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APPROVE[ FC))- ', CONSTRUCTION
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REVISIONS DRAWING TITLE PROJECT
DRAWN BY: DRAWING
_ _ _--- � __..-----_. ------- _- - MARTIN ENGINEERING COMPANY
A S JV St �r' STREET I MP R O V E• M E N ' CHECKED BY: ' t b4'y"
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS
�1Q DATE: I
CIIy of T;f hard �V 4621 S. W. KELLY AvErJUr` PORTLAND OREGON
,
Mikes Lockwood'° JOB: _ y MAP��� 222 - 1839 97201
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NOTE: IF THIS MICROFILMED
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�* QUALITY OF THE ORIGINAL
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Bond No. 615726
e •
• MA1NTEVANCE BOND •
•
•
•
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• DON POLIA(aC and MACE LOMMD
KNOW ALL MEN BY THESE PRESENTS: That we, •
•
• as Principal, and UNITED PACIFIC INSURANCE COMPANY, a Washington Corporation, •
of Tacoma, Washington, as Surety, are hell and firmly bound unto •
• CITT OF TIGARD, Washington County, Oregon
•
•
•
• as nhllgee, in the sum of TWO THOUSAND SIX HUNDRLD TWENTY FIVR AND NO/100ths -
•
•
•
($ 2,625.00 ) DOLLARS, •
• for the payment of which, well and truly to be made, the said Principal and
• Surety bind themselves, their heirs, executors, administrators, successors and
•
b •
� e4Ftpna, joir.tly and aevera'.ty, firmly Y these presents.
•
w •
WHEREAS, the said Principal has entered into a certain Contract with the
ibliRee, dated September 12, 1969 •
• fur construction of unimproved section of SW Ash Street, Tigard, Oregon ill •
•
•
compliance with standards as p.••crib.d in Chapter 200 of Ordinance No. 67421
City of Tigard, Oregon Zoning Ordinance of 1967.
w
10W, THEREFORE, TPi; CONDITION Ot THIS OBLIGATION I5 SUCH, That, if the •
rrt sial shall maintain and remedy said work free odefect inc uterials
completion,
•
f v'rkn.^--hip for a period of one years
,e this obligation shall b veld, .,therwise it shall remain in full force
effect. This maintenance is to include overlay on Northwest Side of Toad .
i,etween stations 2+90 and 3+50
igned, Sealed and Doted, this 16th day of March 19 70 •
e _""'"'�l" ���.L'�/��_, •
Don Pollock Principal
•
e ,nc two � r nc p •
• / ) •
• UNITED fRC2P1 INSURANCE COMPANY // •
( Emma sap Att nay- •
e
• jar r;ontrsct - Maintenance Bond New 1-62
CITY OF TIGARD; OREGON
* 7 DEVELOPMENT PROJECT
GENERAL INFORMATION SHEET
1. PROJECT No. :
II. PROJECT NAME: 'JI
7I1. DRAWING (TITLE) s /r'' J>! PAvy, dateds
Iv PLAT (TITLE) : dated:
V. SITE LOCATION:
VI. PRINCIPALS:
(1) DEVELOPER:
Address Phone No.—
(2)
o._(2) DEVELOPERS SURETY AGENCY: Onllld ;Vc,6c 119JK f l e.- :u
Address Phone
Bond No. 1-15726 Exp. Dste 3 //f/ 7 / .
(3) MINIM ft o-jt, ,Engin.,ri.j
Address �o i Phone No.z 2 2• /yJ .
(4) INSPECTOR:
Address Phone No.
(5) PRIME CONTRACTOR:
Address Phone No.
(6) CONTRACTORS SURETY AGENCY:
Address , Phone No.
Bond No. Exp. Date!
(7) E B-CONTRACTORSs
* Innert: Strut, Sewer or Street Light.
1
September af, 1ffN
Messrs. Nidbml Lockwood MO Exmald Pollack
Rogte 3, SM ilia
Sherwood. or"*& 97
140 _]
Gaintlauens I---
I r enclosimq for Yoer tiles an iac"lttW& pY of Cash
bed AgrowMfst reyardinq S. "._"h Street
Tf I may be of forthwr ass fkfI1 YOU on this natter,
please feel free to con so.
Sincerely,
` Doris martin
City geoorder
UN!bnr
2ncli
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September 10, 1149
hosewood Rentals and Comstruettm
11725 S. W. Boone@ Perry bM
Lake Owego, Oregon 97301
Dear Nr. Hansent
The City Cowmil at its meeting /60n4iivwen4hq, September
9, 1969 refeeted the proposal reoived !er t improve-
sent of 9. W. Ash Street. j
I want to thank you for yobooper�ivever,
on and consideration
extended in submitting a p osal, at this time,
T an not sure just how the M ncil will be proceeding
with the improvement 4? said t.
We are returning y ' bid you have any questions,
Leel free to call
s i nosra ly,
t '
Keith C. Thompson
Director of Public Works
KCT/bne
Enol)
3 CASH BC:;Z AGREEMENT ON S. W ASH STREET
f
'a ) Attc.,rne Anderson �
Y presented Cash Bon.,. Agree-ne-t regarding
improvement of S . W Ash Street L'evelopers Ecn Pollock
and Mike Lockwood have deposited $5 000 certified check
with the City as cash performance her„d for --mrrcvement of
I portion. of S . W. .Ash Street I:r. acccrdar.ce with provisions
of Chapter 100 of Ordinance No., 67-21 as amended , Cash bond
to be he ,j for ore year atter complet !or of roadway Attorney
j requeste Counc: ! a, ther:ze Mauer and C: ty Peccrder to sign
agreemen,
(b) Motion by Councilman Moore to author:ze Ma}-cr ar.d C.ty
Recorder to sign cash bond agreement or beha:f of City
seconded by Cr:jnc A' man Beramarr,
Approved by unanimous vote of Councii presert
OTHER. BU`iNESS
A. Since the :970 -node! cars are now on market City Admiristrator
requested authorization to rebid for pciicP vehicles.
( i ) Motion author -, < -.,r.c; _•eb.d for poi:c•e veh:c1es by Ceunci1man
Moore: seconded by Councilman. Larsen
Approved by unanimc•,.s vete of Ccunc:i present
B City Administrator stated radio maintenarce contract effective
September 1 , 1969 has beer signed
Ety Recorder
ATTEST: C/
Mayc r
�sPt"'�7A�.. MEErtNd�
Cov����. � i ►JuTEs 9 - 10 — ev
City Administrator co:nmented City is missing two easements
and the law bidder :s regiestira an extra $2,000, for
restorat:or, Low bidder has stated he wt1 ! nct accept bid
if City did not allow add: t :oral .2 . 000 Adm:ristrator
recomn:ner.c:ed City reject a: : bids and rebid project, Bryan
Morrison Corstrsctior Cc bid 514 252 15 plgs extra $2 000,
fci ri.stcrat for . if al lowed tc'. al bid $16 252 . 15 . Seccnd
low bidder would not accept contract carless also awarded
ferry Bell Project Third bid was $24, 526 30
(b) Met.ior 1.1, Ccar.c i :man Mor- re to acthc ri ze C . ty Attorney and
Admir: strator to neg•:tiate with Mr . Morr:scr., if :t :s
leyai , aria award b.d _f tt.e price did nct exceed the
eeccnd low Lid. seconded by Courr: 1mar; Bergma.r,.
Approved by unanimous vote of Council
8 S. W. ASH bThcET IMPROVEMENT - AW.ARriING bII}
(a) continued from Aigust 25 1959 Ccunr.x : Meeting \•
,r
Acvni r::Qtr atcr reFcr ted easi': half r. t S W Ash Street
nct cOmpieted prr..perly ar.d diff : c,,lty in necctiati.ng with
dc-%e1:nper Tc-.,i, b•:ci rece: %ed cr, rr.ject $2 36; 95
Engineer' s estimate. S5CC City Fdxr,,-:strator recc:nmended
( , 'y rc ,ec t. bid, and dc+ wr..tk by staff force account
'b) Mct:cr. by Co•ancilmar M�: : e to relent '_: :d and aut.hcr' zr=
City Adm+.n_stratcr to Er,: ceed w. th :- t or. city /
half 7r F .W, Ash. c : c-
r 1 sides f he car with
y df;velciler . sccr.r.ded b.: Cas:c. i nay. ' HaiAcrar
Appr,?vrd by urar. mou!A c.f C,^unci t
9. COOK FAF K :1%F.I GAT:,_'N FY-""-TEM - AN i-' t._-NC F:L:
;a) L*irf,ctor r>t Pallic Wcrki reperte ' fcilnwirg bids received:
Unl; tec. F:i?e Cc :5 cyayV $5 8" 28 2% rash h: scc,
R M Wade Cc` :4 aays 56. . 2 : 13
Feuer: Mach:;.c-ry Co 14 days $6 487 38
D'. rPrt�•,r ,ct F-.h2 :c W:t its rPccC;l.Tnerdc-d :c: t ract be a�+arde7
t^ apparent lnw ~.idle: 2nited . .Fie Cr
1b) Mot!.n by Coanci , -•.ar. 'X.arQi'�.. t< accept. United F :pe Cc bid
by Ccur.c: : nab. Mo. re•
,.nariim-., is vete c; C-unc _ t .
10 COOK PAPP :MFP,.VEMENT - AWA;•:.`Nl ts' I'.
(a) Ui .- octor of tublic Welk% roj.- :t ,_d kids received:
Cascada Cc:._tractic- Cc 9C day i 0''9 00
,..re.uoi -r Aspha:t :c 4`, d'!y8 411. 082 00
1/��IJo 0, r(,uI .-r of P.j1)11c W,.,rk- rercmme,.dt._i teat tract be awarned
eNj t:� a1,Erarer : l,.w ►: :drier. Casrade Cor t: �cti :,,n Co
};y Cc-urr t 1-nar Lercm;it t acs.er.)t cascade Cor,etrue-
r , 1• • ,a .,�>.e-. E'C3 bV
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7
8epteswber 5, 1969
Western Savings and Loin Association
1333 N. E. Sandy 6ouleward
Portland, Oregon 97212 00
ATTBNTIONt Mr. Bob Thompson
Dear Kr. Thompsoni
This is to confirm Mr. Mike Lockwood has post a check in
the amount of 65,00o.00 with ltyr of Tiq&r ,,`/. The check
Is being hold as security 43 , p<ranhoe that S. W. %sh Street
will be improved.
ionditione relating to thetam of the check have been
a copyof this 1stway our attorney, Mr. Anderson. It you desire
a Dopy oother information, please
+t w know. \
Sincerely,
Reith C. Thompson
Director of Public Works
RC't'/bns �\.
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/jo�stw.As� AJ'
IM •�-- - � ..LSI ; i<;•_ ''�''�+- dt a...,��.. ....r... . 1 _ `A
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ieptwber 4, 1969
Roeev000d Rentals !alas service
17725 6.M. bones parry load
Lake Oowego, OWOWn 97034
Gentlemen,
bclosed in your check 4)0701 ,tif}*-Om IMUnt of $20.00,
which you placed on depbeilrlvltil 118 br Ash ttreet.
sincerely,
Doris Hartiq
\ City Recorder,
avj p
September 2, 1969
Mr. Wmald X. Robertson
Robertson 6 Mills. K-Ornays at 1AW
Rockwood Legel Building
18448 S. 8. Fine Street'
Portland, Oregon 97233
Dear qr. Robertsons '- --
'Phe Tigard City Council, at its,.wenting NDndW evening,
August 25th, considered goer
t August 22, 1%9,
Ash
and heard testieiocry from
Lis in the R. M. �
Street area of Tigard. ��
As stated in your letter, A�-
clients'
arty
ownel by Don Pollock
Investment Company aqd othersis the st�hjeat of your
concern, tom# b�q 40 since 1%7. It is the
on the, ning is valid and that
City Council's op Id be is
and not in
to initiate a � r-hangs
the public inter• k.
I should Doitrt: fat %�k&t tho'Tigard City Soning oardinanos rs-
q�4izea caRt.&ln-minimal &Ctass and agrees standards. Section
200-2 that rwgnire• that &caws• Lnd egress be pro-
vided co
in the'i pal sebsw and physically. The zoning
code establishes h tierwnt criteria, depending on the Lumber
of &0ell�g. unit,/ in the proposed prOae.-t. In the case of
the subject prOV4rty• the requirement is as falloasc a min'-
man of one W_j t. right of way with hard surface 'Psi"nmant
over 80% of its width.with hard surface pavemenor, two access and egress t Sof„
l0-ft., also impr the developer
of that width. The City is therefore requiring
to improve the existing right of way with a 32-ft. vide ;k �-
sant OO-sistinq of e' of gravel and Y of Class 8 asphalt
from the northerlyOlhtbAsh Strest Yvs-
s»ht to the proposed
terminus
ton the subject property.
4
9/2/69
rtaon
Donald -
Robe
city has
pe�,lt• mount t con"
the to once wi
* aWii asob Inst n a• est o th
ovMa construction
Rfor w a antic afor above inoura
accept on eotiaa l�iont
str,a,ati i�r) dui! mea Q,iar yr intorw.atlon.
cittyoi�d �,aaems '*nA f%ttlwr iliaatiou
dyours•
it sN act me- Sir►cesel�
ple
'Telfer
+6vIvIvelft a tr ator
f CAW
SILT ip
ccs \
�r
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Appr-%ed t%- . rin.:mcus o, Ccurxc . r_•esent ,
8 AWAR7 E:r 5 . W '.'ER-,Y BELL :MFF,^.VEMEN:' r:�_TFICT
Tabilaticr cf b:dq as fcllcw�
Time of
Co-tractor A.nc,:n Ccmpiet_cn
George W Lind Cc S 3, 384 , 15 120 days
Lard Pro= Ccntract.c. r4 ittc,a S:35, 049 . 0 33C days
C J Montan & Sorg Inc, $ia: 1.38 60 365 days
Engineer s Est:.mate: $!26, 000 .. `
(a) C:.ty Afimir:strator reported 1::.ds were reviewed ani recc- mended
bid to awarded to C , J M%,:,taa & Scr.s for $ia _ ,:38.,60, ccm-
p,et .or t.:-oe 365 days . w.t',,% the understand.ra t'.at curing
:nc:e_nent weather work woald be stopc.ed
(b) M•:�t:cr; iy c ,r.c. ;:mar Bercmann to a w a r o t :ctc C Mortaa
& Scrf� 5eccnded by Cc-ir:ci;mar. Mcc•re
Approved 1•y ,A;-d.r,*.acus vote cf Ccur.c:. presert
3 AWARE' BID ON S W. LFFCN HEIGHTS IMPROVEMENT DISTPTC':
(a) City Administratct recc-mended awardir..a cf k.d to postponed
t^ September 8th Ccincz : Meeting as the City )-&B r^t
secired twc necessary easemer.ts -
City Administrator read letter from Bryan Morrison apt;arent
low bidder requesting Council consider allowing additiona
item for replacing plant material . Specifications intended
the Wiest of replacing shrubs to be included.. Ccurcz : refer-
red matter, to City Attorney and City Admirfstrator for cor.-
sideration
1AWARD BIB S. W ASH STREET YMPROVEMENT
i
(a) City Administrator requested item be continued to September
8th Council Meeting
11 EASEMENT REPORT AND ACCEPTANCE
(a) Director of Publ.c Works stated he was unable to secure two
easements on Derry Dell Project and two on Lever, He.,ght.s
Project. He recommended securing of easements be turned
over to City Attorney and informal authorization to proceed
with condemnation if necessary,
(b) Motion by Councilman Larsen to authorize City Attorney to
secure easements; seconded by Councilman Bergmann
Approved by unanimous vote of Council present
Page 2 - Council Mir.�..tes 8/15/69
ROBERTSON S, WILLS ,V�D
♦TTV.NrT.AT UW
J[Hnv • wlLe .� Alli+
aoccw000 Len•L eu11.a�ao �tff la
u/ '6-0 9 c aiNt eracr� /+ r 969
Qwuu•N v ee•�e Y Of �cA�a Ne ens n za
GARD
August 22, 1969
City Counsel
City of Tigard
Tigard City Hall
Tigard, Oregon 97223
Gentlemen;
Please be advised that Mr. Eugene L. Pfeiffer, attorney, whose
office is at the -:hove address, and the undersigned, represent a group
of residents within the City of Tigard, concerning the construction of a
proposed apartment complex in Tigard, by Don Pollock Investment
Co. and others.
The site of this proposed complex is located on Lot B, Burnham
Tract, Section 2, Township 2 South, Range 1 West, Willamette Meridian,
City of Tig;lyd, County of Washingtor?, State of Oregon.
We have reviewed the plans and specifications as submitted to the
Zoning Commission for the City of Tigard, by the Dun Pollock Investment
Co. and we have also seen the property on which the proposed complex is
to be erected, and in behalf of our clients, must object to the issuance of
the building permit, for the reasons as explained below.
The subject property was zoned A-2 Multi-Family Residential, by j
adoption of ordinance #67-21 known as the "City of Tigard Zoning Ordinance
of 1967'. In reviewing the ordinance, with specific reference to Section
100-2 - Purposes, it is noted that the several purposes of this ordinance
a re:
"to encourage the most appropriate use of land; to conserve and
stabilize the value of property; to aid in the rendering of fire and
police protection. ...; to lessen the congt-stion on streets.. . .; to
prevent undue concentrations of i)Opulatioi s. ...; and in general,
to promote public health, safety, convenie-ice and general welfare.' 1
We realize that under the existing ordinarne, the proposed project
apparently meets the requirements; however, in view of the objecti(,ns herein
stated and the purposes set forth in the ordinance. Section 100-2, we strongly
urge that the ordinance be amended to re-zone this property as R-7 Residen-
tial Single.-Family Dwelling.
1
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iry : nn•,,,•
t�• .i '1'i k., ,1
is Lam, . �•
.N,- ,1, realize that the property owners cannot make this motion directly,
chat +he City C,-unset has the authority to do so, and for the reasons men-
,I Ir, ;,,w, we urge that the counsel, on its own motion, consider re-
�nink the subject property as mentioned above.
The subject property is presently served by S.W. Ash Avenue, which at
the presrnt time is unimproved beyond Ash Drive. As we understand it, the
hutld,-r proposes to extend S,W. Ash Avenue to along the Northwesterly
lin,• f the proposed project site, but that such improvements would be only
f•,r „nu-half „f the roadway. "there are no main arterials directly serving
the arr.t wh►uh nicdns that all traffic having to do with the proposed project
%,,,,uld ov routed along S.W. Ash Avenue to Frewing Street and ultimately
t,, ti.W, pa, iftc Highway.
It is noted that in its present condition, S.W. Asti Avenue is barely
•,d,-,luaty to serve the existing single family dwellings located thereon, and
is , ongueted even now, because of the narrow width,of the street.
It is therefore our opinion that this condition constitutes an inadequate
ingress and egress to the subject property and that it would interfere with
pr,-per police and fire protection or other emergency traffic flow with th-
additi(,n (if lh more families as proposed by the builder.
It would therefore appear that the increased traffic flow would constitute
.in oxtreme hazard to existing residents and children of the nrea served by
f,oth S.W. Ash Avenue and Frewing Street, and it certainly appears that this
prop„s••d project would, in fact, create an undue concentration of population.
M,,re„rver, it is apparent that there will be an immediate increase of con-
krtition „f existing streets and that if permitted, this project would render
I,+, vont traffic. controls entirely inadequate.
Nve.11ess to say, any or all of the conditions mentioned above would
„ rtowly hdve an adverse effect un existing property %,alucs and in general,
w,-odd not tend to promote public health, safety, convenience and welfare.
We th,•refore urge you to take inimediate action to change the existing
v., ie ,)f the euhje:•et property to condone► with the intent and purpose of the
. ninR ordinance herein referred too
W,,uld you please advise us of your reactions to tliis proposal in order
that we may take whatever action we dean necessary to protect our clients,
intei.•ats.
Respectfully submitted,
ROBERTSON & W�.L9
_t�KXb rtson nDonald
DKR:m jp
(b) MatIOrn to -ostpore until Council meeting August 25,: 1969:
Ccunci lnia Moore, seconded by Counc: n G' Hallcran
Approved by unan:mrus vete of Council
I
15 ;. W. LERON HE:(.IfrS :MPROVEMENT D:STR:CT
(a) Bid Opening - 8:00 P. M.
h;ds were re,.eived fro�;n five companies, the apparent low
bidder be.ng Bryan Morrison '..roc. with a bid r.�f '$14 , 250"..65..
Engineers estimate is $17 . 000 ,
t was reccnmended matter be held over until council
meeting of August 25. 1969,
(b) Motor to postpone: Counc: lynan Larsen. seconded by Council-
men Bervmann
�. Approved by unanimous vote of Council
16 S. W. ASH ? w
REST IMPRJVEMENT
(a) Bid Opening - 8:00 F. M.
One bid only received, `hat of R
os+ewaod Construction for
$2, 361 85. 1
City Administrator recommended matter be ;.ostponed until
nest Council meeting, August 25, 1969 .
(b) M011"On to postpone: Councilman Bargmann„ seconded by
Councilman O' Halloran
Approved by unanimous vote of Council present ,
17 BURNHAM STREET PUMP STATION BII)S r..w,.,.,�»• -
(a) City Administrator recommended the bids for remodeling the
Burnham- Street Pump Station be awarded to Cornell Manufac-
turinq Company ($2„ 358.. 00) and David Pry Electric Company
($316 00)
(b) Motion to approver Councilman Larsen seconded by council-
man Bergmann
Approved by unanimous vote of Council
18. 2-WAY RADIO EQUIPMENT AND MAINTENANCE BIDS
(a) City Administrator recommended bid from RCA of $1, 368, 00 '
for l mobile radio units be accepted,, and that no maintenance
contract bid be awarded at this time,
(b) Motion to accept bid of RCAt Councilman Moore, seconded by
Page 4 - Council Minter S/11/&q
hi
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O.W02,
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72 I
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LA. ?i R
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NOTICE TO CONTRACTORS
PROPOSAL FORMS
AND SPECIAL SPECIFICATIONS
FOR CONSTRUCTION OF
S.-W.-MH STREET
STREET IMPROVEMENTS
FOR THE CITY OY
TIGARD, OREGON
---oOo---
1969
STEVENS, TH�:v:FSON & RUNYAN, INC,
5505 S. E. Milwaukie Avenue
Engineer® / Planners
Portland - Seattle
FOREWORD
The documents and forms which appear herein, or for which provision
is made, must be used on submitting proposals to build Street Improve-
riments for the City of Tigard, Oregon which is covered by the plans and
specifications therefor.
This part contains:
(a) Reference to Plans for Construction
(See Below)
(b) Notice to Contractors
(c) Proposal forms
(d) Typical forms for Agreement and
Performance Bond
(e) Certificate of Insurance
(f) Special Technical Specifications
PLANS FOR CONST"'.UCTION
Detailed plane for this project are shown on the drawings which bear
the general title,
TIGARD, OREGON
STREET IMPROVEMENTS
and a file number and subtitle as follows:
File Sheet No. Subtitle
69-P-486. 124- 1 of 1 S. W. Ash Street Plan, Profile
8216 and Details
68-P-486. 124
NOTICE TO CONTRACTORS
S. NV. ASH STREET
STREET IMPROVEMENTS
TIGARD, OREGON
Scaled proposals will be received at the office of the City Recorder,
Tigard, Oregon up to o'clock PM Oil—
the
nthe day of , 19611 for construction of approxi-
mately 155 feet of S;:reet Improvements fcr he City of Tigard, Oregon.
Bids will be accepted or rejected within forty-five (45) days after the
date of opening.
The approximate quantities involved are as _`ollows:
I . 140 cubic yards of roadway excavation.
2. 155 cubic yards of gravel or crushed stone base.
3. 133 lineal feet of concrete curl:.
4. 61 tons of Class "C" Asphaltic Concrete
5. 1 Catch Basin, Complete
^he Contractor for this work sl-all furnish Libor, material, equipment,
and services of all kinds and complete the work in accordance with the
plans and specifications therefor.
Plans and specifications may be examined at the office of the City Recorder
or at the office of Stevens, Thompson & Runyan, Inc. , Portland, Oregon.
Plans, Specifications, and Proposal forms for use may be obtained by ap-
gineer accompanied by a deposit of $20. 00 for each set
plication to the En
of mans and specifications. The $20. 00 deposit will be returned to those
who return the -)lane and specifications in good condition within fifteen(15)
days after ',he date when bids are received. There will be a late charge
of $10. 00 for plans and specifications not returned within said fifteen days.
Contractors must prequalify as .required by the laws of the State of Oregon
before the date of the bid opening; otherwise their proposal may not be given
consideration.
A certified check, cashier'3 check, or bid bond in an amount not less than
five per cent (5°'a) of the bid shall accompany each proposal.
68-P-486. 124 Notice to Contractors - page 1
The City reserves the right to reject any or all Lids, waive informalities,
or to accept any bid which appears to serve the hest interests of the City.
BY ORDER OF THE CITY COUNCIL
68-P-486. 124 Notice to Contractors - page 2
S. W. ASII STREET
PROPOSAL
TO FURNISH ALL LABOR, TOOLS, EQUIPMENT, AND SERVICES
REQUIRED FOR THE CONSTRUCTION OF STREET IMPROVEMENTS
FOR THE CITY OF TIGARD, OREGON, AS THE COMPLETE SCHED-
ULE OF PRICES WILL INDICATE, ALL IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS THEREFOR WHICH ARE ON FILE AT
THE OFFICE OF THE CITY RECORDER, TIGARD, OREGON.
Name of Bidder
Address
To the
Honorable Mayor and City Council
Tigard, Oregon
Gentlemen:
This proposal is submitted as an offer by the undersigned to enter into
contract with the City of Tigard, Oregon, hereinafter sometimes re-
ferred to as the Owner, for the furnishing of all materials, labor, tools,
equipment, and services required for the construction of street im-
provements for the City of Tigard as shown by those certain plans and
specifications which are: on file at the office of the City Recorder, Tigard,
Oregon, and which are a condition hereof with the same force and effect
as though they were attached hereto. This offer is conditioned on the
following; declarations as to the acts, intentions, and understandings of
the undersigned and thu afire( -nent of the City of Tigard to the terms and
prices herein submitted.
1. All of the specifications and the drawings which are listed therein
have been examined by the undersigned and their terms and conditions are
hereby accepted.
2. Said drawings may be supplemented by additional drawings and speci-
fications in explanation and elaboration thereof and ii they are not in conflict
with those referred to in Paragraph 1 above they shall have the same force
and effect as though they were now attached hereto and, when issued, they
s..all be accepted as contract documents.
68-P-486. 124 Proposal - page l
3. The quantities stated in connection with the price schedule for the
contract submitted herewith are approximate only and payment shall be
made: on the unit prices named for the actual quantities incorporated in
the completed work. Only those items for which estimated quanitities
are given may be increased or decreased at the unit prices named. If
there shall be an increase in the total payment for an item covered by a
lump sum price, it shall be computed on a basis of Extra Work for which
an increase in payment will have been earned, and if there be a decrease
in a lump sum payment for any such item it shall be made only as the
result of negotiation between the undersigned and the Owner.
4. The undersigned shall furnish the bonds required by the specifica-
tions, and comply with all laws of the State of Oregon which are pertinent
to construction contracts of this character even though such laws may not
have been quoted or referred to in the specifications.
5. The cash, certified check or bid bond accompanying this proposal
shall be forfeited to the City of Tigard, Oregon to the extent of 5% of the
ariiount of the bid in case this proposal is accepted by the Owner, repre-
sented by the yiayo.r and the City Council, and the undersigned shall fail
or refuse to execute the contract and furnish the performance bond re-
quired by the specifications, all within the time limit named therein and
in accordance with the provisions of this proposal and the plans and speci-
fications which are a part hereof.
u. The undersigned submits the unit prices set forth herein as those
-it which he for they) will perform the wort: involved. The extensions in
the column headed "Total for Item are made for the sole purpose of fa-
cilitating comparison of bids and if there are any discrepancies between
the unit prices and the total amounts shown, the unit prices shall govern.
7. All schedule items for which forms are provided herein shall be
completed in full by the showing of a unit or lump sum price for each item
thereof.
8. Unit prices, with which are included lump sums for combination
items as herein named, shall be used as the basis for computation of
the total compensation to be received by the ur.uersigne d, e.11 in accord-
ance with the completed shedule of prices as follows:
68-P-486. 124 Proposal - page 2
SCHEDULE OF PRICES
FOR
TIGARD, OREGON
STREET IMPROVEMENTS
W. ASH STREET
Item Total Total
No. Description Unit Units Price for Item
1 Clearing and grubbing L.S. xxx xxx $
2 Roadway excavation cu. yd. 140 $ $
3 1 1 /2"-0" Crushed stone
base cu, yd. 115 $ $
4 3/411-011 Crushed stone
leveling course cu. yd. 40 $ $ _
5 Asphaltic concrete
(Clas 9C) ton 61 $ $_
6 Concrete curbs lin. ft. 133 $ $
7 Furnishing and placing;
catch basins, complete
as shown on plans each 1 $ $
8 Water M gal. 3 $ $
9 Pit run gravel for
extra depth cu, yd. 25 $ $
,',TOTAL BID PRICE $
*Subject to correction i; extens on or addition is in error
68-P-486. 124 Proposal - page 3
9. Li naming the above prices it is understood that they include all items
of material and work required to complete the contract in accordance with
the plans and specifications. If any material, item, or service requiredby
the plans and specifications has not been mentioned specifically among the
various items of the above "Schedule of Prices" the same shall be furnished
and placed with the understanding that the full cost to the Owner has been
merged with the several prices named in the "Schedule of Prices. "
10. The undersigned agrees that the "Time of Completion" shall be as
defined in the specifications and further, the undersigned agrees to com-
plete the work required within calendar days after execution of
the contract.
Signature of Bidder:
B y --
Authorized Agent
Dated at
This day of 196_
6o-P-486. 124 Proposal - page 4
AGREEMENT*
THIS AGREEMENT, made and entered into this day of
19 , by and between
(the official narrie, form of organization, and address of Contractor - if
partnership, name of partners)
hereinafter called the "Contractor" and
(the official name, form of organi-
hereinafter called the "Owner".
xation, and Address of Owner)
WITNESSETH THAT:
WHEREAS, Pursuant to the invitation of the Owner, extended through
an officially published "Notice to Contractors", the Contractor did in accord-
ance therewith, on the day of , 19 , file with the Owner
a proposal containing an offer which was invited by said notice; and
WHEREAS, the Owner has heretofore determined that said offer was
the lowest and best submitted.
NOW, THEREFORE, IT IS AGREED:
First: 'That ►.he Contractor shall comply in every way with the re-
quirements of those certain specifications entitled:
(Offical title of the
specifications and a statement or the limits to which they apply)
Second: That in consideration of faithful compliance with the terms and
conditions of this agreement the Owner shall pay to the Contractor at the times
and in the manner provided in said specifications khe total sum of _
_ which sum is subject how-
(the basic contract price both in words and figures)
ever, to increase or decrease in such proportion as the quantities named in
said proposal are so changed, all as in said specifications and proposal pro-
vided.
'Note: This form is subject to change by the attorney or other-person author-
ized to represent the Owner.
Agreement - Page 1
Third: That the time of completion is _
(the number of days, the
limiting date, or other provision which is consistent with the proposal)
Fourth: That the contract documents which are hereby made a
part of this agreement by actual attachment or by this reference thereto
are as follows:
1. The "Notice to Contractors", being the invitation to submit
a proposal;
2. The Specifications named above by title;
3. The Detailed Plans listed and described in said specifica-
tions, together with those which may be issued as supplements
thereof, and
4. The Proposal of the Contractor,which was submitted on
19 , the original or a conformed copy
of which is hereto attached and marked "Exhibit A".
IN WITNESS WHEREOF, said Contractor and said Owner have
caused this Agreement to be executed on the day and year first above
written.
Contractor
sy
And
Owner
By_ _
(Tit Ie)
(Seal)
Anil_
(Title)
A,L,,rectnent - Pn�,,v
PERFORMANCE BOND*
KNOW ALL MEN BY THESE PRESENTS, That we,
(the official
name, form of organization, and address of the Contractor and, if partner-
as Principal, and
ship, name of partners) (the name and address of
_ :L corporation, duly authorized to do a general
the surety)
surety business in the State of as Surety, are jointly
and severally held and bound unto
(the name and address of the Owner)
in the sum of
(the basic contract price, both in words and figures)
for the payment of which we jointly and severally bin(. ourselves, our heirs,
executors, administrators, successors, and assigns, firmly by these pres-
ents.
THE CONDITION OF THIS BOND IS SUCH THAT
WHEREAS , the Principal herein
(name of the Contractor)
on the day of , 19 entered into a conLr act
with the Obligee herein, which contract
(the official name of Owner)
consists of
(list of the Contract Documents as named
in the contract, including the contract itself)
-- --- --- - ----- - - ---- ------- - -- ------- ---- ---- -- -------- - - -------- -
*Note: This form is subject to the approval or change by the attorney or
other person authorized to represent the Owner.
Performance Bond •• Page 1
all as hereto attached and made a part hereof, whereby said Principal under-
takes to do all labor, furnish all plant and equipment, and furnish all material
in accordance with all the terms and conditions set forth in said Contract Docu-
ments; and promptly :o make payment for all labor, services, and material and
pay sums due the State of for industrial accident insurance;
and to save harmless the Obligee from any claims for 4omages or injury to
property or persons arising by reason of said work, as s,it out more fully in
said Contract Documents; and to do and perform all things in said Contract
Documents required, in the time and manner and under the terms and conditions
therein set forth; and in conformity with all laws, state and national, applicable
thereto.
NOW, THEREFORE, if said Principal herein shall promptly pay all
persons furnishing labor, services, material or +.nsurance to said Principal,
or to his subcontractors, or to their assigns, on or about said work; and shall
save harmless the Obligee, its officers and agents, from all claims therefor,
or from any claim for damages or injury to property or persons arising by
reason of said work; and shall in she time and manner, and under the terms
and conditions prescribed, well and faithfully do, perform, and furnish all
matters and things as by them in said contract undertaken, and as by law, state
and national prescribed, then this obligation shall be void, but otherwise it
shall remain in full force and effect.
PROVIDED, HOWEVER, that this bond is subject to the following
further conditions:
(a) All material men, and all persons who shall supply such laborers,
mechanics or subcontractors with material, supplies, or provisions for carrying
on such work, shall have a direct right of action agai—st the Principal and
Surety on this bond, second only to the right of the Obligee under this bond,
which right of action shall be asserted in proceedings instituted in the appro-
priate court of the State of and insofar as permitted. by the
laws of _ such right of action shall be asserted in a proceed-
ing instituted in the name of the Obligee to the use and benefit of the person,
firm or corporation instituting such action and of all persons, firms, or
corporations having claims hereunder, and any other person, firm, or corp-
oration having a claim hereunder shall have the right to be made a party to
such proceeding (but not later than six months after the complete performance
of said contract o nd final settlement and judgment rendered thereon.
(b) In no event shall the Surety be liable for a greater sum than the
penalty of this bond, or subject to any suit, action, or proceeding thereon that
is instituted later than twelve (12) months after the complete performance of
said contract and final settlement thereof.
Performance Bond - Page 2
(c) Said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration, or addition to the terms of
the contract or to the work to be performed thereunder or the specifica-
tions accompanying the same shall in any wise affect its obligations on
this bond, and it does hereby waive notice of any such change, extensior
of tirne, alteration, or addition to the termF of the contract or to the
work t,i to the sp:.,ifications.
IN WITNESS WHEREOF, the parties hereto have caused this Bond
to be executed in this day of
19
(SEAL)
(SEAL)
(SEAL)
(SEAL)
(Principal)
Witnesses:
(SEAL)
(SEAL)
(rFAL)
(Surety)
Countersigned:
By_ _
Rt:sident Agent
Performance Bond - Page 3
CERTIFICATE OF INSURANCE
This is to certify to:
That the following described policy or policies have been issued to:
(name and address of insured)
By the (Name and address of insurance company)
Description of contract:
Limits of Policy Expiration
Type of Coverage —_ _Liability Number Date
1 Workmen's Compensation Statutory
2. Employers' Liability $
Bodily Property _
Injury Da.nage =°
3. Comprehensive General
__.Jiabil i ty
A, Premises & Operations $ $
$ $
B. Blanket Contractual $ _ $
Independent $ $
C. Sub-contractors $ $
Products Liabilicyand $ $
D. Completed Operations $ _ $
4 Comprehensive Automobile $ $
Liability (owned, hired &t $ $
non-owned) _
5. Other _
Expires 12:01 standard time at the address of named insured stated herein.
*Indicate the f 'lowing property damage liability features :
Yes No
1 . "Broadform" including occurrence and care,
custody, and control
2. Explosion, collapse, and underground damage
exclusions
The insurer agrees that it will notify in writing,
of any material change, expiration
or cancellation of the above described policies not less than 30 days before such
change, expiration or canceilation becomes effective. It is fur'. Ae; agreed the above
named owner, his officers, agents (including the enginoer) and employees are i.n-
cluded as additional named insureds but only as respects the performance of the
above described contract,
(Name cf insurance company)
Date: Authorized Rep_ usentative
SPECIAL TECHNICAL SPECIFICATIONS
FOR
HIGHWAY CONSTRUCTION
1C-01 GENERAL
The specifications in this section are devoted to features of on-the-site
construction which are particular to the construction of streets for the
City of Tigard. Specifications fc. Construction of Street Improvements
for the City of Tigard, Oregon shall govern the work where applicable
except as modified In these Special Technical Specifications.
1C-02 OBSTRUCTIONS
It is believed that there are in existance some underground utilities
such as water, sewer, telephone and gas lines of which there are no
records and the locations are not shown on the plans. The Contractor
shall repair or replace, at his own c.cpense, any such installations
damaged as a result of his operations.
1C-03 SURVEY MONUMENTS AND PROPERTY CORNERS
At some points in the work excavation operations may disturb existing;
survey monuments and property corners. It shall be the responsibility
of the Contractor to locate ant: reference these markers ahead of his
opera#-io-is ana restore them properly and correctly all at no expense
to the Owner.
The <'ounty Surveyor will supply information relative to the approxi-
mate locations of some of the monuments and corners but final respon-
sibility for location, referencing and restoration shall rest with the
Contractor.
1C-04 CRUSHED STONE BASE
The crushed stone base shall be constructed and paid for in accordance
with Section HW-05 of these specifications.
The base shall be constructed in. two courses, which courses will here-
inafter be ref,:rred to as the "Base Course" and the "Leveling Course. "
1C-01
The base course shall be constructed in two spreads of approximately
equal thicknesses to a total compacted thickness of 6 inches.
The leveling course shall be constructed in one spread to a compacted
thickness of 2 inches.
The sizes of materials to be used in the respective courses of the !%ase
shall be as follows:
:Fame of Course Size of Material
Base Course
Leveling Course 3/4"-0"
Each size of material sha'.1 he uniformly graded from dust to its speci-
fied maximum size, Of the 1 I./2"-0" size of material at least 301% of
it shall be retained on a screen having 3/4-inch squire openings,
�
ne. dimensions used in thu above size specifications shall be under-
stood to be the limiting diameters of the pieces of stone as measured
by laboratory screens having square openings.
The percentage of material passing a screen having 1 /4-inch square
openings shall be as follows:
Percentage Passing 1 /4-inch
Square Screen
Size of Material Maximum Minimum
i . i L"-0" 50 35
3/4"-0" 60 40
iC-05 ASPHALTIC COtiCRETE PAVEMENT
The Oregon State Highway Specifications for "Asphalt Concrete Pavement,"
(Section 320 Standard Specifications for Highway Construction, Issue of
1964) shall apply in its entirety as fully and comp:etely as if they were con-
t-jined herein.
The aspahltic cement to be used in the asphaltic concrete shall be paving
asphalt of 86-100 penetration confirming with the AASHO Standard Speci-
fications for Asphalt Cement (M-20), except that the flash point as deter-
mined by the AASHO IMethod T-48 shall not be less than 400 degrees
Fahrenheit.
1C-02
The class of asphaltic concrete to be used in the pavement shall be Class
"C" and will Ie paid for at the unit price bid per ton for asphaltic concrete
in place.
1C-03
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WASHINGTON COUNTY DEPARTMENT OF PUBLIC WORKS
Specifications for Road Construction
The following requirements are set forth by the Washington County
Department of Public Works for the purpose of furi,;.phing to a person or persons
developing a sub-division the information necessary for the proper construction
of streets or roads. It is anticipated that such streets and roads outside of
incorpor&ted towns will be come County roads; therefore 3.t is necessary to con:,•-
truct such streets or roads properly, using good materials and workmanship-
* A plan and profile of streets or roads to be constructed shall be
submitted to the County Engineer for his approval before st,aj�ting constructiob,
and he shall be notified of the date on which construction will begin. It is
alsi required that 6 progress schedule of work be submitted for approval.
//C /•
4. - PROFfss�.
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39 9�
oPEG.)N
q y 8, J'
A. Mh1I
CLEARING AND GRUBBING
Description
Under this specification the builder or contractor shall, unless otherwiba
directed by the engineer, clear the whole area of the right-of-way upon which the
road is to be constructed, and remove therefrom all things and all matter, the
removal of which is necessary or desirable as a preliminary to the grading work,
or desirable from the standpoint of safety and roadside beautifications.
The things and matter to be removed from the right-of-way shall include but
not be limited to the following: trees, timbersagss doremainseof old.brush,
buildgngsstumpst
wholly
roots, branches, sticks, boards, planks, +
or partially destroyed, walls, fences and bulkheads.
The removal of stumps and embedded roots will not be required on areas outside
the construction zone or in areas where the embarkment is greater than (4) feet.
Stumps remaining; in embankment areas shall be close cut and other embedded wood shall
Holes resulting from the removal of stumps,
be filled with suitable embankmciit material, the material being placed in layers not
greater than six (6) inches and each layer being thorougtly compacted as it is placed.
EARTHWORK
All earthwork shall be performed accurately to the lines, grades and cross
sections as shown on �,r as indicated by the plans.
Excavated materials suitable for use in embankment construction and back filling
may be used as indicated on the plans.
All embankment material shall be deposited in l.ayerd not to exceed eight (E)
inches, each layer to be thoroughly compacted.
All excavated areas Shall be thoroughly rolled before base material is placed
and any soft spots shrill, be removed and replaced with suitable material thoroughly
compacted.
Preparntory to the construction of the base, the subgrade (including the entire
top surface of the roadbed) shall, by means of sprinkling work, blade graders,
scarifiers, rollers and other suitable equipment and means, be shaped up and brought
to uniform crown and grade, to proper superelevation on curses, and to a smooth
surface free from ruts, humps, depressions and other irregularities.
Immediately before the bas: materials are deposited, the subgrade shall be
rolled until thoroughly compacted. Any inequalities that may develop under the
rolling shall be eliminated by blading, sprinkling and further rolling as required.
Excavated material containing marsh muck or any vegetable material or other
material unsuitable for embankment and back filling shall be disposed of and removed
from the right-of-way.
All. road beds, ditches, and other excavations and embankments shall be trimmed
accurately to lines, grades and cross sections as indicated on she plans, and shall
be finished in a thorolighl,y workmanlike manner.
CRUSHED GRAVEL OR CRUSHED ROCK BABE COURSE
Description
The base course shall be placed on the subgrade where indicated by the plans and
shall consist of a eo�llacedfinr
gravel,
aecordtalus
rock
material
nneer may
se
newiththe lines, grades and crossctions,
direct, and shall b p
heretofore approved.
Materials
CruEhed gravel or stone base course material (Tables 1, 29 and 3) shall consist
of hard, durable particles, or fragments of stone or gravel crushed to required size
and filler of other finely divided mineral natter. The portion of the material
retained on a No. Four (4) sieve shall be known as coarse aggregate and that portion
passing a No. Four. (4) sieve shall be known as a filler.
When produced from gravel, not less than fifty (50) percent by weight of the
coarse aggregate particles shall be particles having at least one fractured face and
if necessary to meet this requirement or to eliminate an excess of filler, the gravel
shall be screened before crushing. The composite base material shall be free from
vegetable matter and lumps or balls of clay, and shall meet the requirements for one
of the following classes.
Class I—Material (coarse grade). Class I material shall meet the requirements
for one of the gradings given in Table I, using A.A.S.H.O. methods T-11 and T-27•
TABLE I
Requirements for Grading
Percentages by weight passing square mesh ;:.deves
A.A.S.H.O. T-27
Sieve Designations Grading
A B C D
3 100
2 inch . . . 100
100
llZ inch . . . . . . . . . . . .
1 inch . . . . . . . . 35-65 50-80 100
No. 4 . . . . . . . 10-30 15-34 30-40 25-45
No. 200 less than • 10 +0
Class II—Material (intermediate grades). Class II material shall meet the
requirements for on the gradings given in Table II, using A.A.S.H.U. methods T-11
and T-z7.
TABLE II
Requirements for Grading
Percentages by weight passing square mesh sieves
A.A.S.H.O. T-27
Sieve Designations Grading
A-1 B-1 C-1 D-1
3 incl; 100 100
2 inch . . . . 100
IY2 in:.h - 0-80 100
1 inch 4575 5 0-60
No. 4 . . . . . . . . . . . 14-45 20-50 22-55 3
20-50
10 12 12 12
No. 200 less than . . . •
sem-' - ,...�._._... - --.ra.. w--�- - - - -- _ -'—_«...•-- -.......
That portion of the filler, including blended filler, for Class II (2)
material passing a No. 40 sieve shall have a plasticity index of not more than
six (6) , as determined by A.A.S.H.O. Method T-91.
i;oarne aggregate for Class II (2) material shall have a percent of wear
of not more than 50 at 500 revolutions as determined by A.A.S.H.O. Method T-96
(Los Angeles Rattler Test).
Class III—Material (stabilized). Class III material shall meet the re-
quirements for on of the gradings given in Table III (3) , using A.A.S.H.O. methods
T-11 and T-27.
TABLE III
Requirements for Grading
Percentages by weight passing square mesh sieves
A.A.S.H.O. T-21
Sieve designation Grading
A-2 B-2 C-2 D-2
3 inch . . . . . . . . . . . . . . . . 100
2 inch . . . . . . . . . . . . 65-100 100
UY inch . . . . . . . . . . . . 70-100 100
1 inch . . . . . . . . . . . 45-75 55-85 70-100 100
Ainch . . . . . . . . . . . . . 50-80 60-90 70-100
3/8 inch . . . . . . . . . . . . 30-60 40-70 45-75 50-80
No. 4 . . . . . . . . 25-50 30-60 30-60 35-65
No. 10 . . . . . . . . . 20-40 20-50 20-50 25-50
No. 4.0 . 10-25 10-30 10-30 15-30
No. 200 . . . . . . . . . . . . . . . 3-10 5-15 5-15 5-15
The amount of fractured Class III (3) material passing the No. 200 sieve
shall be less than one-half that passing the No. 40 sieve.
That portion of the filler, including blended filler, for Class III (3)
material passing No. 400 sieve shall have a liquid limit of not more than twenty-
five (25) and a plasticity index of not more than six (6) as determined by A.A.S.
N.O. Methods T-89 and T-91.
Coarse aggregate for Class III (3) material shall have a percent of wear of
not more than fifty (50) at five hundred (500) revolutions as determined by the
A.A.S.H.O. Method 7-96 (Los Angeles Rattler Test).
Filler for Blending
If filler in addition to that naturally present in the base course is necessary
for meeting the grading requirements or for satisfactory bonding of the material, it
shall be uniformly blended with the base course material at the screening and crushing
plant or on the road. The material for such purpose shall be obtained from sources
approved by the Ergineer, and shall be free from hard lumps, and shall not contain
more than fifteen (15) percent of material retained on a No. 4 sieve.
CONSTRUCTION METHODS
Placing ar_d Spreading
Materials of the kind and size specified for the course and/or layer shall be
spread in the required quantities and shaped to specific cross section and smooth
surface. The spreading and shaping shall be so performed as to prevent separation
of the coarses from the finer particles of the material.
The depositing and spreading of the material on the prepared subgrade, or on a
completed layer, shall commenoe at the point farthest from the point of loading,
unless otherwise directed, and shall progress continuously without breaks. The
course o:- layer shall then be bladed and rolled on, if the Engineer so directs,
bladed, sprinkled and rolled until the course or layer is thoroughly compacted and
until its `.op surfi :e is smooth and conforms accurately with specified or indicated
grade and cruvn requirements.
After each course or layer of the base has been compyetely compacted, the top
surface shall be checked for smoothness and accuracy of grade and crown, and if any
portions are found to lack smoothness or to fail in accuracy of grade or crown, such
portions shall be scarified, reshaped, recompacted and otherwise manipulated as the
Engineer may direct until the desired smoothness and accuracy is obtained. Additional
filler material may 5e required to be blended into the base material when and if it
appears to be necessary to obtain the de^ired smoothness.
Rolling
The rolling of the subgrade and of each of the layers or courses of the base
shall be done witn suitable three wheeled ten-ton rollers or with special pneumatic
tire rollers capable of providing compre,;oion of 350 pounds per square inch of tire
width for the full compacting width of the roller. A single roller will not be
expected to perform the rolling for more than thirty (30) cubic yards of material
per hours, and additional rollers must be provided when materials are being placed
at a greater rate.
The rolling with three wheel rollers shall in all cases begin at the sides of
the roadway, and shall. progress toward the center of the rr=dway thoroughly covering
the entire surface of the subgrade and each layer of base with the rear wheels.
Rolling with pneumatic tire rollers shall be so done as to cover the entire
surface of the subgrade and each layer of the base (at least twice and/or as
necessary to provide uniform and thorough compaction.)
Along curbs, headers, and walls, and at all places not accessible to the roller,
the loose material shall be tamped thoroughly with mechanical tampers, or with hand
tampers. ,each hand tamper shall weigh not less than fifty (50) pounds and have a
face ;rea of not more than one hundred (100) square inches.
Sprinkling
The sprinkling work shall at all tires be 80ject to the control of the Engineer.
It shall be clone only when and where directed by the Engineer, and the rate of appli-
cation shall be as he directs.
The sprinkling shall be done by means of tunk trucks equipped with suitable
spray bars and adequate control apparatus. In general, the sprinkling work. shall be
done at night or in the early morning hours when the loss through evaporation is at
the minimum.
Curb and Gutter Sections
Curbs anL 'or gutter sections shall be as shown on the plans and shall be constr-
ucted in all subdivision areas. No a-j-haltic concrete ;urbs or extruded Portland
cement concrete curbs will be acceptable.
1
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Driveway Sections
Permits will be required for all driveway entrances to dedicated streets and
County roads. Minimum width of driveways at the property line shall be ten (10)
feet and a minimum of twenty-two (22) feet at the curb line. Additional width may
be granted by the Engineer. Maximum width of driveways shall be twentR (20) feet
for residential areas and thirty (30) feet for commercial areas at property line.
Minimum distance between driveway openings shall be eighteen (18) feet. In
commercial or industrial areas the distance between driveways shall be eighteen (18)
feet for either end and twenty-two (22) feet or -.-iltiple thereof. Asphaltic concrete
driveways ohall have a minimum of six (6) '..,ches of 1Y?"-0 crushed rock base. The
asphaltic concrete shall not extend beyond the property side of the curb. Where
no curb exists, the asphaltic concrete may be extended into the street to meet the
existing, pavement, but will be subject to grades as indicated by the Engineer.
The minimum diameter of culvert pikes allowed for driveways shall be ten (10) inches
and at all intersections the minimum shall be twelve (12) inches or as the Engineer
may direct. The minimum length of all driveway culverts shall be eighteen feet.
Drainage
To provide proper drainage, all storm sewers installed shall be of a size as
approved by the Department of Public Works. It in anticipated that some "Dead Eiid"
;;txeets may create a drainage problem dua to water flowing from the end of such
streets onto private property. The developer will be required to provide any ne-
cessary drainage fo relieve the situation, including all easements, cost of constr-
,iction, etc. The daveloper will be required to submit a drainage plan to the County
Engineer's office for approval before any construction has commenced. The plan to
show profiles of drainage lines, size of pipe, depths and final out fall, loon-I.Aon
of all lines and catch basins.
The standard roadbed section shows the minimum specifacE,tions f"r roadway con-
struction It is understood that the "typical section" shall apply and that any
variation shall be approved by the County Engineer.
Concrete Sidewalks
Portland cement concrete sidewalks may be constructed by the contractor or
developer. They shall conform to the specifications of the County Engineer for
concrete sidewalks.
Concrete sidewalks shall be located one (1) foot inside the right-of-way line
or as directed by the Engineer. Sidewalks shall be five (5) feet in width and four
A) inches in ,iepth. All concrete to be Class "A", 3,300 pounds per square inch
compressive strength in 28 days.
Inspection
The Engineer or his :•epresentative will inspect the project at intervals during
construction. It will therefore be the responsibility of the contractor or developer
to notify the County Engineer's office when conotruction begins, and at each stagee
of the construction, thereafter, so that approval may be granted for each stage of
construction as it is completed. If at any time when work is to begin and an
inspector has beea requested and the contractor or developer fails to begin work,
he will be required to reimburse the County Department of Public Works for the time
lost.
Final approval can only be granted wh,:n the work has been completed and each
stage approved by the Engineer and a map has been provided showing the location of
Fill utilities in relation to the streets.
FINAL INSPECTION AND ACCEPTANCE
Where sewer, water and other underground utility lines have been installed
within the travel portion of the street or road, no paving shall be placed for at
least one year except as follows:
1. Where all excav;.tions have been backfilled with granular material and
properly compacted.
2. Where excavations have been perly compacted, by water settlement and/or
mechanical means using existi excavated material and a performance bond
has been furnished to Washington County in the amount equal to $5.00 per
linear foot of trench. Bond is to cover a period of two years.
3. Where no utilities have been constructed within the traveled portion of
the road or street, the street or road may be paved, providing the Engineer
has approved each stage of construction.
When the project has been complet d and the Engineer so notified, he shall make
a final inspection in company with the contractor or developer and report his findings
to the County Boarl of Commissioners.
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i
ASPHALTIC CONCRETE PAVEMENT
DESCRIPTION
This specification shall be understood to apply to pavement and wearing
surfaces consisting of ane or more courses of asphaltic concrete. The number
of courses of which the pavement fu, -any project is to consist and the cross-
section of each course shall be as sted by the plans.
COMPOSITION OF ASPHALTIC CONCRETE
The asphaltic concrete shall be composed of asphaltic cement, mineral filler,
sand, and crushed rock mixed together in the proportions hereinafter specified.
For convenience of reference the sand shall hereinafter be referred to as fine
aggregate and the crushed r k shall be refe—ea to as coarse aggregate.
ASPHALTIC CEMENT
The asphaltic cement to be used shall be paving asphalt conforming with the
A.A.S.H.O. Standr,rd Specification for Asphalt Cement (M -20) . The penetration
limits shall be 85 + 100.
MINERAL FILLF'R
Mineral filler shall be finely ground stone, Portland cement, or other arti-
ficially or naturally powdered mineral dust approved by the engineer. It 'shall
be free from clay, lumps, balls and deleterious material ai►d shall conform to the
Standard Specifications fol Mineral Filler for Bituminous Concrete Pavement,
current A.A.S.H.O. Description M-17.
Collector dust mby be used as mineral filler, in whole or is part, provided
the dust or ;.he resultant mineral filler mixture conforms to the above requirements.
COARSE AGGREGATE
Coarse aggregate shall be clean crushed rock manufactured from sound, hard
and durable ledge rock or gravel.
The coarse aggregate shall be of uniform quality, clean, hard, durable and
free from thin or elonfated Fieces, sand, di.cintergrated stone, dirt and other
objectionable matter occurring either free or as a coating on the stone.
The sizes and grading of the coaree aggregate shall bt. such that when mixed
with the fine aggregate and mineral filler the resultant mixture will be of the
sizes and gradings specified hereinafter. Each size of aggregate shall be well
and uniformly graded t-tween its specified maximum and minimum limits.
FINE Ar GREGATE
The fine aggregn'Le may be eitt.er natural sand or a manufactured sand or a
uniform combination of the two. It nhall be clean, hard grait,ed and moderately
sharp and shall not contain more than two (2) per cent of loam, clay or other
objet*ionable material. All shall pass a 10-mesh sieve, ane, when ready to be
incorporated with the asphalt, shall contain not more than four (4) percent of
material psssing a 200-mesh sieve.
-1-
..c
ONE CLASS ASPHALTIC CONCRETE
This specification provides for one class of asphaltic concrete, it being
referred to as Class "B" Modified.
PROPORTIONS OF MATERIALS
The materials of which the asphaltic concrete is composed shall be of such
size and gradings that, when proportioned and mixed together, they will produce a
uniform mixture which, when tested by means of laboratory screens, will conform
to the requirements indicated in Table No. 6, and to such other requirements as
are stated in the following paragraphs.
TABLE NO. 6
Class "B" Modifled
Asphaltic Concrete
Size of screen which all
aggregate must pass 1 inch
Percentage of aggregate,
1 1/4 inch to 3/4 inch -------------
Percentage of aggregate
3/4 .inch to 1/2 inch 14 to 23
Percentage of aggregate
1/2 inch to 1/4 inch 14 to 23
Percentage of aggregate
1/4 inch to 10-mesh 17 to 35
Percentage of aggregate
No. 10 to No. 40 1.1 to 20
Percentage of aggregate
No. 40 to No. 200 5 to 17
Passing - 200 3 to 7
Percentage of asphaltic
cement 5 to 7
The percentages stated in the table are percentages of the weight of the
complete asphaltic concrete mixture including the weight of the asphalt. The
aggregate passing the ?n-mesh sieve after the collector dust and mineral filler
have been added shall .net the requirements indicated in Table No. 7.
'FABLE No. 7
Class "B" Modified
Percentage passing 10-mesh sieve and
retained on 40-mesh 30 to 50
Percentage passing 40•-mesh sieve and
retained on 80-mesh sieve 16 to 32
Percentage passing 80-mesh sieve and
retained on 200-mesh sieve 16 to 32
-2-
HEATING AND SCREENING AGGREGATES
Preparatory to the proportioning of the materials, the aggregates, exclusive
of mineral filler, shall be heated to required temperature, and immediately there-
after shall be separated into sizes or grades, one of the sizes ur grades to be
aggregate passing the 10-mesh sieve, and the others to be the sizes or grades
above the 10-mesh sieve for which separate percentages are stated in Table No. 6.
The heating shall be done in a suitable rotary heater or drier.
HEATING ASPHALTIC CEMENT
The asphaltic cement shall be heated in kettles or sumps so designed that the
heating will be uniform throughout the entire mass and that the heat can be posi-
tively controlled at all times. The temperature to which the asphaltic cement is
heated shall not exceed the maximum of 350°F.
PROPORTIONING
The aggregates shall be proportioned in a weight box mounted on app •oved
multiple-beam charging scales, the different 6izes of aggregate being wekghed into
the weigh box one at a time in the pr;portions ordered by the engineer.
The mineral filler shall be wei6ned .9eparately from the aggregate and on
separate scales. After weighing, it may be added to the aggregates either in the
weigh box or in the mixer. If added in the mixer, it shall be added at the center
of the mixer.
The asphaltic cement shall be weighed on separate dial scales limited in
capacity to three times the weight of asphalt required for one mixer batch.
The number of pounds of each size or grade of aggregate, the number of pounds
of asphaltic cement to be used in each mixer batch shall be ac; the engineer orders.
The quantities ordered by the engineer shall be such, however, that the proportions
cf the different materials and sizes of materials will be within the limits herein-
before specified.
All weigh scales shall be of suitable type and in good condition. Their
accuracy shall be proved to the engineer at such reasonable intervals as he may
request it. The main weigh box shall he equil,ped with a discharge gate so arranged
that as the aggregates are discharged into the mixer, the different sizes of
aggregate will be blended together uniformly, or a continuous flow mixer with
accurate control of 3 gates and 3 sizes of aggregate will be allowed to replace
weigh scales.
MIXING
The mixing of the asphaltic concrete shall be done in a mixer of the pug mill
type, the paddles of which rotate at a speed not less than seventy (70) nor more
than ninety (90) revolutions per minute. The mixer shall be in first-class condition,
and the n+imber, type and arrangement of paddles shall be such as will quickly produce
a thoroughly and properly mixed asphaltic concrete.
The properly proportioned hot aggregate and cold stone duet or filler shall be
conveyed to the mixer, first. The hot asphaltic cement shall then be added and the
mixing commenced. The mixing shall continue for at least forty-five (45) seconds
after all of the materials, including asphaltic cement, are in the mixer, and as
much longer as may be necessary to produce a homogeneous mixture of unchanging
appearance.
The volume of the bttch of mixed materials shall not be greater than the rated
capacity of the mixer.
-3-
HAULING AND DISTRIBUTING
The mixture shall be transported to the place of deposit in suitable dump
trucks each load being covered with a tarpaulin while in transq.t to prevent un-
necessary loss of heat. From the trucks, the mixture shall be distributed between
the side forms in a layer of the thickness required to construct the course or
lift, by means of a suitable spreader box.
The temperature at which the asphaltic concrete is deposited on the road shall
be between the limits indicated in accompanying Table No. 8.
TABLE N0. 8
Temperature Limits
Claes "B"
Asphaltic Concrete
Degrees Fahrenheit to which aggregates are to be + 350'
heated before mixing.
Degrees Fahrenheit to which asphaltic cement is + 300°
to be heated before mixing
Degrees Fahrenheit which asphaltic concrete is to 230 to 300"
be deposi'ed on the road
+ Maximum degrees
SPREADING OF BASE AND LEVELING COURSES
Asphaltic concrete for base courses and leveling courses may be spsead .and
finished by hand methods, using hot :3kes and other suitable tools and checking
the the accuracy of surface grade and crown by means of suitable templates, or it
may be spread and finished by spreading and finishing equipment .io designed and
so operated that the surface of the courses finished will be parallel to the
surface to which the wearing; course is to be finished.
SPREADING AND FINISHING OF WEARING SURFACE COURSE
Asphaltic concrete for the wearing surface course shall be spread and finished
by means of self-propelled mechanical spreading and finishing equipment pratided
with a floating screed or strike-off assembly to distribute the mixture into place
for the entire width of the course of for such partial width lanes as may
hbeecreed
practicable, and to strike it off at required grade to required crown.
assembly shall be adjustable to give the prescribed cross-section shape and the
prescribed elevation of strike-off. A pull box type of spreader is preferrable
for all alley paving.
The term "screed" shall be understood to mean -,y cutting, crowding or other
like action which is effective on the hot asphaltic concrete mixture without tearing,
shoving or gouging and which produces r finished surface of uniform texture.
The spreading and finishing machine shall be equipped with devices to roll,
tamp or otherwise provide the required initial compaction.
-4-
JOINTS
A. Construction
The mixture at the joints shall comply with the surface requirements and present
the same uniformity of texture, density, smoothness, etc., as other sections of the
course. In the formation of all joints, provision shall be maee for proper bond with
the adjacent course for the full specified depth of the course. Joints shall be
formed by cuttink, ')ack on the previous day's run so as to expose the full depth of
the course, and the exposed edge shall be given a light paint coat of asphalt, if
necessary. The frost mixture shall be raked against the joint, thoroughly tamped
with tapers, and rolled.
B. Transverse
The placing of the course shall be as nearly continuous as possible. The roller
shall pass over the unprotected end of the freshly laid mixture only when the laying
of the course is to be discontinued.
COMPACTION OF MIXTURE
After spreading, and as directed by the engineer, the mixturo shall tie thor:,aghly
and uniformily compacted by a power--driven three-wheel roller and tandem roll,--
roller, weighing eight (8) tons or more. Polling of the mixture shall begin � �CA311
after spreading as it will bear the roller without undue displacement or heir ...'eckinge
On the first strip spread., rolling shall start in the center and continue toward
either edge. On subsequent strips laid, rolling shall start on the edge adjacent to
previously laid material and continue toward the other edge.
Initial rolling shall be done longitudinally with tandem rollers and/or three-
wheel roller. The rollers shall overlap on snccescive trips. Alternate trips of the
roller shall be of slightly different lengths.
The speed of the roller shall at all times be slow enough to avoid displacement
of the hot mixture. Any displacement occurring as a result of reversing the direction
of the roller, or from any other cause, shall be corrected at once by the use of
rakes, and of fresh mixture where required.
Sufficient rollers of the der rnnted types shall be furnished to adequately
handle the output of the plant. Rolling shall proceed at an average rate not to
exceed 350 square yardr, per hour per roller. Rolling shall continue until all roller
marks are eliminated, until the surface is of uniform texture and true to grade and
cross section and until the density of at least ninety-two (9 ) percent of the theo-
retical density is obtained. Final rolling shall be done with tandem rollers.
The theoretical density shall be computed as follows:
100
DENSITY Mineral Agprc g,.te by Weight Bitumen by Weight
Sp. Gr. Mineral Aggregate + Sp. Gr. of Bitum^n
To prevent adherjon of the mixture to the roller, the wheels shall be kept
properly moistened, but an excess of either water or oil will not be permitted.
The roller shall be kept in good conC tion and shall be operated by competent and
experienced rollermen. The rollers shall be operated in such n manner that all
parts of the pavement shall receive eubstantia_'ly equal compression and be free
from objectionable roller marks;
At all places not necersibie to the roller, the mixture shall. be thoroughly
compacted with hand tampers. Hand tampers small weigh not less than fifteen (15)
-5-
pounds and shall Live a tamping face area of not more than fifty (50) square inches.
The surface of the mixture after compression shall be rmooth aad trite to the esta-
blished crown and grade.
Any mixture which becomes loose and broken, mixed with dir , c. • in any way
defective prior to the application of the fii:ish coat strall be remove" rued replaced
vitt; fresh hot mixture which shall immediately be compacted to conform with the sur-
rounding area, all to be done at the expense of the contractor. Skin patching on
an area that has been rolled shall not be allowed.
TACK COAT
Where the asphaltic concrete is to be placed on a concrete base of an old
concrete pavement, and where it is to be placed against any metal surface, a thin
paint coat of asphalt shall. be applied in advance of the placing. The asphalt used
for this purpose shall, when applied, have a temperature between 3000 to 350°
Fahrenheit. The application shall be thin and uniform, care beir,g exercised to
avoid accumulation of -I phalt in depressions. All. currn in contact with orphalcic
concrete shall be primod.
The use of emulsified asphalt for tact coat will be allowed.
No traffic other than that necessary for confitruction pvxposes shall be allowed
to come upoa ary c.',ur io of the pavement until the course has cumplf.tely r.oaled ;.rd
et.
THICKNESS OF LIFTS
Those coursee of t"e pavement which are of uniform thickneos shall, if their
thickness does not exceed three (5) inches, be conat.u.ted in a single lift or
layer. If their thickness exceeds three (3) ine•hos, such courses shall be constructed
in two or more lifts, no one of which its more than three (a) inches in thickness, and
each lift shall. be separately distributed, spread and compacted in accordAne.' with
the foregoing specifications applicable to the particular course.
Any course rf pavement that is of non-uniform or variable thickness shall, at
places where the maximum thickness, is not greater than four (4) inches, be constructed
in a single lift. Where, the maximum thickness of such a course is greater than four
(4) inches, the course shall be constructed in two or more lifts, no one of which has
an average tha cknee.s greater than three (3) inches or a maximum thickness greater
than four (4) inches. In this case, each lift shall be distributed, spread and
compacted in accordance with the foregoing specifications.
Where n course: is to be constructed in two or more lifts, the thickness of
th•_- r rpective lifts v),all be as the engineer orders. Unlc,ss otherwise ordered by
Vie enrinecr, the tnp surface of each lift shall be parallel to the top surface of
ti,e fininhed pavement.
SURFACE SHOOTHUMOS,
The su•face of rs.> top or wearing surface course, when finished shall bd of
uniform texture, s.noo:h, true to crown rand grade and free from defects of all kinds.
The snjothness shall bc, such that w!l,en tested with a ten (10) foot straightedge
placed an the surf.cc with its centerline parallel to the centerline of the street,
• the maximum devintionq of the surface from the edge of the straightedge will nowhere
exceed one-tenth (0.1) rf all. inch.
-6-
: s 4
MISCELLANEOUS DETAILS OF CONSTRUCTION
Unless otherwise ordered by the engineer, the construction of, each course of
asphaltic concrete pavement shall be such as to prevent hauling over freshly placed
pavement.
The placing of asphaltic concrete will he permitted c;niy during dry weather and
only when the courses or bases on which +he materials are to be placed are dry and
otherwise in good condition. No asphaltic concrete shall be placed when the
atmospheric temperature is below 40° Fahrenheit.
No asphalti^ concrete mixture shall be deposited on the road, the rolling of
which cannot be entirely completed before dark. The placing of asphaltic concrete
mixture at night will not be permitted.
SAMPLES
Whenever called upon to do so, the contractor shell, without charge, i-ovide
the engineer with test samples of asphaltic concrete cut from the completer] pavement
or the individual courses thereof. He shall also provide the engineer with tett
s9mples of the asphaltic concrete mixtures and all materials entering into the work.
KEASURFMFNT AND PAYMENT
For the construction of asphaltic concrete pavement, in accordance k.•ith tt�c
foregoing specif:^ationn, payment will be made at the price bid aer ton for the
respective class of asphaltic concrete used ir the work.
The quantity to be paid for at the price bid for a given class of asphaltic
concrete shall be the number of tons of that class of aspholtie concrete mixture
specificaiiona and the orders of the engineer.
Payment as above 7.nd.icated f•hall be understood to comprise full and complete
payment for the aaphalt-.c concrete pavement in place including the furnishing and
hauling of all materials, tools, equipment and supplier, the performing of all work
raid the b,.aring o!' all incident,]. expense. No separate or additional payment will
be made for the preparing of the subgrade, for the trim,ning of the shoulders or for
any other detall of the work specified to be done, unless otherwise specifically
provided for in the special provisions.
Avoid Verbal Messages
CITY OF TIGARD
To From
Subject Date
Darrell Hayden Ray Davis
vua�4 /l" Gla.
Rt. 2, Box 608 — Beaverton, Oregon
BEAVERi'ON PLANT - 41/2 M1.W.OF BEAVERTON
646-3126 ON FARMINGTON RD.
Corte- -Craw e ,cAbE
PACIFIC STEEL WAREHOUS- CO.
865 N. W. Sl. HELENS ROAD P. O. BOY. 10223 PORTLAND, OREGON 97210
FOR s � a 222.3811
PAT ANDERSEN BEN 1 RAUB FRED WEHRLI
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