01.01.1901 ~ Main Street ~ Taylors Ferry Road
~ 8-8660
UNION STATION, PORTLAND 9, OREGON IN REPLY PLEASE REFER TO
A. W. KILBORN L-20
BLIPERINTHNOHNT June 12, 1961
Tigard Water District
$$31 S. W. Commercial Street
Tigard 23, Oregon
Gentlemen:
Attached is your copy of indenture dated May 26,
1961 covering an 8" underground water pipe line crossing
at Taylorts Ferry Road across our right of way and beneath
track on Main Street, Tigard.
Yours truly,
i
Agcy 15 1961.
Southern Pacific Co.
Portland, Oregon.
Mr. A.VT. Kilborne:-
Below is an excerpt of the minutes of the :Tigard Water District
relating to the proposed construction on Fain Ave.'Tigard, Oregon.
It was moved and .seconded that the installation ~colitract for
insalling th 16 inch culvert under the rail road trarks'on main
Avenur in Tigard:0regon. be awarded to Armco Drainage :A Metal Co.
The motion carried,
Sincerely
Tigard Water District
Per -
Pres.
nr - co! ui - v - yi.s t I 'r/ as.c-c.i
THIS IND$NTt#RT, made this day of , 1961s
by and between SOUTHERN PACIFIC COMPANY, a corporation o the State
of Delaware, herein termed "Railroad", and TIGARD WATER DISTRICT,
a body politic and corporate, herein termed `!Grantee";
WITNESSETH :
1. Railroad, for and in consideration of the sum of FIFTY
.DOLLARS ($50) to be.paid to Railroad by Grantee, and in further con-
sideration of the faithful performance by Grantee of all the terms,
covenants and conditions herein contained, hereby grants-to Grantee.
an easement to constructs reconstruct, maintain and operate one (1)
eight-inch (8") water pipeline within a fifteen-inch (15") casing,
hereinafter termed "structure", beneath the tracks and property of
.Railroad at Tigard in the County of Washington, State of Oregon,
.crossing beneath the center line of Railroad's tracks at Engineer
Station 235+22, in the approximate location shown in red on the
attached print of Railroad's Portland Division Drawing LW 153, dated
March 16, 1961.
Said structure shall be constructed and maintained in
accordance with the specifications indicated on the print of Railroad's
Drawing C.S. 1741, also attached hereto.
do-4.60 roan c
2. This grant is made subject a.nd subordinate to the prior and con-
tinuing.right and obligation of Railroad, its successors and assigns, to
use. all the property described herein in the performance of its duty as a
common carrier, and.. for that purpose, there is reserved unto Railroad, its
successors and assigns,, the right (consistent with the rights herein granted)
.to construct, reconstruct, maintain and use existing and future railroad
tracks, facilities and appurtenances and existing and future transportation,
communication and pipe line facilities and appurtenances in, upon, over, under,
across and along said property.
3. This grant is made subject to all licenses, leases, easements, re-
strictions, conditions, covenants, encumbrances, liens and claims of title
which may affect said property and the word GRANT as used herein shall not
be construed as a covenant against the existence of any thereof.
4. The rights herein granted to Grantee,shall lapse and become void
if the construction of'said structure upon said property is not commenced
within one (1) year from the date first herein written.
5. Grantee shall bear the entire cost and expense of constructing.,
reconstructing and maintaining said structure upon said property. Grantee
agrees.that all work upon or in connection with said structure shall be done.:
at such times and.in such manner as not to interfere in any way whatsoever
with the operations.of Railroad. The plans for and the construction of said
structure shall be subject to the approval of Railroad.
Grantee agrees to reimburse Railroad for the cost and expense to Rail-
road of furnishing any materials or performing any labor in connection with.,.
:.the.construction, reconstruction, maintenance and removal of said structure.,
including, but'not limited to,.the installation and removal of such faisework
and other protection beneath or along Railroad's:tracks, and the furnishing
of such watchmen, flagmen and inspectors'as Railroad deems necessary.
In.the event Railroad.shall at any time so require, Grantee, at Grantee's
expense,-shall reconstruct or alter said structure or make changes in the
location thereof upon receipt of written notice from Railroad so to.do.
6.. As.part consideration, Grantee agrees. to-pay Railroad an amount
equal to any and all assessments which may be levied by order of any authorized,.
lawful body against the property of Railroad (and which may have been paid
by Railroad) to defray, any part of the cost or expense incurred'in.connection
with the construction of said structure upon said property commenced within,
one (1) year from.the date first herein written.
7. Grantee, its agents and employees, shall have the privilege of en-
try on said property for the purpose of constructing, reconstructing, main-
taining and making necessary repairs to said structure. Grantee agrees to..
keep.said property in a good and safe condition free from waste, so' far as
affected by Grantee's operations, to the satisfaction of Railroad. If'Grantee
fails to keep said property in a good and safe condition free from waster then
Railroad may perform the necessary work at the expense of Grantee, which ex-
pense Grantee agrees to pay to Railroad upon demand.
8. In the event any work upon or in connection with..said structure
or its appurtenances, to be done upon or adjacent to the tracks and pro-
perty of Railroad, should be let to a contractor by Grantee, such work shall
not be begun until such contractor shall have first entered into an agree-
ment.with the railroad company which operates on said property, satisfactory
to said company and indemnifying Railroad from and against a.ll clai.ms,.hia
bility,'cost and expense growing.out of the performance of the work to be
done by such contractor.
Such contractor shall furnish, at the option of and without ex-
pense to Railroad, a reliable surety bond, in An amount and in a form
satisfactory to said company, guaranteeing the faithful performance of
-2-
4/1160 - Form C
all the terms, covenants and conditions contained in said agreement and a
certified copy of a policy of Public Liability and Property Damage insur-
ance, within limits specified by, and. in a form satisfactory to, said Com-
pany, covering the contractual liability assumed by contractor in said
agreement to be entered into with said Company by such contractor.
19. 'Gran'tee shall assume all r1s'k of damage to said stra-cture anal
appurtenances,"and to any other property of Grantee, or any property
under the control or custody of Grantee, while upon or near the property
of Railroad, caused by or contributed to in any way by the construction,
operation,. maintenance or presence of Railroad's line of railroad at the
above mentioned location.
Grantee agrees to indemnify and save harmless Railroad, its officers,
employees, agents, successors and assigns from all claims, liability, cost
arid-expense, howsoever same may be caused, including reasonable attorney's
fees, for loss of or damage to property and for injuries to or deaths of.
persons arising out of the construction, reconstruction, maintenance; pre
sence or use of said structure, regardless of any.negligence or alleged
negligence on the part of Railroad employees.
The word "Railroad" as used in this Section 9 shall be construed to
include,.in addition,. to Railroad, the successor's, assigns and affiliated
companies of Railroad and any other railroad company that may be lawfully
operating upon and over the tracks crossing said structure and th.e.
officers and employees thereof.
10. Should Grantee, its successors or assigns, at any time abandon
the use of said property or any part thereof, or fail at ;any time to use
the same for the purpose contemplated herein for a continuous period of
one (1) year,.the right hereby given shall cease to the extent of the use
so abandoned or discontinued, and Railroad shall at once have the right,
in addition t"o but not in qualification of the rights hereinabove reserved,
to resume exclusive possession of said property, or the part thereof the
use of which is so discontinued or abandoned.
Upon termination of the rights and privileges.hereby granted, Grantee,
at its own. cost and expense, agrees to remove said structure from said pro-
perty and reatore'sa d_,.prope.rty as nearly as practicable to the same state
and coridit oin in which it existed prior to the construction of said strut
ture. Should Grantee in such event fail, neglect or refuse to remove said'
structure-ands-restore said property, such removal and restoration may be
performed by Railroad at the expense of Grantee, which expense Grantee
agrees to pay to Railroad upon demand.
11. This indenture shall inure to the benefit of and be binding upon
the successors and assigns of the parties hereto.
-T t.,Tm*~ce-ir,iuFRF('jF_ the parties hereto have caused these
presents to
umitten.
STATE OF CALIFORNIA,
City and County of San F Cisco f ss.
On this : of
before me, NORMAN T. STONE, a NeQPuW blic inand for the City and Cv ~ year One Thousand' Nine Hzindred and~__
(65 Market St.) , M Jatk and T. F. of San F'rnnet=1 State. of California, personall
Ryan, known .to me to. be the G Y appeared
ant Secretary, respectively, of the corporation described in aened l Mall ge, and Assist..
instrument, and also known to me to be the executed the within
lion therein named and th persons who executed it on behalf of the corpom_
they acknowledged to me that such corporation execut¢d.thesame.
IN WITNESS WHEREOF, I have hereunto set m
hand'
official seal at my office in the City and Cou i and affixed my
this certificate f-
,,-ve u7 itten. of 0, t may and year in
Corporation No lic in and for the City and C
by of San Francisco, State of California,
MY Commission Expires October 25, 1964.
Form Approved:
Contract Attorney
Approved as to Corporate Owner:..,
Valuation fficer
Approved
Chief Engineer
Description Correct:
Division Engineer
Recommended:
Superintendent
Form of Execution 'Approved:
ontra.ct ttorney
PoRTLANC DIV'M
-0R4*INGLVV 153
h~ I
V3 2
6 ~ fi ~ JI
234+07 2
E. S
TI6ARD S. W commEpCI~II.
M.P 751.1 _ Vol T
?UC/SeY
ci4
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F U11 Ki ! b r o ",IL~SBuRC, uc O Z A
.
r, d ` n
t
UO Tv~
V~
wIll,
9 CO
Wate.r Pips Crn56ln3
Cast iron Pipe, TYTans .Its
Pipe Gas~n9^1264pUTNERN PACIFIC COMPANY
PACIrIC LINES
y , - t =.~\R I~es C S. 114?.-Min Deplh 3' below
Tl~~ grviov"t 8 r~ aucH
I l BoNOm04 'Tile.
T1GARD
.
LEGEND
_ REO shows lease Lease for Underground Waier Pipe C(05sin3
T 1 G ARD WATER DISTRICT
s aws S.P. Co. praperi J I ne SCALE; r1-zM0 rnv March i(-,1161
Note : tom d ab/e substanr es9 ar sfao g 51)e, 1741
see C. S. /742. G~00d TABLE I
5ubgrade . ~ ~ '
THICKNESS OF PIPE CASINGS
^ BOaom of Ditch or FOR SUPPORTING TRACK
fxisting Ground Line los/de Corrugated Smooth
Diameter Iron Pipe SleelPipe
US Std. Min.Thich
-Carrier Pipe -olpf - o - - - '751V Pipe Carrier Pipe, Inches Gage No. Inches
1y-- . Pipe Line under pressure _ _ /Z 14 _Y/6
/5, /6 /4 4
59' 1.50 12=0" 12=0' 15,0 Z/ 24 12 y
3036 l0
PIPE /N EMBANKMENT (See General Rule 2) PIPE IN CUT 48,54,50 8
'TABLE ff
RULES GOIIERN/NG THE INSTALLATION OF PIPE LINES TRANSMITTING CONCRETE ENCASEMENT
WATER OR OTHER NON-FLAMMABLE SUBSTANGES WHEN CROSSING 2. Metal casing for supporting track shall conform to thicknesses FOR PIPES
UNDER TRACKS: shown. in Table I and shall have joins of ether screw, welded or Number of
riveted type. It she// be galvanized or shall he dipped in preserdalire
GENERAL material and thorou hl coated inside and aulside. D' A Longitudinal
1. Distance from bottom of tie to top of pipe, casing or concrete 3. Concrete casing~o supporting track sha// have Jhe s>renglh Inches Inches %2°m Bars
encasement shall be not less than 3=0', specified in current ASTM serial Designation n for Standard 10,12 4 4
2. Pipe Imes under pressure, cross/rrg main (racks and sidings, shall Strength pipe far sizes less Ma<r 24" /n diameter and far Extra 15 5 4
be insla/led in ap approved casing. Length of such casing shall be Strength pipo for sizes 24"ar larger in diameter. A// joints shall 18 s B
as sbawn on fhe drawing above. he water•tiyht and of an approved lype of construction.
3 Pipe hoes under pressure crossing tracks other than main tracks 4. The inside diameter of casing sha// be at /east 2 inches !21, 24,21 6 8
and sidings, and pipe haves nol under pressure crossing any /rack, greater Man the /argest outside diameter of carrier pipe. 30 7 12
do nol reQu/re a casing provided Me carrier pipe is of sufficient 5, 51zes of casing /anger than shown in Tad/e 1 are special cases C 33 8 12
strength to. support the track and has wa}er tight joints. for such and wi// be decided upon fheir merits. 36 9 12 i
pipe lines, casings !/ghler than spec/fled in Tah/e I for sgaporlWy 6. Cas/ay shall be so installed as to preyenl formation of waterway
track may he used for ins/a/ling pipe, provided the space helween carrier under the railway. It shall have eyes bearing throughout its tengM
pipe and casing is bac.Efi%/ad wi/h grout ar sand. and shall slope toward one end. A y2"05firrups A
If carrier pipe does ool Aare sufficient slrenglh to supporl track, 7 When practicable, casing may be installed by fhe jack/7y or 2t-0 c.16, c.
casing or concrefe elwasemenl musl &e installed, Length of casing boring method. !f installed dy tunneling, space around tarriet pipe
measured at right angles M /raack shall extend each side of center must be hackfrlled with groul or savd. =
line of track four leet plus the vertical distance from &&am of tie 8. When placed in open cut, p~oe Imes having diameter of 36" or ~a ~ d
to top of casing or encasement but soft less Phan ten feet, except less, when crossing tracks other than main tracks and sid,?fs, may °
Thal where casing /s insta/fed Mrough railroad emhankment sha// be encased in concrete as shown /n ,gale Q.
extend beydnd slope of embankment. 9. Where the ends of the casing are below ground, Mey shall he
4 No pipe //nes shall he /a/d through or under bridges ar cu/ver/s, sultab/y protected aya/nst the en/rance of foreign material,
where there is like/ihood of res/ric/ing Me area required for Me which might prevent ready removal of the carrier pipe. 01
purpose for whleh Me br/ages or cu/verls were bull/, ar enda?gerhy Where the ends of the cas/ng are at or a6wd, ground surface and
foundalioris of im rtant sfroclures, adore h/ h water level, they may he left open, rovided dra?/na9e o
P° 9 P •Clear
5 !f add/l/ona/ /racks are constructed /n the future, the proteclioo 15 afforded /n such a manner lhat leakage wi11 be conducted ° ypica/
shall be correspond/ng/y erlended. away from the roadbed and struc/ures.
'
6 Inverted s/phons for drainage or irrigat/on ditches (CT 1705) /0. Requirements for casings for pipes under /77&/ /7 tracks and o J1
us/7g steel p/pe w/fh welded or screwed jo/nfs or corrugated iron sidings m 4edicated streets may be modified when authorized
p/pe whh ell seams and joints close riveted and soldered, having a by Chef Eng/neer.
d/ame/er of 48 /aches or less and the refalred strength to supparl CARRIER PIPE ,
track, may he insta/led wi/haut a cas/ng, t. Carr/er p/pe shat/ be of an approved type w11h water-fight SOUTHERN PACIFIC LINES
CASINGS joints. COMMON STANDARD
1. Casing may be of e/lher corrugated Iron, smooth steel or coocrele. 2. Corrugated iron, smooth steel or cancrele. carrier p/pe
I/ shall have sulf/c/ent slreng/h to support track, excep/ that a when ased w/thout a cas/ng sha// have the same strenglh as PIPE LM ES
//ghter casing may be used for /nsla//al/an purposes as provided reguired above for cas/ngs,
in Genera/ Rule 3 above: 3. Cast Iran carrier p/pe used w/Madf a casing shall have a FOR NON-FLAMMABLE : SUBSTANCES
Nesfab/e (knocked dawn). type plain galvanized carruyaled pipe thickness not less /fan Mat speclled for C/asS /50 Cast Iroo pipe: CROSSING UNDER T RACK
of gage correspor/d/ng to requirements of Tab/e I may be
used /a protect carrier pipes lhal are already !n place. NO SCALE AOOPTEO APR: 20,1953
REVISED JAN. 2, 1958
TIGARD WATER DISTRICT
INSTALLING WATER MAIN ON SA. IYIAIN ST. & S.W. COILdERCIAL ST.
Bids Received May 29, 1961
k FLOYD E. EUGENE SYSTEM PAGE
Item quantity PRENTICE RUEDY CO. CONSTR. CO. CONSTR.
Unit Amount Unit Amount Unit AmOUnt Unit Amount
Install 8" C.I. pipe 2,000 lin.ft. 1.30 421600.00 1.38 021760.00 4 1.20 421400.00 41.50 39000.
Install 6" C.I. pipe 50 lin.ft. 2.50 125.00 3.00 150.00 2,50 125.00 3,50 125.
tall.4" C.I. pipe 50 lin.ft. 2.50 125.00 3.00 150.00 2.50 125.00 3.00 150.
i..atall 8" Gate valve unit 3 units 12.00 36.00 8.00 24.00 15.00 45.00 10.00 30.
Install o" Gate valve unit 1 unit 12.00 12.00 15.00 15.00 15.00 15.00 6.00 6.
M.J.C.I. fittings 11600 lb. 0.08 128.00 0.08 128.00 0.10 160.00 0.10 1600
Relocate fire hydrant unit 1 unit 100.00 100.00 75.00 75.00 100.00 100.00 75.00 75.
" Corporation stop 15 corps. 6.00 90.00 3.00 45.00 8.00 120.00 3.00 45.
" Angle meter stop 5 stops 3.00 15.00 3100 15.00 3.00 15.00 3.00 15.
s" Copper union 6 unions 2.00 12.00 2.00 12.00 3.00 18.00 2.50 156
" Copper service pipe 100 lin.ft. 0.90 90.Q0 1.25 125.00 1.00 100.00 1100 100. i
heconnect service pipe 10 recon. 1100 10.00 2.50 25.00 3.00 30.00 5.00 506
Pavement Cut & hepair 140 sq.yd. 6.00 840.00 7.00 980,00 6.00 840.00 7.00 980.
d gravel
170 ck.yd. 5.00 850.00 3,00 510.00 5.00 850.00 5000 850. ~
h411road crossing 2 rings 75.00 150.00 135.00 270.00 100.00 200.00 50.00 100.
Connection with existing main 7 conns. 50,00 350.00 40.00 280.00 50.00 350.00 20.00 140.
Restoring improvements 2,100 lin.ft. 0.10 210.00 0.10 210.00 0.20 420.00 0,20 420.
+ Total
~5,743:UO 45,774.00 45,913.00 46,311.
Begin pork Junre 51 1961 Aug. 152 1961 In 10 days As directed
Complete work In 30 days Sep. 15. 1961 In 30 days In 30 days
Engineer
C
TICARD WATRR DISTRICT
INSTALLING WATER UAIW
ON
S.W. XUX ST. & S.W. COMIERCIAL ST,
IlftTATIOH 70 B
Sealed Vida ui.ll'be reseived by the Tigard Water
District at the office of the 39ngineer until 12:00-
moon 9, D.B.T. , Kenday9 IMy 29, 1961. Proposals
shall be in accordance with Standard Specifications'
and General Conditions of Aden W. Carter, Engineer.
Aden W. darter, Engineer
1209 Oregon Eanh'Eldg,
Portland 4, Oregon
TIGARD WATER DISTRICT
SCHEDULE OF PRICES
Proposal for installing water main and appurtenances on S. W. Main Ste and
Commercial Ste in accordance with plans and specifications of Elden W. Carter!
Engineer,
Item Quantity U.-At Price Amount
Install 8" C. I. pipe 2§000 line ft.
Install 6" C. I, pipe 50 lin, ft. ffi 2 • ~ $).25-
Install 40 C. I. pipe 50 line ft. d d
Install 8" Gate valve unit 3 units a • d. 6 d.0
Install 6" Gate valve unit 1 unit $ I $ 1 A. O U
M.J.C.I. fittings 10600 lb.__._,_LD~„
Relocate fire hydrant unit I unit 0 Me) - 6 6- 0 . U d
3A" Corporation stop 15 corps. $ g101 d d
$ f.S.
3A" Angle meter stop 5 stops 3,,66
3/4" Copper union 6 unions • D D I~ . 6 d
3A" Copper service pipe 100 line ft. 4"6
Reconnect service pipe 10 recone $ d6i
Pavement out and repair 140 sq. yd, $ v
Road gravel 170 cu. yd. $ S. Railroad crossing 2 crossings _ 7„-, S G d L d U
'
Connection with existing main 7 oonne. e0 $,_3 S6. J0
Restoring improvements 2,100 line ft. , D ~9-/ d L
TOTAL
Contractor proposes to Bid submitted by
Begin work ; i
Complete work 14,
Date, 7rr av Q / y /
1
TIGARD WATER DISTRICT ,
SUPPLEMENTAL SPECIFICATIONS
GENERAL
This contract covers the installation of an 8" cast iron water main and
appurtenances on S. W. Main St. and S. W, Commercial Ste as shown on the
accompanying drawings,
MATERIALS FURNISHED Br THE DISTRICT
The district will furnish 8" Tyton joint cast iron pipe in stock piles
near job site; all other water works materials at job site or district
storage yard, 8841 S. W. Commercial St,
MATERIALS FURNISHED BY THE CONTRACTOR
The contractor shall furnish concrete for blocking and sidewalk repair,.
base gravel and asphaltic concrete for repairing pavement cuts, road gravel,
and materials for restoring improvements,
LOCATION OF NEW MAINS
The new mains will be located as shown on the drawings,, Minimum cover
shall be 36" below street grade or adjoining ground surface, whichever is
lower.
The new main in "downtown" Tigard" will be installed in the place of and
below the existing 6" O.D. pipe. The District will install temporary pipe at
the curb line and connect and maintain services until the new 8" main is
activated and the services reconnected by the Contractor. The price bid for
installing the new main shall include removing and disposing of the existing
6" O.D. steel pipe.
RELOCATE FIRE'HYDRANT UNIT
The existing fire hydrant unit will be removed and reinstalled in the
sidewalk area as directede Price bid shall include concrete out and repair.
The hydrant connection is b" open bell and may require lead joints.
RECONNECT SERVICE PIPE
Price bid for reconnect service pipe shall include connecting existing
copper service pipe directly with new corporation stop without the use of
additional pipe or fittings.
PAVEMENT CUT AND REPAIR
Price bid for pavement out and repair shall include all base rock and
asphaltic concrete to meet the requirements of the State Highway Dept. or
County-Road Dept.
s 1 .1
i
ROAD GIUVEL '
Aced gavel Shall. be furnished and placed by the Contractor at locations
and.in.quantitiee as directed by the Engineer. Road gravel shall be satis-
factory to the County Road Dept.
RAILROAD CROSSING
Steel casings will be installed under the railroad tracks inter another
contract. Price bid for Railroad Crossing shall include installing 8" C.I.
pipe in casings under all five tracks, and necessary excavation and backfill.
CONNECTION WITH EXISTING- MAINS
Connections with existing mains shall'be made as shown on the drawings,
PERFORMANCE BOND
A performance bond in the full amount of the contract will be required.
~2-
AGREEMENT
THIS AGREEMENT, Rude and entered Into in. -duplicate this
day of June , 19,61 , by and between the
TIGARD WATIR DISTRICT
hereinafter called the "Owner's and FLOYD B. PRENTI.CE
hereinafter called the "Contractor"s
WI THE SSE TH;
..Said Contractor, in consideration of the sums to be paid to
him by the said Owner, in the manner and at thetimes hereinafter
provided, and of the.other covenants and agreements herein containeed,
hereby agrees to e.onstrue;t water mtin and appurtenanaes
and to furnish all necessary machinery, tools, apparatus, materials,
and labor, and,.to.eomplete the work in a most substantial and work-
manlike manner, according to: this Agreement and other Contract
Documents re..ferred:.to herein.and made a part hereof, and. such modi-
.fications of the same and other directions that may be made as
provided therein*
CONTRACT DOCUMENTS
The Advertisement for Bids, the accepted Proposal, Instructions
to.Bi:dders,.the General Provisions, if any, the Specifications, the
following enumerated Plans and the following enumerated Addenda are
.hereby made part and parcel of this contract to'the same extent as
If incorporated herein f.ully....
1,
Agreement
Enumerated .Plans.
Drawings titled: Tigard Water District
Proposed Blain Replacement
S.Wa Blain & Commercial St.
Railroad Crossing - S.W. Main St.
En ra:ted;:Ad.denda;
PAYIUIENTS _
In consideration of the faithful performance of the work herein.
embraced, as set forth in this Agreement and in the above-mentioned
Contract Documents, in accordance with the direction of the Engineer
and to his satisfaction, said Owner agrees to pay to said Contractor
the amount earned, computed as provided by the Contract Documents,`
and to make such payments in the manner and at the time provided in,
said Contract DocuMents4
~e
Agreement
IN WITNESS WHEREOF, the said parties have caused this Agreement
to be executed in duplicate. the day and year first above
mentioned.
TIGARD WATER DIST~CT
ne r
am
Chairman
itle o Office
ATTEST:
ame
Secretary
(Title of Office
FLOYD E. 2RENTrICE
ontrac or
In the Presence of: B~` I~
ame
` Owner
apacIty
...30
• M
TIGARD WATER DISTRICT
USTADIING WATER ]CAI][
ON
S.W. ST. & S.W. COIAL ST.
_IMT MON M BIDS
Seated bids will be received by tke Tigard'Water
District at tke office of the Engineer until moo
goons D.B.T., Monday, Iray 29, 1961. Proposals
skall be in accordance with Standard 8pecifications'
and General Conditions of Elden W. Carter, Engineer.
Elden W. Carter, Engineer
1207 Oregon Bank Mind
Portland 4, Oregon
TIGM WATER DISTRICT
SCHEDULE OF PRICES
Proposal for installing water stain and appurtenances on S. We Main Ste and.
Commercial Ste in accordance with plans and specifications of Elden W. Caruerp
Engineer.
Item Quantity 13:dt Price Amount
Install 6" C. I. pipe 2 000 lin. fte $ 1:30 $ 22 600;00
Install 6" C. I. pipe 50 lin. ft. $ 2.50 $ 125,00_
Install 41, C. I. pipe 50 lin. ft. & 2.50 $ 125.00
Install 8" Gate valve unit 3 units $ 12.00 $ 36.00
Install 6" Gate valve unit 1 unit $ 12.00 0 12.00
M.J.C.I. fittings 10600 lb. 0.08 $ 128.00
Relocate fire hydrant unit 1 unit $100.00 $ 100.00
3/41, Corporation stop 15 corps. ~ 6 e00 $ 90.00
3/4" Angle meter stop 5 stops 3.00 $35,_00
3 AU Copper union 6 unions 2 s 00 $ 19,00
3/40 Copper eervioe pipe 100 line ft. ~ 0.90 $ 90.00
Reconnect service pope 10 recon. 1.00 10.00
Pavement cut and repair 140 sq. yd. $ 6.00 $ 840.00
5.00 850.00
Road gravel 170 au. yd.
Railroad crossing 2 crossings $ 75.00 $ 150.00
Connection with existing main 7 conic. $ 50.90 lk 350100
Restoring improvements 2,100 line ft. t 0.10 # 210.00
TOE, $ 5,743000
Contractor proposes to Bid submitted by
Begin work June 15, 1961 ELOYD E. PRL'NTICE
Complete work In 30 d&ye.Owner „
Date May 29, 1961
T'IC=M WATER DISTRICT
SUPPLEMENTAL SPECIFICATIONS
GENERAL
This contract covers the installation of an 8" cast iron water main and
appurtenances on S. W. Main St. and S. W. Commercial St. as shown on the
accompanying drawings.
MATERIALS FURNISHED BY THE DISTRICT
The district will furnish 8" Tyton joint cast iron pipe in stock piles
near job site; all other water works materials at job site or district
storage yard, 8811 S. W. Commercial St.
MATERIALS FURNISHED BY THE CONTRACTOR
The contractor shall furnish concrete for blocking and sidewalk repair,
base gravel and asphaltic concrete for repairing pavement cuts, road gravel,
and materials for restoring improvements.
LOCATION OF NEW MAINS
The new mains will be located as shown on the drawings, Minimum cover
shall be 36" below street grade or adjoining ground surface, whichever is
lower.
The new main in "downtown" Tigard" will be installed in the place of and
below the existing 6N O.D. pipe. The District will install temporary pipe at
the curb line and connect and maintain services until the new 8" main is
activated and the services reconnected by the Contractor. The price bid for
installing the new main shall include removing and disposing of the existing
6" O.D. steel pipe.
FOCATE FIRE HYDRANT UNIT
The existing fire hydrant unit will be removed and reinstalled in the
:sidewalk area as directed. Price bid shall include concrete cut and repair.
The hydrant connection is 6"- open bell and may require lead joints.
RECONNECT SERVICE PIPE
Price bid for reconnect service pipe shall include connecting existing
copper service pipe directly with new corporation stop without the use°of
additional pipe or fittings.
PAVEMENT CUT AND REPAIR
Price bid for pavement out and repair shall include all base rook and
asphaltic concrete to meet the requirements of the State Highway Dept. or
County Road Dept.
1 r
Road gravel shall be furnished and placed by the Contractor at locations
and in quantities as directed by the Engineer. Road gravel shall be satis-
factory to the County Road Dept.
RAILROAD CROSSING
Steel-casings will be installed under the railroad tracks under. another
contract. Ptce bid for Railroad Crossing shall include installirt.;g 8" C.I.
Pipe in casings under all five tracks, and necessary excavation and backfill.
CONNECTION WITH EXISTIND MAINS
Connections with existing mains shall be made as shown on the drawings.
PERFORMANCE BOND
A performance bond in the full amount of the contract will be required.
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AGREEMENT
THIS AGREEMENT, Rude and entered into in dnalieate this
day of June , 19 61 , by and between the
TIGARD WATLh DISTRICT
hereinafter called the "Owner" and °'L
hereinafter called the ".Contractor".
WITNESSETH:
Said Contractor, in consideration of the sums to be paid to
him by the said Owner, in the manner and at the times hereinafter
provided, and of the other covenants and agreements herein contained,
hereby agrees to construct water nitin and apps rtenanaes
and to furnish all necessary machinery, tools, apparatus' materials,
and labor, and to complete the work in a most substantial and work-
manlike manner, according to this Agreement and other Contract
Documents referred to herein and made apart hereof, and such modi-
fications of the same and other directions that may be made as
provided therein.
CONTRACT DOCUMENTS
The Advertisement for Bids, the accepted Proposal, Instructions
to Bidders, the General Provisions, if any, the Specifications, the
following enumerated Plans and the following enumerated Addenda are
hereby made part and parcel of this contract to the same extent as
if incorporated herein fully.
L,
Agreement. .
,Enumerated Plans s
Drawings titled; Tigard Water Dietriot
Proposed Main Replaoezent
50,44 gain & commercial at#
Railroad Croe>sing - SOW. gain 6t.
Enume rated Addenda; :
,,:..7rt.l'l
PAYMENTS
In consideration of the faithful performance of the work herein
embraced, as set forth in this Agreement and in the above-mentioned
Contract Documents, In accordance with the direction of the Engineer
and to his satisfaction, said Owner agrees to pay to said Contractor
the amount earned; computed as provided by the Contract Documents,
and to make such payments in the manner and at the time provided in
said Contract Documents,
2¢
Agreement
IN WITNESS WHEREOF] the said parties have caused this Agreement
to be executed in d"l.igall the day and year first above
mentioned,
ner
B -
ame .
Oi~ i rrc~.ti
tle of O fice
ATTEST:
e
~edretaxy
(Title of fft.ce
Contrac or
In the Presence of: BV iL,&. A~
ame
Owner
apacity
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