdictional interests
will have access to the Work at all times for their
observation, inspection and t-esting. Contractor shall
provide proper and safe conditions for such access.
Contractor shall give Owner timely notice of readiness
of the Work for all requited inspections, tests or
approvals
•
If any law, ordinance, rule, regulation',, code, or
order of any public body having jurisdiction requires
any Work (or part thereof) to specifically, be
inspected, tested or approved, Contractor shall assume
full responS a ability' therefore, pay all costs in .. ,
° connection therewith and furnish, Owner the required
certificates of inspection, testing or approval.
If any Work that is to be inspected, tested or
approved is covered o red w�.thout written concurrence of
e
Owner , it must, if requested by Owner , be uncovered
for observation. Such undoVering shall be at
Contractor' s expense unless Contractor has given Owner'
at least 48 hours written notice of Contractor 's
intention to cover such Work and Owner has not acted
with reasonable promptness in response to. such notice.
Neither observations b y Owner nor i nspeC tion5
, tes ts
s„ or approvals s by
others shall Contractor from
his obligations to p efomthe Workin accordance
with •
the Contract D'ocUments. C
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If required by Owner, Contractor shall promptly,
without cost, tc. Owner and as specified by Owner,
either correct any defective Work, whether or not
fabricated, installed or completed, or, if the Work
has been rejected by Owner, remove it from the site
and replace it with nondefective Work.
If within o
� 1 one w year after the date of Substantial y S
t' Completion or such longer period of time as may be
prescribed by law or by the terms of any applicable
special guarantee required by the Contract Documents %
or by any specific provision of the Contract
Documents, any Work is found to be defective,
Contractor shall promptly, without cost to Owner and
in accordance l with Owner 's written instructions,
either correct such defective Work, or if it has been
rejected by Owner remove it from the site and replace
it with nondefective Work.
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DIVISION 2 - SITE WORK
2.1 SUBSURFACE EXPLORATION
Test holes shall be excavated as required to verify
the presence of any existing underground structure:
2.2 EARTHWORK 1
This section covers the work necessary for trenching
and embedment of the underground piping systems.
2.2.1 Excavation
Excavation and shoring shall be in accordance with the
appropriate portions of Section 204.3 of the Standard
Construction Specifications of the City of Portland
Specifications.
2. 2.2 Clearance
There shall be at least 3 ' vertical clearance between
grade elevation and the top of buried pipeline at all
(. points unless otherwise specified, There shall be at
least 12" clearance between the pipeline and any other
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underground structure at all points.
.mess clearance may be used if:
(a) It is impracticable to comply with minimum
clearance requirements; and
(by. Additional structural protection is provided that
is equivalent to the minimum required cover.
2. 2. 3 Pipeline Bedding and Pipe Zone Backfill
•, •
Pipeline bedding shall consist
Pi e t o f natural sand or soil
reasonably free of organic material, mica, clay, and
other deleterious substances as approved.
2. 2.4 Backfill for Lxcavat o1
,•r
Pipelines shall overed first with 6 inches of
`'�p 1 be dovered �h
pipeline bedding material as specified in section
2.2.3. For pipe trench backfill and all other
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backfill areas use a granular backfill material
consisting of approved imported native material or
( material excavated from within limits of the project,
free from vegetation, containing no frozen ground,
clay masses, clods, or rocks greater than I 1/2 inches
for remainder of backfill. Backfilling must be
performed in a manner that protects pipe coating in
pipe zone and trenches.
Compaction of backfill shall conform to 95% maximum
dry density in all paved and structural areas and 90%
in all others and shall be tested in accordance with
•
ASTM D1557 method D. Testing shall be performed by
Owner 's representative at Owner 's cost and request at 1
Owner ' s descretion,
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2. 2.5 Pavement Resurfacing
All pavement, pavement base, curbs, and other surface
• features damaged either directly or indirectly by the
• ( operations incidental to the construction, shall be
resurfaced in accordance with Section 405 of the
Standard Construction Specifications of The City of
Portland.
2. 2.6 Backfill Settlement
C.
Any settlement in backfill or fill which may occur
within a one year period after final acceptance of the
• Work, if determined to be caused by improper
•
compaction, shall be corrected at no cost to the
Owne " . Any pavement damaged by settlement shall be
,
restored to its original condition by the Contractor
at no cost to the Owner.
2.3 GRADING
A (
Uniformly grade areas of work including adjacent
transition areas. Smooth finished surface within
specified tolerances, compact with uniform levels or
slopes between points where elevations are shown, or
between such points and existing grades.
2.4 DISPOSAL OF EXCESS AND WASTE MATERIALS
Remove waste materials, including unacceptable
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• excavated material, trash and debris, and dispose of ,
off the Owners property in an approved landfill site
page 7
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2.5 MAINTENANCE
2.5„1 protection of Graded Areas
(a)
Protect
newly graded
areas from traffic and
erosion. Keep free of trash and debris. ?
(b) Repair and re-establish grades in settled,
eroded, and rutted areas to specified tolerances.
2. 5. 2
Reconditioning Compacted Areas I .
Where completed compacted ached areas are disturbed rb ed b
Y
subsequent construction operations of this Contractor
or adverse weather, scarify surface, re-shape, comp act
P A
to required density and provide other corrective work
as specified, with retesting, prior to further
construction.
pages
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2.6 ASPHALT CONCRETE PAVING
2.6 .1 Quality Assurance •
(a) Qualifications of Asphalt Concrete Producer: use
only materials which are furnished by a bulk p
asphalt concrete producer regularly engaged in
production of hot-mix, hot-laid asphalt concrete.
(b) Establish and maintain required lines and grades,
including crown and cross-slope, for each course
during construction operations.
2.6 .2 Job Conditions •
(a) Weather Limitations: do not apply prime and tack
coats when temperature is below 50 degrees F or
when base is wet. Apply asphalt concrete paving
• only when temperature is above 40 degrees F and
when base is dry.
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(b) Provide flush joints between new and existing
• • asphalt concrete.
•
2.6 .3 Products
2.6 .3.1 Materials
, (a) Minimum Requirements for Rock: State of Oregon
• Highway Division, Standard Specifications for
Highway Construction, Section 703.07, (nominal 2"
minus) . Clean (washed) well graded crushed rock
or gravel with not more than 5 per cent passing
the No. 200 sieve (wet sieve) . California
bearing ratio of the material must be greater
than 50.
1. Base Course Grading: size designation 2"-0.
• 2. Leveling Course Grading: size designation
3/4"-0.
(b) Tack Coat: slow setting emulSified asphalt; use
standard or hard grade as required.
(c) Sterilant: a dry, free-flowing, dust-free
compound containing 30% sodium chlorate and 68%
sodium metaborate, non-poisonouS, non-flammable
and soluble in water , monobor-chlorate granular
or equal (U.S. Borax) .
, )
(d) Asphalt Concrete, Minim um Requirements: State of
Oregon Highway Division, Specifications for
Highway Construction (1974 Edition) Class C
Asphalt Concrete.
2.6.4 Execution
2.6.4.1 Surface Preparation
(a) Aggregate Base Course:
1. Check subgrade for conformity with elevations
and section immediately before placing
aggregate base.
2. Place aggregate base material in compacted
layers not more than 6" thick.
3. Spread, shape, and compact aggregate base
material deposited on the subgrade during the
same day.
4. Compact aggregate base course material to not
less than 98% of the standard proctor maximum
dry density.
(b) Leveling Course: 2" after proof rolling .
(c) Soil Sterilant: apply borate-chlorate soil
sterilant to finished leveling course in accord
with manufacturers recommendations, approximately
4 pounds per 100 square feet.
(d) Proof Roll:
1. Proof roll prepared subbase surface using
heavy, rubber-tired rollers, checking for
unstable areas and for areas requiring
additional compaction.
• 2. Notify Owner of unsatisfactory conditions.
3. Do not begin
be in paving
work unti l lsuc h con-
d�tion s have been corrected and are ready y to
receive paving.
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(e) Tack Coat:
1. equal of
� � � � � �� � �' . �� Dilute material with e ual �parts � water and � � �� . .
apply to contact surfaces of previously
constructed asphalt concrete and similar
surfaces.
2. Apply at rate of 100 to 150 square feet per
gallon.
3. Allow surfaces to dry until material is at
condition of tackiness to receive pavement. "'
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2.6.4. 2 Installation
(a) Provide 3". asphaltic concrete after compaction in
2 -- 1 1/2" lifts.
- (b) Comply with State, of Oregon Highway Division,
Standard Specifications for Highway Construction.
(c) Mix, haul, place, roll, rake, cure, etc. in
acco rdance with Standard Specification for Class
C Asphalt Concrete.
(d) Provide surfaces free of standing water (no "bird
baths") .
2.6 .4.3 Cleaning and Protection
(a) Cleaning: after completion of paving operations,
clean surfaces of excess or spilled asphalt
materials.
• (b) Protection
1. After final rolling, do not permit vehicular
traffic on asphalt concrete pavement until it
has cooled and hardened, and in nb case
sooner than ,6 hours.
2. Provide barracades and war, g s as
_warning devices
q ired to pr p nt.
page 11
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DIVISION 3 - CONCRETE
3.1 SCOPE
. This section covers the materials and work necessary
for the instailtion of concrete foundations and
concrete work.
3.2 MATERIALS
All concrete work and materials shall be in accordance
with ACI 301-72 (Revised 1975) , Specifications for
Structural Concrete for Buildings, except as modified
below. Concrete and steel reinforcement shall be
provided by the Contractor.
3.2.1 General
(a) Any area of concrete found to be defective after
the removal of the forms or not conforming to
these specifications, shall be called to the
attention of the Owner who may require repair or
reject the concrete unit partially or in its
entirety. Rejected concrete shall be repaired or
replaced by the Contractor at no cost to the
Owner .
(b) Transporting and placing of concrete shall comply
•
with ACI 3043R-15 Recommended Practice for
Measuring , Mixing Transporting and Placing
Concrete.
•
(c) Pla cing conc rete in c old weather shall co nf orm
tL
ACt 306-66
Recommended Practice for Cold Weather
Concreting Cold weather is any time
temperatures occur within the condition of ACt
306-66 .
(d) All concrete work performed in hot weather shall
be in accordance with ACI 605. Hot weather is
any time temperatures fall within the conditions
covered by ACI 305R-77.
•
(e) All exposed edges and corners shllohave a 3/4"�'
chamfer unless otherwise indicated
drawings.
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(f) All subgrades shall be properly compacted prior
to placement of concrete. Any soft, loose or
° _ otherwise unsuitable materials shall be replaced
with compacted granular fill (see Division 2) .
• Contractor shall notify owner when subgrades to
receive concrete are ready for, inspection two ,
working days prior to placing of concrete.
4 3.3.2 Concrete
(a) Minimum comcrete compressive strength @ 28 days
F'c = 3000 PSI .
(b) Maximum concrete slump: 4 inches.
(c) Air entrainment: Provide air entrainment; minimum
3%, maximum 6%.
fi
(d) Slab shall alive a troweled finish.
4 3.3. 3 Steel Reinforcement
(a) Steel reinforcing bars shall be new billet steel
conforming to ASTM A615-75, Grade 40.
(b) Welded wire fabric shall conform to ASTM A497
4 (fy=60,000 psi) .
(c) Detail, fabricate , and place reinforcing steel in
accordance with ACT 318-77.
(d) Splices in adjacent reinforcing bars shall be
staggered and so located that no more than 50% of
the bars are spliced in any given plane.
(e) Splices in reinforcing bars shall have the
following minimum splices length:
( Bar Length
#4 12"
#5 13
3.2.4 Testing
,�, Contractor shall retain n the services certified
testing laborato ry for a concrete testing . Concrete
accordance wit , Chapter 3 6„ of the
testing shall be in acc with Chapter
ACT 301-72 ( except as modified below, ;
7 2 �Rev iced 19 75)
Page 13
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(a) Subsection 16.3.3 of Section 16 Testing
Services may be deleted.
(b) Four test specimens shall be made in accordance
with "Method of Making and Curing Concrete Test
Specimens in the Field" , ASTM C31.
(c) Specimens shall be tested in accordance with
sub-subsection 16 .3.4.3 . The remaining specimen
shall be tested at the request of the Owner or
may be used to replace 'a specimen which is ].east
due to breakage or a specimen no meeting these
specifications.
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DIVISION 5 STEEL
5.1 SCOPE
This section covers the material and work associated
with or necessary for the complete installation of
structural steel items including the steel tank shown
on Drawing GPM - 02.
5.2 MATERIALS
( Unless otherwise specified, materials shall conform
with AISC specifications. Contractor shall furnish
all materials covered by this section.
5, 2.1 Carbon Grade Steel
( Carbon grade steel for all-purpose riveted, bolted, or
welded constructions shall conform to ASTM A36 .
5.2. 2 Circular Washers for Common Bolts
These washers shall conform to ANSI B18 .22. 1.
5.2. 3 Beveled Washers
Beveled washers for American standard beams and
channel shall be square or rectangular , shall taper in
thickness, and shall be smooth.
5.2.4 Steel Bolts and Nuts
These shall conform to ASTM A307, or as noted on the
drawings,
( 5.2.5 Welding Electrodes and Rods
4 1
All welding of structural steel will be d one with
E70XX electrodes, in accordance with AWS 0l.1'
5 .3 TANX DESIGN
5.3. 1 General
The Contractor shall furnish complete design design
calculationS, and shop and erection drawings for the
work required under this specification.
Page 15
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Design, shop and erection drawings shall contain
complete information necessary for fabrication of the
• component parts, including the location, type, size,
and extent of all welds.
5 .3 . 2 Design Drawings, Calculations and Shop Drawings
• Design drawings and calculations shall be prepared, .
approved, and stamped by a suitably qualified Engineer
• in the State of Oregon and submitted to the Owner for
review.
The submittals shall be as follows:
(a) Design drawings and calculations 100% complete
for Owner ' s final review.
f
(b) Foundation loads and anchor boTlt p141.
5. 3.3 Design Loads
The following design loads shall be used to design the
tanks:
(a) Dead load - Actual dead load of tank.
(b) Live load - Hydrostatic load to full height of
• tank.
•
(c) Wind load - 1976 U.B.C. basic 25 PSF.
(d) Misc. load - 3004 for mixer attached to tank
• sidewall as shown on, Drawing GPM - 2.
5. 3 .4 Coating
Surfaces shall be prepared as described in Section
5.4.2 and 5.4 .3. Metal shall be primed with United
k Coatings UBA Primer and coated with Vabar colored
sealer . Color shall be selected by Owner. Coating
shall be applied according to manufacturer ' s "
recommendations.
• • 5 .4 EXECUTION
Fabrication shall be in accordance with the appliCable
• provisions of the AISC Specification for the Design,
Fabrication, and Erection of Structural Steel for 1
• Buildings. Workmanship shall be equal to standard ,
page 16
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commercial practice p modern structural shops.
in mode
Fabrication and assembly shall 'be done in the shop to
the greatest extent possible. 4 .
5.4.1 Welding or Structural Steel Work
Welding of , structural steel shall be in accordance
with AWS D1.1.
5.4.2 Shop 4 � ho Painting
9
Except as otherwise specified, all structural
steelwork shall be shop painted in accordance with the
AISC. Surfaces to be welded or bolted shall not be
coated within three inches of the connection
prior to
erection. Surfaces shall be thoroughly dry and clean
when the paint is applied. No painting shall be done I .
in freezing or wet weather except under cover; the
temperature shall be above 450E 'I but not over
900F Paint shall be applied in a professional
essional,
L
manner, and all joints and crevices shall be coated
thoroughly. Surfaces which will be concealed or
inaccessible after assembly shall be painted prior to
assembly. Shop paint specifications shall be
submitted to the Owner for approval prior to
painting. Color shall be selected by Owner.
C
5.4.3 Cleaning
Except as modified herein, surfaces shall be cleaned
to bare metal by an approved blasting 'process
Surfaces that may be damaged by blasting shall ' be
cleaned to bare metal by powered wire brushing or
other mechanical means . Cleaned surfaces which become
,1 contaminated with rust, diret, oil, grease, or other,
contaminants shall be washed with solvents until
throroughly Clean. Steel to be embedded in concrete
r shall be free of dirt and grease. The surfaces, when
assembled, shall be free from rust, grease,l dirt and
other foreign matter.
t Marking
Painted assembly markings shall be located as
' not to fi
affect the strength of the member or cause
concentrations of stress
Page 17 jG
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5.5 AFIELD TESTS AND INSPECTIONS
q
5.5.1 Qualification of Welders
Welding shall be performed by qualified welders. The
qualifications of welders and the duration of
qualification period shall be in accorcance with the
requirements of AWS D1.1. Any welder found to be
producing unsatisfactory work even though he has
passed qualification tests shall be immediately
recertified or replaced with a qualified ed welder.
5.5.2 Visual Inspection of Welding
� Visual inspection of welding may be required while the
--) operators are making the welds and/or again after the
work is completed. After the welding is completed,
welds shall be hand or power wire brushed and
IP thoroughly cleaned before the inspector makes the
check inspection. Welds shall be inspected with
magnifiers under strong, adequate light for surface
cracking, porosity, slag inclusions, excessive
roughness, unfilled crater, gas pockets, undercuts,
overlaps, size, and insufficient throat and concavity.
. q
5. 5.3 Correction of Defective Welds
Weld areas containing defects exceeding the standards
of acceptance in AWS D1.1, shall be corrected at the
Contractor ' s expense and in accordance with AWS D1.l
Section 3.7. Additional testing of the repaired areas
shall be made at the Contractor ' s expense.
C
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Page �18
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DIVISION 9 - FINISHES
d�
o .
9.1 GENERAL
•
•
9 .1.1 Description
n
P
The types of veneer plaster work required include the
following:
(a) Gypsum base and metal stud/furring systems (and
applied to wood studs) .
(b) Veneer plastering on gypsum base.
9 .1.2 Quality Assurance
(a) Fire-Resistance Ratings - Comply with applicable
( UL designs to achieve where fire-rated
constructions indicated (usually as 1-hour or
2-hour)
(b) Standards -- Comply with requirements of the
manufacturer , the Northwest Lath and Plaster \
C Bureau' s Recommendations and Specifications, or
other standards indicated, except where more
stringent requirements are shown or 51:►ecif ied,
9.2 PRODUCTS
9 .2 .1 Materials and Components:
(a) Metal Support Materials: to the extent not
otherwise indicated, comply with ASTM C 754 !
Installation of Steel Framing Members to Receive
q
Screw Attached Gypsum wallboard.
4,•
Studs: ASTM C 645; 25 gage x 3-5/8" deep, except ,
aS otherwise indicated , with standard
manufacturers accessories.
b Gypsum Base for Veneer Plaster: b
( ) YP tee': AS�Ni C 588 N
Y
• ( USG or Georgia Pacific.
( 1. Where used as a base layer, provide gypsum
backin g board complying with ASTM C 442,
veneer base,standard or other Suitable,
'
I d •
wallboar .
k
page 1.9
•
• {
•
A«
2. es
h k
T �.c n s. 5/8" typically, other thicknesses
where specifically indicated or required.
!
3. Length: as required to minimize re end joa.nts. .;
c G sum Veneer Plaster ATM b o G
yp S C 587, . y USG r, P .
(same manufacturer as 'veneer base)„'
(d) Accessories for Veneer Plaster on Gypsum Base:
1. Joint Reinforcing: Provide gypsum base
manufacturers open weave glass fiber tape at
least 2-1/2” wide.
2. At external corners, provide metal corner
bead with smooth rigid nose and perforated
• flanges.
3. For protection of exposed edges around
openings, and where a gypsum base abuts
dissimilar construction provide metal casing
bead.
9 .3 EXECUTION
9.3. 1 Installation of Metal Support Materials:
(a) General
I"
1. Comply with manufacturer ' s installation
instructions and recommendations except where
other more stringent requirements are ,
indicated.
2. Comply with A.s'TM C 754 Installation of Steel
Framing Members to Receive Screw-Attached
Gypsum Board, where interior face of studs is
shown with gypsum base.
a
(b) 'Space f r min (studs, furring channels, ceiling
members) 16" o.c or as indicated. Provide' extra
jamb members, c � members edge members,
and provide rbugh framng openings, as
recommended by manufacturer ,
1. Fasten jamb b studs to metal frames with anchor
. .. te
clips using 2 self-tapping screws or bolts
Pet eip.
b . •\
Page 20
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2. At doors, provide 2, 25 gage studs at each
• jamb and one additional stud not more than 6"
1 from jamb studs, or provide 20 gage studs
adjacent to each jamb.
3. Where 6" x 6" steel plate is provided for
wall hung items, weld plate to face-to-face
channel studs 6" apart.
4. Provide framing on each side of control
joints,'
9 .3.2 Gypsum Board Base Installation:
(a) General Standards:
1. Comply with requirements for fire-resistance
ratings, GA-150 and manufacturer ' s
instructions and recommendations, whichever
is the most stringent.
2. Comply with ASTM. E 497 "Recommended Practice
for Installation of Fixed Partitions of Light
Frame Type for the Purpose of Conserving
Their Sound Insulation Ef f is ier :y" , except
where more stringent requirements are shown
( or specified.
(b) Install ceiling boards in the direction and
manner which will minimize the number of end-butt
joints, and which will avoid end joints in the
central area of each ceiling. Stagger end joints
at least 11-0" .
(c) Install wall/partition boards vertically call to avoid° •end-butt joints wherever possible. At stairwells
and similar high walls, install boards
horizontally with end joints st aggered
over studs.
(d) Form control joints with space between edger of
boards, prepared to receive trim accessoriOs.
. ♦ (e, ) Isolate pe: r imeter
of n
on load bear i ng drywal
l
partitdons dt strn ctur� utments u P rovine
l/4"
( to l/2° sp ace and ed etr m
Page 21.
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(f) Floating Construction: where feasible, including
where recommended by manufacturer, install gypsum
( board with "floating" internal corner
ra. construction, unless isolation of the
intersecting boards is indicated or unless
control or expansion joints are indicated.'
(g) Space fasteners in gypsum boards in accordance
with GA-216 and manufacturer's recommendations,
, , except as otherwise indicated. '
(h) Single-Layer Walls and Partitions: install gypsum
base after installation of ceiling materials,
with screws.
1,
Install water-resistant backing board with un-cut
long edge at bottom of work, and space ?/4" above
fixture floor or lips. Seal ends, cut-edges and
penetrations of each piece with water-resistant
sealant before installation.
9 .3.3 Installation of Trim and Joint Tape:
(a) General: where feasible, use the same fasteners
to anchor trim accessory flanges as required to
h. fasten gypsum board to the supports. Otherwise,
4, • fasten flanges 8" o.c. by nailing or stapling in
accordance with manufacturer' s instructions , and
recommendations. ,
(b) Use single-length metal beads wherever length of
run does not exceed longest standard stock length
available. Miter or cope at corners.
(c) Set beads level, p lumb and true to line with a
tolerance of not more than 1/8" in l0 '-0" I from
A" plumb or level. Shim as rctxired and align fonts
with concealed splices or tie plates.
(d) At external corners, install metal corner beads.
(e) At terminations, provide metal casing beads with
1/8" tape sealant against abutting material,
(f) Install joint tape on gypsum board joints
,f includin ' internal corner's) .ed�
( 9 1 �?� �be ��cover with
veneer plaster, Comply with manufacturer ' s
recommendations for attachment and embedment of
tape in plaster or other joint compound, and for
pre-filling of joints.
Page
22
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9 . 3.5 Veneer Plastering:
t (a) General Plastering Standards: except as
otherwise indicted, comply with plaster
manufacturer ' s instructions, GA-150, and
requirements for fire-resistance ratings,
whichever is the most stringent.
(b) Grounds: where frames and other units in the
veneer plastering act as grounds (not including
trim accessories) for flush plastering, groove 1
f inis h coat at juncture with the other work.
(c) Mixing and Application: machine mix plaster ,
' .. except for small amounts of work requiring less
than one bag of plaster; and apply to substrate
either by machine or by 'hand as required.
(d) Trowel veneer plaster finish-coat to a smooth,
dense finish, except where a texture is indicated.
(e) Plastering:
1. Except as otherwise indicated, apply one-coat
• veneer plaster on gypsum bases and other
surfaces shown or scheduled for veneer
plaster finish or skim-coat plastering.
• 2. Concrete and Masonry Substrate: provide
2-coat application of veneer plaster. Apply
base-coat and finish-coat plaster in separate •
plastering operations, and dry each coat.
9 . 3. 6 Cleaning and Protection:
(a) Remove temporary coverings used to protect other
work.
(b) Re move plaster spillage P rom tl y from door
frames, windows and other adjoining work, T ep air •surfaces shich have been damaged by plastering
work. nor
(c) Installer shall advise Co ntractor
of
procedures for protection of the veneer plaster'
remainder damage er
work fro amage and deterioration at ion n during the
r r of the construction period.
Au
Page 23 p}
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•.
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4
DIVISION 13 - PREFABRICATED METAL BUILDING
4
13.1 REQUIREMENTS
13.1 b 1 General
' Prefabricated metal building used for covering truck •
tank washing operations shall be the product of a
manufacturer who is regularly engaged '.n the
manufacture of metal buildings.
4
13,1. 2 Assembly and Disassembly
The size of the prefabricated components and the
necessary field connections required for erection
' shall be such as will permit easy assembly and
disassembly by means of the building manufacturer' s
0 standard fasteners and construction tools. The
maximum size of any shop-assembled component of the ,.
building shall be such as will permit transportation
from factory to site by commercial carrier.
Components of the metal building shall be fabricated
in such manner that once assembled, they may be
disassembled, repackaged, and reassembled with a
minimum amount of labor and maximum salvageability.
13.1.3 Storage and Protection
Prefabricated components, sheets, panels, and other
manufactured items shall be delivered , stored,
handled, and erected in such a manner that they will
■ • �.' not be damaged nor deformed. Materials stored on the � w
site before erection shall be stacked on platforms or
pallets and covered with tarpaulins or other suitable
weathertight covering. All metal sheets or panels
�. 50 that water might shall be stored `� tex which �►�: �i�� have
accumulated during transit or storage will drain off;
the sheets or panels shall not be stored in contact
with materials that might cause staining . Upon
arrival on the job site, the sheets or panels shall be
inspected; if found wet, the moisture shall be removed
and e k
nd the sheets or panels shall be re-stacked and
protected until us d;
Page 24
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13. 1. 4 Design Requirements
' ( Unless specified otherwise herein, the design of all
,
prefabricated metal buildings shall be tv, accordance
with the Metal Building Manufacturers Association' s
"Recommended Design Practices Manual" . The Contractor
shall submit for approval the engineering design
calculations and stress diagrams of all structural or
load-bearing components.
(a) Normal Design Loads: The vertical live loads, in
addition to the applicable dead loads, shall be
not less than 25 PSF, applied on the horizontal
projection of the roof structure. The wind load '
on the building shall be in accordance with
Uniform Building Code, 1976 Edition for a basic
1 0
25 PSF l- ading for horizontal and uplift
f pressures. The seismic load on the building
shall be in accordance with the Uniform Building
, Code, 1976 Edition, Zone 2. The maximum
( deflection in roofing or roof panels shall not
exceed 1/180th of the span, and the maximum
deflection in siding or wall panels shall not
exceed 1/90th of the span.
(b) Auxiliary Loads: Loads from piping , mechanical,
( and electrical fixtures included as applicable
dead loads. ,
13. 2 MATERIALS AND COMPONENTS
13. 2.1 Steel Framework shall be in accordance with the Steel
, Construction Manual of the Ameiican Institute of Steel
...) Construction. Steel framing less than 3/16 inch thick
shall he in accordance with the American Iron and
Steel Institute' s Light Gage Steel Design .
r Specification. Prefabricated sections of the
• framework shall be designed to assure easy packing,
( shipping , erection, dismantling , repacking, and
re-erection, and shall be assembled in a manner which
will aSsure the maximum strength and rigidity,
• i
13.2 .2 Siding and Roofing: Sheets used for wall siding and
roofing shall he steel having the standard
manufacturer 's configuration. Steel sheets shall be
galvanized and factory prepainted. Galvanize base
metal to 1,25 oz. per square foot in accordance with
ASTM A 446-67. Contractor shall supply owner with
standard colors for selection.
"\ ■
Page 25
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•
13.2.2. 1 Fasteners for Securing Sheets and Panels: Fasteners
for attachment to structural supports and fasteners
for attachment to adjoining sheets or panels shall be
as approved , and in accordance with the manuf acturer"s
'1 recommendation. Unless specified otherwise herein,
the fasteners shall be either self-tapping screws, r .,
bolts and nuts, self-locking rivets, self-locking x:
bolts, end-welded studs, bolted or riveted studs, or
step rivets held by aluminum straps. Other types of '�
fasteners of the building manufacturer 's standard type
may be used if prior approval is obtained. The
fastening system, shall be designed to withstand the
design loads specified. Fasteners shall be stainless
steel, cadmium-plated steel, or aluminum. Fasteners
(� shall have integral Hex washer heads and shall have
polymerized chiorphene washers
13.2.3 Sheet, metal accessories: All sheet metal accessories
shall be factory prepainted and galvanized to the same
specifications as roofing and siding. See paragraph
13.2.2.
l3.2.31 Caps, Strips, and Plates: Ridge caps, eave and edge
strips, fascia strips, miscellaneous flashings, and
miscellaneous sheet metal accessories, unless
specified otherwise, shall be formed from the same
material and gage as the roof covering. Wall plates,
base angles or base channels, and other miscellaneous
, members may be standard structural steel
framing embers m (
shapes, or they may be formed from steel not lighter
than 16 gage
s�«
13.2.3.2 Gutters shall be provided complete with m itered
corners, that
end pieces, and any special pieces tha4. may
q ,gutters sections �.
,., `� be formed in c.
in length.not less � �ta�:n 8 feet i
be required.� �'he ut
y
s shat. �� �t�.o
g The ends of each
length shah, be joined with riveted and soldered
t{ joints ur riveted and seal ed joints, except
that
expansion-type s slip joints shall be provide d at
the
center of the runs, unless specified otherwise. ,
� - � � � � � .,��� .
Gutters shall be installed below the slope line of
roof , so that snow and ice can slide clear . Gutters
shall be supported on ha n er of. a n approved v-ed
type,
spaced not to exceed 36-inches on centers. Hanger
s
fastenings shall con
and �a�st � ys''� all be constructed of metal:
compatible with the gutters
Page 26
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13. 2.4 Miscellaneous Accessories
13. 2.4.1 Closure Strips shall be formed of approved compressed
rubber , systhetic rubber, bituminous impregnated
materials, or metal of the same respective types as
the roofing and siding, and as standard with the
manufacturer. Molded closure strips shall be free of
open voids and shall not absorb or retain water . ' •
• Closure strips shall be formed to match the
corrugations or configurations of the roofing or
siding being used and .shall be provided where V
indicated and where necessary to provide weather-
tight construction.
13.2.4. 2 Joint Sealing material: All side and end laps shall
be sealed with Type IT Class B ribbon form sealant
equal to or exceeding the performance characteristics .
• of specification MIL-C-18969. Minimum sizes of
ribbons shall be 3/32 inch by 1/2 inch for rectangular
• areas and 1/4 inch diameter for circular areas. All
joints at accessories and flashings shall be sealed in
a manner similar to the sealing of sheets and panels.
Bituminous type sealing materials shall not be used
with painted painted sheets and panels.
13. 2.5 Doors; Provide standard 3' wide, hollow metal mandoor
in location shown on plans.
13. 2.6 Shop Painting: All ferrous metal work, except zinc-
coated work, aluminum-coated work, and work specified
to be painted hereinbecore, shall be (1) cleaned of
all dirt, rust, scale, loose particles, grease, oil, "
and other deleterious substances, (2) given a coat of
pretreatment primer conforming to Specification
MIL-P-15328 applied to a dry film thickness of 0.3 to
0.5 mil or chemically treated with a phosphoric type
cleaner , and (3) then be given one coat of an approved
rust-inhibiting primer paint of the type standard with
the metal building manufacturer .
13. 2.7 Dissimilar materials: Where aluminum surfadeS Come in
contact with ferrous metal or other incompatible
metals, the aluminum surfaces shall be kept from
direct contact by one of the following methods:
(a) Painting the incompatible metal with a coLting of
heavy-bodied bituminous paint conforming to
specification MIL-P-6883;
Page 27
•
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winni
(b) Painting the incompatible metal with a prime coat
of zinc-chromate primer conforming to
4 specification TT-P-645, followed by one or two
coats of aluminum metal-and-masonry Feint, or
other suitable pro'cective coating, excluding
those containing lead pigmentation;
(c) An approved nonabsorptive gasket; '
(d) An approved calking placed between the aluminum
• and the incompatible metal.
If drainage from incompatible metal passes over
aluminum, the incompatible metal shall be painted by
4 method (a) or method (b) . Aluminum surfaces in
contact with concrete shall be painted by method (a) .
13.3 Erection: Concrete foundations shall be lee1 and
true, and shall be inspected and approved before the
structural steel work is started. Anchor bolts shall
4 be installed while the concrete work is in progress;
templates or other gaging devices shall be used to
assure accurate spacing of the anchor bolts. Defects
or errors in fabrication of components, which can not
be corrected in an approved manner, shall be replaced
by nondefective members at no additional costs to the
( owner . Columns, rigid frames, and walls of self-
framing buildings shall be plumbed in both directions,
guyed and stayed, and all framing elements shall be
• accurately spaced to assure the proper fitting of
• prefabricated wall and roof coverings.
Ilk
1 -w
13. 3. 1 Rigid Frames , Column bases and Sill Members shall be
set accurately, using a non-shrinking grouting mortar
• to obtain uniform bearing on the concrete and to
maintain a level base line elevation Anchors and
anchor bolts for securing rigid frames , columns, or
sill members to foundations shall be steel, unpainted,
Set accurately to templates, and of proper site to
adequately resist all applicable design loads at the
base.
13. 3. 2 Wall Construction; All sheets or panels shall be
• applied with the corrugations in a vertical position..
sheets or panels shall be supplied in full wall
heights from base to eave with no horizontal joints
• except at the junctions of door frame, and similar
0 page, 28
1 • •
• ) 1'01' •
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•
locations All side and end laps shall be sealed with
the joint sealing material specified hereinbefore.
(
� All walls shall be flashed and/or sealed at the base,
at the top, around door, and all other similar
openings. The placement of closure strips, flashing
and sealing material shall be accomplished in an
approved manner that will assure complete
weathe:tightness. Flashing will not be required where
approved "self-flashing" sheets or panels are used
Minimum end laps for all types of sheets or panels
shall be one corrugation or one, configuration.
13.3.3 Roof Construction: All roofing sheets or panels shall
be applied with the corrugations, ribs, channels, or �� .
other configurations parallel to the slope of the
roof . The roofing sheets or panels shall be supplied
in full lengths from ridge (or ridge panel) , to eaves
with no transverse joints except at the junction of '
ventilators, curbs, skylights, chimneys, and similar ,
I openings. All side laps shall be laid away from the
prevailing wind, and all side and end laps shall be
sealed with the joint sealing material specified
hereinbefore. The roof shall be flashed and sealed at
the ridge, at eaves and rakes, at projections through
the roof, and elsewhere as necessary. The placement
of closure strips, flashing , and sealing material x.o
shall, be accomplished in an approved manner that will
assure complete weathertightness. Minimum end lap
s• hall be be 8 inches and minimum side lap shall be one
full corrugation.
•
•
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Page 29
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n a
1 , DIVISION 15 - MECHANICAL
15.1 SCOPE OF WORK
This section covers the work necessary for furnishing,
installing and testing of the piping and associated
fittings. All relevant sections of ANSI B31.3-1973
fr and API 1104 are part of this division. '
15.2 MATERIALS
15. 2.1 General
Materials which are to be provided by the Owner will
be provided on schedule as outlined below and as
outlined by the Owner at the Pre-ConStruction
ir Conference. When this schedule is not met, the
Contractor shall fabricate piping per direction of the
Owner. Costs of installation of missing equipment
will be deducted from the Contract Price in accordance
with the Contract Provision,,
All materials and equipment shall be of good quality
and new, except as otherwise provided in the Contract
Documents. If required by Owner, Contractor shall
• furnish satisfactory evidence (including reports of
required tests) as to the kind and quality of
Contractor furnished materials and equipment.
All materials and equipment shall be applied,
• installed, connected, erected, used, cleaned and
conditioned in accordance with the instructions of the
• applicable manufacturer , fabricator , supplier or
distributor , except as otherwise provided in the
Contract Documents.
• Whenever materials or equipment are specified or
• uescribed in the Drawings or Specifications by using
the name of a proprietary . tem or the name of a
particular manufacturer , fabricator , supplier or
distributor , the naming of the item 18 intended to
establish the type, function and quality required.
Unless the name i8 followed by Words indicating that
no substitution i5 permitted, materials or equipment
of other manufacturers , fabricators, suppliers or
• diStribUtors may be accepted by Owner if sUfficient
information i8 submitted by Contractor for Contractor-
furnished materials and equipment to allow Owner to
determine that the material or equipment proposed is
• equivalent to that named.
•
Page 30
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114 (
15. 2.2 Pipe , Valves and Fittings
The piping shall be as specified in Piping
Specification sheets #PS-1 through PS-2.
0 15. 2.3 Pumps
Pumps and motors mounted as units on bases will be
( supplied by Owner at the job site.
15. 2.4 Mixer
Mixer will be supplied by Owner at the job site.
15. 2. 5 Gangway
Gangway shall be supplied by Owner to the job site.
15.3 PIPING
15.3.1 Waste Piping
All piping from waste collection manifold shall be 3"
sch 80 PVC sloping down to concrete tanks. Long
radius ells shall be used for all standard bends. All
joints shall be solvent cemented in accordance with
ASTM D2855.
15.3.2 Pipe Identification
All above ground waste piping at waste collection
• manifold shall be painted according to the following
schedule:
Red - Concentrated phenolie resin
kc' Green - bump
White - Concentrated urea resin
Blue - Miscellaneous tank
Proposed paint colors shall be presented to Owner for
• approval.
15. 3. 3 Hydrostatic Testing
a I
All underground piping shall be hydrostatically tested
before burying . No pipe shall be buried or otherwise
be made permanently inaccessable without the
Contractor first giving the Owner 48 hours notice.
•
7
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Page 31
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15.3.4 Underground Steel Piping
Underground steel piping at waste collection manifold
shall be protected with vinyl tape wrap. The vinyl
tape wrap shall be of either polyethylene or polyvinyl
choloride material. The tape shall be of 14 mils
total r. thickness including 4 mils adhesive thickness
The tape shall be applied with no less than 50%
overlap over a primer.
•
15.4 PUMPS AND OTHER. EQUIPMENT . L:
Pumps and other equipment, including tank mixers,
walkway, etc. , shall be carefully stored, protected
(„ from the weather , handled, installed and prepared for '
start-up per the Manufacturer' s instructions and per
direction of the Owner . Once the Contractor accepts
delivery of any equipment, the Contractor shall be
responsible for any damage to that equipment due to "
his negligence.
15.5 IN-GROUND CONCRETE TANKS
15. 5.1 Tanks
In-ground concrete tanks shall be constructed from
• concrete pipe manufactured by Town Concrete. Pipe Inc. ,
to ASTM C-478 .
15. 5.2 joints
Neoprene gasket joints shall be used for 11 ft.
diameter pipe. After installation and coating , joints
shall be sealed with neoprene sealant.)
15.5.3 Pipe Connections
Pipe connections to tanks shall be grouted and coated
then sealed neoprene
_. aled �with neo rene �to form a water tight � � � � � � � � � � ,
connection.
15. 5.4 Coating
Walls ls and base se if each tank shall be coated a a
e d with
it h
fn i ted Coa tin g Uni Clad 4 2�� All loose material
and II
dirt shall be r e noved prior to coating and other ,
' surface
preparation recommended nd:
ed by manufacturer.c
tur
PL .
Coating shall be applied to manuf acture r ' s
specifications. Contractor shall inform Owner it°
writing 48 hours prior to applying y in g coating. ,
h I
Page 32
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15.5.5 Hydrostatic tests
After i st a l 1 tion and coating,
' tanks shall be
r I
hydrostatically tested by filling too ver
overflow and left
for 24 hours to test for leaks. After testing, all
leaks shall be repaired. The Contractor shall give
Owner 48 hours notice of test. •
( 15. 5.6 Covers
I ,
Tank covers shall be shop manufactured by Town
Concrete Pipe Co. and have 2° manholes and manhole
covers.
15.6 EQUIPMENT ROOM
Mount two 16" x 24" grills on exterior wall of
equipment room. One to be 6" up from concrete slab,
the other 6" down from ceiling.
Mount 10" ID chimney for hot water heater to conform
to Section 914 of Uniform Mechanical Code.
/A
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Page 33
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t Provide one (1) Henico model HXM-24 manually operated gangway.
Gangway shall have adjustable length from 8' 2 1/4" (max. ) to
5' 2 1/4" (min.) and width of 2' 0" .
-
Gangway shall be rigid all welded cons truction with non-skid
open bar grating walkway surface. Finish shall be zinc rich '
coated. .,
• r I ' 4 1
and shall fo:i.d �back to
Range of level adjustment shall be 2' 4" an
vertical for clearance.
' q
step-by-step
� d com fete
Prints for installation and erection, and g
( installation, operating and lubricating instructions
shall be
f urn ished.
Supplier: Henico Industries, Inc.
2408 Karbach
Houston, Texas 77092 ,
I ,
Pumps
Waste, transfer pump
One (1) Peabody Barnes model 1PC-1-0. 5 SSSQ, 1" , progressive
cavity pump with steel baseplate, flexibel coupling, guard and
1/4 h.p., 230 r.p.m. , single phase motor or equivalent.
Supplier: Triangle Pump and Equipment Co.
11337 S.E. Hwy 212, Unit N
Clackmas, Oregon 97015
Sump pump
One hydromati c sum p pump m od ed 08P-33A w ith automati o' pressu re
switch 1evul controls or equivalent.
(N\
Supplier: Hydromix,
p romi.�, Inc.y
2425 'S.E. Ochoco
Milwaukee, Oregon
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Page 34 ,
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QUIPI,IEtils SPEC FIIC A.T!O AGITATORS
PROJECT PROJECT No
GEORGIA PACIFIC TRUCK WASH
BY DATE ISSUE No.
011 9/21/80 1
•
,
•
EQUIPMENT No. FLC►WSI-TEET No.
•�'' � PERFORMANCE
•
• BLEND D SUSPEND REACTION
DISSOLVE-
I S S OL V
E
EXTRACT
CT O H R
SOLI DS YES A
CONTINUOUS BATCH FLOW or CYCLE
YES
; ' VESSEL No,
•
VESSEL SIZE and DIMENSIONS --
20° DIAMETER X 12 ° HIGH, 10 ° LIQUID DEPTH 4
VESSEL BAFFLES ,
NONE
T
COMPONENTS: BIOLOGICAL AND RESIN SOLIDS
° r QUANTITIES :i 300 mg/1
SPECIFIC GRAVITY' 1.1
VISCOSATY: 1 cp
•
AGITATOR TYPE
LIGHTNIN:. MODEL NLD 7-2 0 0
MATERIALS of CONSTRUCTION !SEAL -'
316SS SHAFT AND IMPELLERS
IMPELLER TYPE TDIAIVIETER BLADES
DUAL 316SS A-100 TWO .. ...,
RPM DUTY HP POWER SUE PLY
240 rpm CONTINUOUS 2 hip. 208V3 60 i2
, SPEED CONTROL
5TO1 gear d--;.ire
DEGREE of AGITATION - FOAM
REMARKS
LIGHTNIN MODEL NLDG-2 0 heavy duty, high flow electri c g e ar drive
mixer with 31655 wetted parts. per 't16119, or equivalent
including: TEFC, chemical plant type:. motor
p �
'( Lower. aluminum housing ;
5 : 1 gear drive grease lubricated for 5 year
nominal operation
Angle riser
Dual 31655 A-1001 super pitch impellers with
lower stabilizing ring
1 1/2 X 1051° long 31685 shaft
•
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Alai dace neaaa.O.4 ow,1M.eaw aa�a waamwR►'
MAX. TEMPERATURE 200 F MAX. PRESSURE Hydrostatic
Galvanized ,"steel Pipe
SIZE RANGE
RANGE
SPECIFICATION Galy. C.S, �,...�..�
` 9 AST A-120 _ ..
END PREPARATION Screwed ",
4: SIZE RANGE 1/2" 3
SPECIFICATION 150 lb N.i.
STD. FITTINGS Screwed _
• 0 BUSHINGS 150 7.1____.1_,D.
z COUPLING 150 lb. gale. ,
150 lb. galv, ,
1- UNIONS ,
PLUGS I ��
1.1e
FLANGES _...,._.:
GASKETS .—
BOLTS VI. i
SIZE R NGE See Valve .r-- '��
1�i GATE • ,pr, •
• W GLOBE ` 4,
I.
> CHECK - yi
•
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BALL _.- �_. IP,
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Waste collection manifold piping shall have vinyl tape wrap, k.• ,. •
vinyl tape shall be either polyethylene or polyvinyl chloride• "� , r,
y . s �
material. The tape shall bye of 14 mils total thickness �'', e
4 including 4 mils adhesive thickness' The tape shall be I, yyy
pppIif
�hi
applied with no less than 50% overlap, s''` ir
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• no, date by revisions app'd
ro eCt
p J Georgia Pacific '�it�ard� ;.
retort; johrson d Ii inc.
piping speciTicBt ions l' i ,'
consulting engineers ,
portiand, ore n' preparea Dy appr&d date dwg no ,
oregon 26/'84
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PVC Pipe
SIZE RANGE All
• , [ASTN D1785
,SPEC;I SPECIFICATION
1.. w Sch 80 PVC
or
SEND PREPARATION Plain
•
( SIZE RANGE All �:
/ , SPECIFICATION Socket Weld
STD. FITTINGS —
0 BUSHINGS Socket Weld
Z COUPLING Socket Weld
I- UNIONS Socket Weld '
•
C ~ PLUGS —1F-PVC-Threaded
M1. —
FLANGES —
, li b. ,
GASKETS
BOLTS
SIZE R N G 1"
r k GATE
0
GLOBE '
11J
I1
.J CHECK I:
BALL. ;
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( F.- ,
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PVC pipe shall be sheathed with one size larger galvanized
steel pipe under grade beam and gangway foundation.
,'Y
.. IIIIIIIIIIII
M�
no, date by revisions app'd
project
. �
[ eton Johnson ode!! inc. p eorgia - P
acific, Tigard
pipit-1g speCTilcat tons
consulting engineer's
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portly lid i aregort prEpared–b-y 7 spprdved date 'dvvg.no
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1
N 16 - ELECTRICAL
DIVISION
t)r4
16 .1 GENERAL PROVISIONS
16.1. 1 General Instructions
Instructions to Bidders, General Conditions and
Division 1, General Requirements are, by rei erence, a
part of this Division and shall govern the work under
this Division as applicable.
1,
16 .1.2 Work Included
(a) Provide all items, articles, materials,
equipment, operations and/or methods listed,
° N mentioned, shown and/or scheduled on the drawings
and/or in these specifications, including all
labor services, permits, fees, and incidentals
' n d, necessary and required to perform and complete ,
the electrical work described in this section.
(h) The Electrical General provisions, by refere'nce,'
are a part of all subsequent sections of Division
6 and apply as fully as if repeated each
(c) advise subcontractor , supplier, and vendors M ' ,
involved in the work specified in this section of
the applicable requirements.
16 . 1.3 CONTACTOR FURNISHED SHOP DRAWING I ! f
(a) Within seven calendar days after award of the f`
contract ,!c � � � • � � '' 4 1 fir i
contract , submit to Engineer for review, full
technical and descriptive Shop Drawings data on
proposed materials.. Submit five copies all at
/
Prop°�
one time, and in bound form with table of
A, contents and index tabs corresponding, to the list
itemized below.
} a
4 I
. (a) For each above item submitted include the
manufacturer , type, style, catalog number ,
complete specifications, certified dimerlsior ,s,
and description of physical appearance.
General l
catalogs will not be accepted. Reproduction of
c atalog data sheets shall be clean and legible to
o
Show all details.
• r
111
Page 35
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(c) Submit with each copy a transmittal letter
verifying that all included equipment submittals
have been carefully considered for quality,
dimensions, function, and have been coordinated
with the Drawings and Specifications. Contract
shall guarantee that proposed materials will meet
or exceed the quality and function of those
specified.
k (d) Required Drawings
1. Panelboards
2. Light Fixtures
3. Wiring Devices & Plates
16. 1.4 Substitutions:
Requests for approval of substitute materials shall
h - include complete specifications, dimensions,
manufacturer and catalog number for each item for
which approval is desired.
16 .1. 5 Contractor Responsibility
Acceptance of the data for substitution and shop
drawings shall not eliminate responsibility for
compliance with the drawings or specifications unless
specific attention has been called in writing to
proposed deviations at the time of transmital of the
data. Nor shall it eliminate the responsiblility for ;
freedom from errors of 4iny sort in the data.
16. 1.6 Guarantee
Furnish, prior to application for final payment, three
copies of written and signed guarantee effective for a
period of one year from date of completion and
acceptance of entire project; agree to correct, repair
and/or replace defective materials and/or equipment or
the results of defective workmanship without
additional expense to the Owner .
16 .2 BASIC MATERIALS & METHODS
04,
16 .2.1 Codes
Do all work in accordance with regulations of serving
. , electric utility, National Electrical Code 1978,
National Firecodes, and other applicable code8.
t %
Page 36
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( I o I
irimmummummiummumumummummummima
•
16 .2.2 Work of Other Divisions:
(a) The following items will be furnished and
installed division stalled under another d�.�r�. of the work.
Work under this division shall be conducted in a
manner to cooperate with the installation of such
equipment or items.
(. 1. Mechanical equipment motors to be furnished
and mounted under another division but
connected under this division.
h 1
2. Control wiring for mechanical equipment
beyond provisions shown on the Electrical
Drawings.
16 .2.3 Wiring and Mechanical Equipment 'J
Conduit, wire and circuit breaker sizes for mechanical
equipment are based on the equipment ratings of one 4;
manufacturer . The equipment actually furnished may be ,
of a different brand with different electrical
characteristics. Conduit, wire and circuit breakers
shall not be ordered or installed until exact
electrical requirements are obtained. Responsibility
for this coordination shall rest with the Contractor .
16 .2.4 Completion and Testing .
Complete each system as shown, or specified herein and
place in operation except where only roughing-in or
partial systems are called for. Each system shall be
tested and left in proper operation free of faults,
shorts or unintentional grounds.
16.2.5 Layout and Coordination +'
(a) Electrical drawings are diagrammatic indicating
approximate location of outlets, lighting
fixtures, electrical equipment; etc. Consult the
Architectural, Structural and Mechanical Drawings
to avoid conflicts with equipment, structural
members, etc. When rewired make all deviations
members, required,
x from Drawings to make the w. for
building as constructed and to related work of
, ' others. Minor relocations ordered. prior to
installation s
allai ion ma y be made without added cos t
to ��
I
Own ax .
Page 37 j b
4
(b) Call to the attention of the Engineer any error , ,
conflict or discrepancy in the Drawings and/or
4 Specifications. Do not proceed with any,
questionable items of work until written
clarification of same has been made.
(c) Supplementary details and, plans may be supplied.
. a s requited and they will become a part of the r
4 contract documents.
(d) Coordination of work with other crafts employed
on the project is mandatory.
r
(e), Under no conditions are beams, girders, footings
4 or columns to be cut for electrical items unless
so shown on Drawings or written approval obtained
from the Engineer.
■
(f) Arrange work to reduce interruption of any
existing services to minimum. When interruptions
4 are unavoidable, consult Owner or Utilities
involved and agree in writing , with copy to the
h Engineer upon mutually satisfactory time and
duration.
r ,
(g) Verify the physical dimensions of each item of
• 4 electrical equipment to fit the available space
and promptly notify the Engineer prior to
roughing-in if conflicts appear . Coordination of
equipment to the available: space and to the
access routes through the construction shall be
the Contractor' s responsibility.
16 . 2.6 Materials
•
(a) All material shall be new and bear manufacturer ' s
named model number, electrical characteristics
and other identification. All equipment to be
U.L. approved if applicable. ■
(b) Material and equipmen t shall be standard product
of manufacturer regularly engaged in production
� similar
material for at leas t five years
F
unlessrec specifically and shall be
manufacturer ' s latest design. ;
Pag e 38
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Y
• 16. 2. 7 Protection of Work
(a) Electrical work and equipment installed under
^N this division shall be protected against damage
by other trades, by weather conditions or any
other cause as a part of this work. Equipment
found damaged or in other than new condition will
• be rejected as defective.
(b) Panels and switchboards shall be kept t covered ver d
or
•
clbsed to exclude dust, dirt, splashes of
plaster , cement or paint, and shall be free of
all such contamination before acceptance.
Enclosures and trims shall be in a new condition,
• t free of rust, scratches or other finish defects,
and if damaged shall be properly refinished by
Contractor in a manner acceptable to the Engineer.
(c) All other electrical equipment shall be similarly '
protected and left in new condition at the time
of acceptance.
• (d) Wire and cable shall be suitably protected from
weather and damage ,during storage and handling
and shall be in first-class condition when
installed.
(e) Damage to equipment caused by the Contractor or
his subcontractors shall be repaired by the
Contractor to the satisfaction of the Engineer at •
r no additional cost to the Owner.
( 16 .2. 7 General Installation Methods
`' t (a) Provide trenching, backfilling, compaction,
repaving , or other site restoration as required
by the work done in this division Minimum
trench depth shall be 24 inches unless other
noted:
x .
(b) Install a 6 inch wide yellow vinyl tape with
lettering "Caution: Buried Electrical Line
Below" 18 inches above all buried conduit not
embedded under structures.
(c) Backfill material for all trenches under paved
areas shall be coarse sand
Fill trenches to top
subg.. :. e with compacted sand. compaction
,
of ub r��� p Use com t
R by water method.
Page 39
(
� a
•
•
or notching shall be kept to an absolute t
(d) Cutting g P
minimum and done in a method approved by the
Engineer. Patch and " correct finished surfaces
damaged by electrical work.
•
•t t (e) Panels and equipment sha11 be level and plumb .and
installed parallel with structural building
• lines. All indoor equipment and enclosures shall
be NEMA-I
(f) Panel interiors shall fit tight to trims.
Switchgear panels and all electrical enclosures "" .
shall fit neatly without gaps, openings or 4
distortions. Provide approved devices
for . .
closing all unused openings.
r P'
(g) Arrange branch circuit wiring as shown on the
Drawings and do not alter or combine runs or
homeruns without the specific approval of the '
Engineer. Feeder runs shall not be recombined or
altered.
(h) In general, the mounting heights shall be as
noted on the Drawings or as listed below, the
drawing notes taking precedence. Where no
heights are indicated, request clarification from
arC the Engineer. Consult the architectural,
mechanical and structural drawings to avoid
° conflicts prior to roughing-in. All dimensions
are to the center of the device unless specified
• otherwise. Lighting dimensions are to the bottom
of suspended fixtures. .
Light Switches 42 inches
Convenience Receptacles 12 inches
Panelboard to top 72 i�xio hres
i The location and method for connecting to, each
( item of equipment shall be verified prior to,
roughing-in. The voltage and phase of each item
of equipment shall be checked before connecting
Motor rotations shall be made_ in the proper
d ir
ec tion� ,
Pump motors are to be e
es run until
liq uid ay in th e s y stem. �nd. pro proper lubrication ,t
o �, q
all bearings in unit is checked.
r „
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{
•
•
•
16.2. 8 Labeling
(a) Clearly and properly label, the complete 1
electrical system to indicate the loads served or
the function of each item of, equipment provided
under this work.
•
b
'Provide
typewritten
bran
panel schedules
wzth
. protective cleary transparent covers accounting
for every breaker installed. Use actual
designations assigned by� name or nor rr 'near
on , not the designations ations
completion o� the, work and � n th des�.gn
o the construction drawings.
. 16 .3 ELECTRICAL RACEWAY
16.3.1 Application
P cation
p
(a) Schedule 40 may be used in poured
) 5ch ule PVC conduit ma
concrete construction and all other underground
locations unless noted otherwise on the drawings.
(b) Intermediate metal conduit or rigid aluminum n
conduit may be used in all above ground exterior;
locations.
( (c) Electric metallic tubing may be used in all dry
and protected locations.
(d) Flexible metal conduit will be permitted only
where flexibilitY y is necessary. Flexible eKib le metal
conduit shall be used for connection to all
equipment subject to movement or vibration such
as motors and transformers, and shall be 3/4 inch
minimum diameter and a minimum of eight (8)
inches in length.g All flexible metal conduit
exposed to the elements shall be liquid tight.;
(e) Rigid steel conduit shall be used in buried
locations as indicated subject to mechanical,
damage.
6, Electrical wiring raceways and enclosures shall
be U.L. approved throughout:
i
i
Page 41.
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16.3.2 Fittings
(a) Rigid and intermediate metal conduit shall be
coupled with threaded fittings. Ends shall be
bushed with insulating g atin bushings equal to T&B
I
q
series.
(b) Connectors and couplings for EMT shall be
t concrete tight indent or set screw type with
insulated throats on connectors. Connectors •
larger than 1-1/4 inch shall have T&B 200 series
�:; insulating bushing.
t....!". 16.3,3 INSTALLATION
(
I
(a) Ends of metal conduits shall be reamed and left
free of burrs. Provide pull boxes where shown or ,
required to limit the number of bends in any
conduit to not more than three 90 degree bends.
Use code gauge boxes of required size with
removable covers' , installed so that covers, will
be accessible after work is completed. Verify
with the Engineer any locations in finished areas.
(b) All conduits crossing expansion or seismic joints
where encased in concrete shall be provided with
appropriate fittings which permit movement, equal
. to 0--Z Manufacturing Company, Type EX or DX
(c) Conduits
le shall not be supported from pipes.
(d) Conduit stubbed from a concrete slab or wall to
serve an outlet mounted on a table or to supply a
machine shall have rigid conduit coupling flush
with the surface of the slab. Provide' plug or
cap where conduit is to be used in future.
'
(e) PVC conduit shall not be ins talled under roadway
s ,
or areas subject to heavy vehicle traffic, 90
degree elbows larger than one inch shall be
al rigid Provide ground .
g var�i.zed r gzd condua.t. Provide a wire II
uantitie_�cin�indicated conduits not include
d�.ca all PV do n
sized code in all iP conduits. Conductor f"
ground wires unless otherwise,,
noted.
I ;
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Page 42 i.
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16.4 WIRES AND CABLES
/
4 16 .4.1 Materials
(a) No. 10 or 12 AWG conductors shall be Type "THIii"
insulated, soft drawn solid copper. No 8 AWG
and larger conductors shall be Type "THW"
insulated, soft drawn, Class B stranded copper. NJ
.minimum conductor size shall be No. 12 AWG unless
• otherwise noted.
(b) All wire and cable for feeder circuits shall.
conform to the latest requirements of the current
edition of the NEC and shall meet all ASTM
Specifications. Wire and cable shall be new,
shall have grade of insulation, U-L label voltage
and manufacturer's name permanently marked on t
• outer covering at regular intervals and shall be
• delivered in complete coils or reels with
identifying size and insulation tags.
16 .4.2 Splices and Terminations
0
(a) Splices shall not be made in main power circuits
,
between major pieces of equipment, e.g . ,
secondary of power transformer to switchgear.
Splices shall not be installed in a conduit or
wire way. If a splice is required, the
Contractor shall provide a junction box for the
• splice in an accessible area Splices are to be
made up complete promptly after wire installation.
Single wire pigtails shall be provided for
fixture and device connections. Wire nuts may be
used for fixture wire connections to single wire
circuit conductor pigtails.
(b) Splices shall utilize Scotch "Hyflex" or "Ideal"
wing nut connector installed properly, Splices
for No. 8 and larger wires may be made with
• approved pressure type connectors equal to T&B
series 54000. All taped joints shall be with
Scotch "33" or equal applied in half-lap layers
without stretching to deform.
• (c) Insulation shall be removed with a stripping tool
designed specifically for that purpose„ A Pocket
knife is not an acceptable tool. All 4.._!onductor
• strands shall be left nick-free and all strands
intact.
Page 43 •
tethig
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•
16.5 OUTLET BOXES
Y '., 16 .5.1 Boxes •
(a) Outlet and junction boxes shall be sized in
accordance with code requirements or as noted on
the drawings.
(b) Unless otherwise specified or shown on the
t drawings, all outlet boxes shall be standard
•
knockout outlet boxes manufactured by Appleton,
National, Steel City, or equal. Gangable boxes
are not acceptable. Outlet boxes shall not be
' smaller than 4" in diameter and 1-1/2 inches in
depth, unless otherwise noted. All outlet box
covers, rings, or other fittings shall be
galvanized. Devices which are exposed to the
h '
weather shall be mounted in cast metal boxes.
16.5.2 Mounting
Outlet boxes installed shall be designed for the
intended use, and shall be installed flush with finish
surface lines or not more than 1/8 inch back ' and shall
be level &:1d plumb. Long screws with spacers or shims •
for mounting devices are not acceptable. No
combustible materials shall be exposed to wiring at
outlets.
16 . 6 SWITCHES , RECEPTACLES, OTHER DEVICES
•
•
16.6.1 Devices and Plates
(a) The following list of wiring devices covers the
most commonly specified items and establishes the
grade of device,. Should the Drawings indicate a
device other than those listed herein without
reference to catalog number , such device shall be
k of same
grade and manufacturer as like devices.
Comparable grade devices to those listed herein
manufactured by Bryant, Arrow Hart; Pass.
Seymour , General Electric, Leviton Slater are
approved.
Single Pole Switches Hubbell 41221
u Duplex Outlets qubbell 45362
(b) All wiring devices and plates to be specification l
p_ � ..
grade. Receptacles' shall be mounted vertically.
Stitches shall not have brand name or other
markings on handle.
Page 4( I
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16.7 DISCONNECTS
16. 7.1 Construction
(a) Safety and disconnect switches to be NEMA Type HD
(Heavy Duty) quick -make, quick-break, dual rated, •
and of such electrical characteristics ;as
required for the load served. They, shall be of
� same manufacturer as supplies the rest of the
power distribution equipment. Switches to have
defeatable cover interlock. Motor rated toggle
switches equal to Hubbell, #1221 may be used as ,
motor disconnects in dry locations for single • •
phase loads.
(b) Disconnect switches as required by code to be
installed whether or not specifically shown on
the Drawings.
16.8 G . OUNDING
16.8 .1 Equipment to be Grounded
Ground all electrical equipment, raceways and
enclosures in accordance with code rules and
established safety practices.
16.8 .2 Connections
Ground connections to cold water pipes shall utilize
cast bronze connectors equal to Race 42531 or 253 (b)
Buried splices and connections shall be cadwelded.
16.8 .3 Methods
Grounding shall be made to cold water piping or as
detailed and noted on the drawings. Cold water pipe
grounds shall be installed where accessible for future
I inspection and servicing . Install grounding
" . k. conductors in approved metallic raceways unless
specifically shown or specified otherwise.
16 .9 BRANCH NC CIRCUIT PANELBOARDS
16. 9 .1 Construction
s ah factory p s . l ed .using
(a) � panel. 1 � alt he factor pre-assembled � � � � � � � �� S,
bolt-on circuit breakers. Separate feeder Pugs, '
provided e conductor.� � shall be rova:d�d for each fe�d�r co ,
Page 45
' m '
' 4,.
(b) Breaker in branch panelboards shall be not less
than 3/4 inch on centers. Each breaker, %hall be
4 securely fastened to prevent movement and trims
shall fit neatly and tightly to the breaker
assembly. Interrupting capacity shall be as
'
indicated on the panel schedule.
(c) All panel doors shall be provided with ,a flush
type combination catch and lock with two milled
keys. On doors more than 48 inches high, a three
point combination catch and lock shall be
provided with a vault type handle. All locks
shall` be keyed alike.
. f® (d) Panel finish shall be a fiat, light gray finish
suitable for painting over or being left with
factory finish. Trims to be separately packed
and protected from scratching and marring. Refer
• to labeling requirements in Basic Materials and . 4
Methods.
(e) Square D, I.T.E. , Westinghouse, General Electric,
Siemens-Allis, Cutler-Hammer, and Federal Pacific t
are approved.
16.9 .2 Installation
4
Breaker handle guards shall be provided as indicated
to prevent accidental shutting off.
16 .10 LIGHTING
. y
/ 16 .10.1 Approval
(a) Requests for approval of fixtures equal to those
specified shall include complete construction an
photometric data including a candlepower
distribution curve and the spacing to mounting -
4 height ratio ie applicable. ion i
height bleq In addition, provide P '
a +table of coefficients of utilization using the
zonal cavity method for indoor fixtures.
(b) Shop drawings and acceptability requests for
fluoresce t of the s shall include the sheet ,
fluorescent fixtures .
4 metal ga..g housing and the lens
thickness, material, and pattern: ,'
i I
Page . 46
(c) If the catalog number or a specified fixture . yp
.., should conflict with the fixture description or ,
the general lighting specifications, such
conflicts shall be brought to the attention of
the Engineer prior to bid closing date.
16.10.2 General
(a Outdoor fixtures shall be weatherproof , heavy
. ,. � p s
duty types designated for efficient light
utilization, adequate dissi,,,,ration of lamp and
ballast heat and safe cleaning and relamping
Ballasts shall be incorporated in the luminaire ,
housings unless otherwise noted.' _
(b) Outdoor luminaires shall be sealed unless
charcoal filters are provided. Lenses shall be
heat and impact resistant, tempered glass. Lens
gasket shall be heat and weather resistant.
Materials shall he rust proof.oof. Latches and �
fittings
g shall be nonferrous metal or stainless
steel.
(d) All ballasts shall be capable of providing
reliable operation of the lamps at the lowest
temperature normally encountered.
C u,
(d) Fluorescent ballasts shall be Class P, premium
grade, high power factor and all metal parts be
"Bonder ized'l or equal, rapid start with CBM/ETL
and U.L. approved labels.
16 . 10,93 Lamp s
p
•
(a) Fluorescent lamps shall be warm white. All
incandescent lamps shall be inside frosted unless
otherwise noted (Halogen lamps not included.)
�lorelco General are Sylvania,
r
Approved lamp manufacturers ,
• , eral Electric, and Westinghouse.
(b) All lamps and fixtures shall be in proper
operation at the time
of ac ptance. C, nti
aotor
tp ovide one sp ar e lamp�Qf each typ� used
on
project:
Page
•
•
a
,a
•
if.10.4 Installation ;
(a) Fixtures installed under this work shall be
properly and adequately supported from the '
building structure except whre ceiling
construction or other provisions are specifically
designed to support the fixture units.
(b) Fixture supports shall provide proper alignment
and leveling of fixtures, and shall be arranged
to maintain the alignment at all times. The G. '
final decision as to adequacy of support and
alignment shall be given by the Engineer.
(c) All light cutlets shall be supplied with a
fixture. Outlet symbols on the drawings without
a type designation shall have a fixture, the same
as those used in similar or like locations.
Fixtures shall be appropriate for the space and
for coordination with other work such as piping.
(d) Fixtures shall be left clean at the time of
acceptance of the work and every lamp shall be in r
operation. The responsibility for cleaning, or r`'
protecting fixtures during construction from ,'
dirt, dust, paint, debris, etc. , shall rest with /
the Contractor performing this division of work. .
•
r y'
Page 48
' }
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' - � � .� '- ai• .3.�rAa�f•r f rN•..Y..{.:1k:a..G.:'..•.i�..6.�.:f.W.+-..w.:..-.M-.V.»�..YtJ.i.
UI P MF T I E ",4 F ICAY I O N NUMBER KS
ti
DESCRIPTION Time Delay Relay
LOCATION Sump Pump 1 Control
REFERENCE DRAWING NUMBER GPE-1, GPN.M-l.
4i
SPEC,�"CAT9�ONiS
,7 C.r P a:,.rag ,n__�'.. me' Gon t ro l .[7n'i t' .# 5(10v-132-00
Or Equivalent, Range = 0-1 hr.
Interval = 2-60 Min,
Power = 120V lc.
�r (, .QuANTIrY l e a.
(:
i'
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VENDOR Shaffer & Nelson, Inc.
1001. S.W. Water Ave. '
C. Portland, OR 97214 9
(503) 234-7437
1
DELIVERY DATE!
ASAP
PURCHASE ORDER NUMBER
] I
ri. .+ruswr yr! �i ` ..�....W. ✓ti i r..
date by reVi ions epp'd �.
I project
seton Johnson & ode!! inc Georgia Pacific
dwrg,1 i le
d a crmisillino engineers EC)UIPIVIENT SPECIFICATION FORM
port land,,' c regon 1 ,1desiongd drawn jarod ]1,6i'e,22 dw r o,
,. LS- 1 ECUiP ME T IDENTIFICATION NUMBER
DESCRIPTION Level Control Switch
LOCATION SUMP #1
I
• REFERENCE DRAWING NUMBER
E
l
SPECIFICATIONS Mercold Control Two Stage , 3O1W--•4815 W/4 1./2"
S,S, Float, SSFloat Rod, Lower Stage Opens on Drop
at 1 ' 0" Upper stage closes on rise at 3 '0" measured I
from bottom, 1,0 sp. gravity, S.S. float stops.
u.. QUANTITY 1 each
VENDOR Branom Instrument
6019 N.E. Union Ave
Portland, OR 97211
Attn: Tim Holliday
• ; e
DELIVERY DATE
ASAP i
PURCHASE ORDER NUMBER Y
•
, , � � �' r.w.`.,vur• �.m,,�w.gr�+=♦ ' nr+,wwa �,.r•
no. date by revisions taPTYIA
project ,
seton, Job" n n 'z ()dell I tea
dw g title ..�..�......_„_
consulting, engineers
W ähea
EQUPM _SPECIFICATION FORM
ortler � i o��aon d� drawn approved date 9 Vg
no
9/22`
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M I'' d _- grant, 7 fJ�lR43p.�al NAY R1CG81�Xb +'"1 m.�..s.,tl,,». �'.-._... r "
.t,. hare w e,,tea I k? awl�ty,wigs t' t��,, ,
�} d?er e; f rea*situated in, sty of . P's'."i.ott to .,,. . ..,..,e .. M.
of bounded e �as Milne r,rte-rr t'. CE....: egiIln.1nt'3 at a r41tht ir' toter tit ,
' ,,. d line r t the County coed in the North line of Section 1.1„ towhthi.s 2 nuth. M''r 1 ,
. i;a°��' , West of the Willamette t�'eridi.Pn, t,,a°shinntn'n "�nu! t r, r;r,�ak, wkie''h mint it 654e "2 .
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e'' �; `fll u foet '''ptt of tee Northeast corner of Section 1! , wkich ootnt is t'�+ oxt,herst .
corner or a 4.1rPct conveyed to @ mtherine P. Pvenpet nl, ty deeg recorded r
-
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'; Gast line of t�;e Ryan Tract 1.7n Feet to ins o4ir►t of k'entnWric crf h fol'l .i
y i' descrfted tract; thence continuino South 22` .:est .long te E et line of tt*le Pv0A1
fract P distance of 169.44 feet; thence Eest oar:'/del t ith the ,r,1 T'th like of LattiO0 .
~I" ll. e distance of 2O Feet; t ence North 1. 0 feet to the Southeast corner or : trtb
,i ..i. 1 conveyed to i;o+d toward, et ux, ty dreed recorcded toPy 1' , l.g °9, In Pals 41% Pa
r,. ' 'p. ti') 382, Deed d;:e:ord's; thence 1.,°est parallel to t'`e 3"S hr'tb. line if said sectit ►,, a die
-
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.,' ! corner If the tract conveyed to Vern J. Sheffert, t ', t y deed re at 'lye 50 °'i, :
I , r ° 8, in Book , e 275, deed Pe cords,s sin ton Con , 're � t
�'"," alant� the South line of said tract s�'hic r line is rarol1ei "o the �o di lint Ste,'
. , h� � tion 110 a distance) of 200 feet, the point of beginn,i�no of the following e' crited;
a ,, tract; thence Worth on a line oaralle�! to ti e e.est lire c f seid Sheffert 1°ract a l
,,. )' distance of 1 feet; thence East carallael .ith the, 4''orth lime of : ection 1',l t r
r. the center line of State hichway 217; thence South?'Psterlyr to 't.4e Sautkeast tornor
of said Sheffert Tract; thence Vest to the point of h'enirrni.ng,,
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