Explorer Pipeline-SP 870519 PL-124
AFE 2301, LOC. 237
EXPLORER PIPELINE COMPANY
12-3/4" O.D. DALLAS LATERAL LINE REROUTE
FOR ROYAL LANE EXTENSION & U.S. POST OFFI
BULK MAIL HANDLING FACILITY
DALLAS COUNTY, TEXAS
CE
PL-124
12" Pipeline Relocation
Royal Lane Extension
U.S. Post Office Construction
Dallas Co., TX
INDEX
ITEM
The following are included and become a part ¢
DESCRIPTION
1 Index & Instructions to Bidder
2 Contractor's Proposal
3 Description of Work Included
4 Construction Agreement
5 Exhibit "A", Table of Contents
6 Exhibit "A", Part II, General ConditJ
7 Exhibit "B", Price Schedule
8 Exhibit "C", Index
9 Exhibit "C", Specifications
10 Exhibit "D", List of Drawings
11 Exhibit "E", Materials to be FurnishE
by Company
12 Exhibit "F", Acceptable Materials to
Furnished by Contractor
13 Exhibit "G", Acceptable Equipment to
Furnished by Contractor
14 Affidavit
ITEM NO. 1
Page 1 of 3
f this contract:
NO. OF PAGES
3
1
7
5
2
.ons 14
2
1
55
1
:d 2
be 1
be 1
1
INSTRUCTIONS TO BIDDER
Bidders shall inspect the site of the work and obt
sufficient knowledge of existing conditions as affect t
Should any discrepancy in or omissions from the
specifications or drawings be found, or should the bidd
doubt as to their meaning, he should notify the person
the ,'Instructions" at once and written clarification w~
to all bidders.
Attached is a copy of the contract form which will
in completing the contract on the work with the succes~
bidder. If a bond is required, the Company reserves t!
privilege of specifying the bonding company. In order
expedite a contract, in the event you are the successf%
you may wish to take steps at this time to satisfy the
company as to your qualifications for a bond.
The proposal sheet must be completed and submitte~
bid. The bid is to be entered on the proposal sheet al
attachments as provided. The extra loose proposal she~
your retention.
Bids shall be submitted in'sealed opaque envelope
show the applicable name of the project.
Bids must be presented no later than the date and
requested to receive consideration.
Since time is of the essence of the work, the suc
bidder will be expected to give satisfactory assurance
ability and intention to complete the work within the
scheduled given in his proposal.
Bidders shall advise whether union or non-union
be used in the performance of the work.
Bidders shall sign their proposal with the exact
firm to whom the contract is to be issued. If the fi~
corporation, show the state in which incorporated; if
partnership, give name and address of each partner; o~
individual, give business address.
The Company does not obligate itself to accept ti
any other bid, and reserves the right to reject any o:
~EM NO. 1
~ge 2 of 3
ain a
5is work.
~r be in
Lssuing
kl be sent
be used
."ul
~e
to
~1 bidder,
bonding
with the
%d/or
~t is for
marked to
hour
:essful
~ of his
~ime
abor will
name of the
~ is a
a
if an
~e lowest or
all bids.
All plans and specifications are the property of
Company. If bidder submits a proposal containing any
means of doing the work other than provided in the pl~
specifications, such submission shall constitute a
bidder of any claims against the Company, its subsidi~
parent companies or agent or employee of such compani~
methods, designs or ideas contained therein.
Bidders shall be advised to whether they are the
bidder as promptly as possible after the bids are pro~
In the event you are selected as the successful
before the contract can be consummated, it will be ne
you furnish a certificate of insurance according to
the contract.
ITEM NO. 1
Page 3 of 3
the
method or
~ns and
Lver by
~ries or
~S, ' as to
successful
:essed.
~idder and
=essary that
terms of
PL-124
12" Pipeline Relocation
Royal Lane Extension
U.S. Post Office Construction
Dallas Co., TX
CONTRACTOR'S PROPOSAL
INQUIRY NO.
Explorer Pipeline Company
P. O. Box 2650
Tulsa, OK 74101
Attention: Purchasing Agent
Date
Place
Having examined the form of company contract ar
specifications and being familiar with all conditior
upon the execution thereof, the undersigned propose~
all materials, labor, equipment and services necess~
reasonably incidental to the completion of the work
or prices as shown in Exhibit "B", Price Schedule,
therein) described as follows:
Relocate 12-3/4" pipeline to an elevation of 5
clear proposed channel, 16" water line, and the extE
south, of Royal Lane. Then trench and lay line to ~
of pipe depth of 48" around the U.S. Postal and Min~
perimeter to the east of Royal Lane and tie into exi
east of the existing spur railroad crossing. Also t
to the NE corner along DFW property perimeter to ap~
minimum top of pipe depth of 84" and then west alone
to tie into existing line at a minimum top of pipe
A 12 "gate valve will be installed in a prefab con
the SW corner of the U.S. Postal Service property.
is located in the City of Coppell, Texas, west of t!
intersection of Freeport Parkway and Bethel Road.
If awarded the contract, the undersigned agree~
immediately a company contract and complete the wor)
calendar days.
Respectfully submit~
(Firm Name to be Use(
(Name) (Ti~
Contractor to type or print the following informati(
It is intended that labor will bE
(Union or Non-Union)
performance of this work.
State licensed to do business if applicable to this
License Numbers
Firm Name
ITEM NO. 2
PAGE 1 OF 1
Ld
LS bearing
'.to furnish
.ry for and
(at the price
.nd explained
.2 ft. to
~nsion, to the
· minimum top
'ard property
.sting pipe
~rench north
~roximately a
i Bethel Road
[epth of 48".
~rete vault in
The project
~e
to execute
within
ed,
in Contract)
~le)
used in the
Address
State
Individual PartI
proposal
~ership
Telephone Number
City
Check Whether Corporation__
Incorporated in State of
(If partnership, give name and address of each ~artner.)
PL-124
12" Pipeline
Royal Lane Extension
U.S. Post Office Construction
Dallas Co., TX
DESCRIPTION OF WORK INCLUDED
General
The work to be done requires the Contractor t.
necessary pipeline construction equipment in good
supervision and labor to complete the work.
Contractor is cautioned that this is an opera
Crews must use necessary precautions to prevent d~
pipeline.
An essential part of the contract is the cons'
supervisory vigilance required of the Contractor il
protect the general public, the private property ul
Contractor will work, the Contractors employees, El
all other Contractors involved with the Royal Lane
Office construction.
Ail excavation around the pipeline will be
pipeline is operating at full capacity. The drain
will be accomplished while the pipeline is shut do,
minimum of pressure. Any damage to the pipe coatil
repaired by Contractor at no cost to Explorer.
ITEM NO. 3
Page 1 of 7
) furnish
repair, field
king pipeline.
nage to the
kant
~ order to
~on which the
~plorer's and
&'U.S. Post
he while the
down operation
~n with a
~g shall be
Contractor will be responsible for location ol utilities
along the selected pipeline route as shown on Dwg. 7-PL-5004.
Contractor to call Texas Excavation Safety System [-800-245-4545
before any excavation work.
Company will furnish pipe transition pieces t
as shown on Dwg. 237-PL-5004 and Dwg. FA-1206.
be installed
Contractor will be required to preheat the
welding if the outside temperature is below 32°F,
the Specifications in Exhibit "C", Section 6, at
expense.
Description of Work
for all
stated in
Contractor's
The following itemized "work description" is a part of the
attached contract and is incorporated therein as a~part thereof.
Contractor should note, however, that this itemized list is not
to cover all details of the project and the other Contract
documents should be referred to for more complete information.
The incidental tasks required by good pipeline construction
practice are also an included part of this work an, 1 shall not be
considered as added work outside the scope as hereLn described.
Page 2
Contractor to excavate bell holes for installa':ion of four 2"
thread-o-ring vent and drain connections, 2 coi%nections
located downstream of relocation and 2 connections upstream
from relocation as shown on Drawing 237-PL-500~. An
additional 2" connection will be installed above ground at
the Company's existing Carrollton Junction, al~o a 4" or 6"
flanged connection will be installed for nitro~en venting.
All locations to be verified by Company represl,ntative.
Tapping to be performed by Company personnel.
Clear all vegetation along the pipeline route
Dwg. 237-PL-5004 to conform to the Specificati
"C", Section 3.
Contractor to excavate Royal Lane crossing dit.
the south of line from its present location to
of 512 ft. and maintain a 1:1 slope on the dit~
of approximately 250 ft. as shown on Dwg. 237-
The Royal Lane crossing will be constructed fr
appropriate bends which will be marked for idel
shown on Drawing FA-1260 with approximately 23~
12.75" O.D., .500" wall pipe as shown on Dwg.
Concrete coated pipe of approximately 132 feet
centered underneath the proposed road. A conc~
pipe joints of concrete coated pipe is to be ii
shown in Attachments XVI-A&B, Exhibit "C", Sect
welding to be done to specifications in Exhibit
6, and all welds are to be 100% radiographed az
Exhibit "C", Section 18. All pipe preparation
be done to the Specifications in Exhibit "C", ~
After completion the pipe will be lowered into
The new re-route of .250 wall pipe will be iai(
perimeter of the U.S. Postal Service, Minyard,
property approximately as shown on Dwg. 237-PL-
bottom ditch depth of 61 inches unless otherwi~
each access road to the post office 12.75" O.D.
pipe will be used. Location of the access roa~
verified by contractor for installation of the
pipe. The piping will be fabricated as shown
237-PL-5004 and to the welding specifications
Section 6, with 100% radiographing of girth we
in Exhibit "C", Section 18. All pipe preparatJ
to be done to the Specifications in Exhibit "C'
Contractor will remove approximately 1800 ft. (
property fence prior to ditching. Upon comple~
will be reinstalled by using the existing fabrJ
post, all work to conform to the Specification~
"C", Section 21.
~s shown in
)ns in Exhibit
:h ten feet to
an elevation
:h for a length
?L-5003.
)m the
ttification as
) feet of
!37-PL-5003.
is to be
~ete jacket for
lstalled as
:ion 22. All
"C", Section
required in
and coating to
~ection 7.
the ditch.
[ around the
and DFW
· 5004· to a
~e noted. At
· .500" wall
Is wall be
· 500 wall
~n Dwg.
.n Exhibit "C",
.ds as required
.on and coating
, Section 7.
f existing DFW
:ion the fence
.c and new
in Exhibit
A 12" 600# ANSI flangedgate valve will be ins
SW corner of the U.S. Postal Service property
prefab concrete vault installed by Contractor.
will make holes in the vault for entry and exi
and seal holes with 18" link seals. The vault
installed at the design top of pipe depth of 4
beneath the vault shall be compacted to 90% Pr
inch deep sand base installed over the existin
Concrete pipe supports shall be installed ten
east and west ends of the vault by digging a 3
ft. wide x 1.5 ft. deep hole underneath the pi
bagging or earth form at right angles to the p
the concrete to be approximately 4 inches abov
pipe. For more detail see Exhibit "D", Dwg. S
fabrication to be 100% radiographed as require
"C", Section 18, and meet welding specificatio
"C", Section 6. All pipe preparation and coat
to the Specifications in Exhibit "C", Section
A 14' x 8' chain link fence will be installed
outside the perimeter of the valve vault as sh
Attachment XVIII-A, Exhibit "C", Section 22 wi
furnished by Contractor.
Contractor to make a 220 ft. bore underneath e
railroad spur track and a 45 ft. bore undernea
access road at Pipeline Station 2654+67, and i
O.D. concrete coated .500 W.T. pipe to the Wel
Specifications in Exhibit "C", Section 6. A c
for pipe joints of concrete coated pipe is to
shown in Attachment XVI - A&B, Exhibit "C", Se
10. Contractor to perform hydrostatic test of re-r
with Company responsible for obtaining clean w
disposing it after completion of the test, to
specifications in Exhibit "C", Section 10, wit
inspection. Water will be evacuated from line
air with a poly pig to push the water out. A
will be taken by the Company for testing.
11. Contractor to assist Company personnel as requ
operation of the drain down of the existing li
12. Contractor will assist Company personnel with
plugging of the existing line during tie-ins.
13. On the license agreement line on the west righ
of Royal Lane at Pipeline Station 2645+60 a Ty
cathodic test station will be installed. A Ty
cathodic test station will be installed at Pip
2653+35. The valve box will have a set of ins
Page 3
~alled at the
in a buried
Contractor
~ of pipeline
will be
". The ground
,ctor and a six
F soil.
~eet from the
ft. long x 4
~e and sand
~peline to have
~ bottom of
~-2022. All
~ in Exhibit
ns in Exhibit
ing to be done
?.
Dy Contractor,
~wn by
th material
Kisting
th existing
nstall 12.75"
9ncrete jacket
be installed as
~tion 22.
Dute section
~ter and
the
~ a 8 hour
by compressed
~ater sample
ired in the
~utting and
t-of-way line
)e No. 1
)e No. 2
iline Station
~lating flanges
installed with a No. 4 cathodic test station 1
the vault. Ail installations to conform to th
Specifications in Exhibit "C", Section 15 and
attachments in Section 22. Also refer to Draw
237-PL-5004 and SK-2022. Contractor to assist
personnel with the test station installations.
14. The tie-in welds will be made after product ev
when it is determined safe to weld by Company
Page 4
Dcated within
~he applicable
ings
Company
~cuation and
~epresentative.
Ail welds to be 100% radiographed as required ~y Exhibit
"C", Section 18 and to conform to the Weld SpeCifications in
Exhibit "C", Section 6.
15. Concrete slabs will be installed underneath th~ channel and
two access roads, 12 inches above the pipeline
Dwgs. 237-PL-5003 & 5004 and to the Specificat
"C", Section 13. The reinforced concrete slab
pre-poured in forms and lowered into place at
earth formed and poured in place at the site.
used as backfill up to 12 inches above the pip.
slab locations. For additional details see At
Exhibit "C", Section 22.
16. Contractor will backfill, clean-up, and grade'
original condition except for Royal Lane and tl
which shall be compacted to the Texas State De·
Highways & Public Transportation Specification'
is as follows:
"General. As soon as practical, all porti,
excavation not occupied by the permanent struc
backfilled. Backfill material shall be free fl
frozen lumps, wood or other extraneous materia
That portion of backfill which will not s~
portion of completed roadbed or embankment sha
layers not more than 10 inches in depth (loose
That portion of the backfill which will suppor
of the roadbed or embankment shall be placed il
layers not to exceed six inches in depth (loos~
Each layer of backfill shall be compacted to a
comparable with the adjacent undisturbed soil.
Each layer of backfill material, if dry,
uniformly to the moisture content required to
specified density and shall be compacted to th
means of mechanical tamps or rammers, except
rolling equipment of the type generally used
embankments will be permitted on portions whic]
accessible for such equipment.
as shown on
ions in Exhibit
~ can be
the site or
Sand will be
~line at all
~achment VIII,
:he work to
he access roads
~artment of
400.5, which
~ns of the
:ure shall be
~om large or
pport any
[1 be placed in
measurement).
any portion
uniform
measurement).
density
~hall be wetted
)btain the
~t density by
%at in use of
compacting
are
Except for corrugated metal pipe culverts
equipment is furnished which, when proven to ti
of the Engineer, will adequately compact the b~
density required, the 6 inch and 10 inch lifts
measurement) specified above may be increased
lifts not to exceed 12 inches.
If the excavation has been made through a
resistant to erosion, the backfill around pier:
of abutments and wings may be ordered by the El
of stone or lean concrete. Unless otherwise p~
backfill shall be paid for as extra work.
Ail portions of embankment too close to al
structure to permit compaction by the use of ti
rolling equipment used on adjoining section of
shall be placed and compacted in the same mann~
above for backfill material. These provisions
mechanical compaction, by means of either rolll
or mechanical tamps or rammers, of all backfill
embankment adjoining the barrels and wingwalls
and adjoining all sides of bridge abutments an~
walls, regardless of whether or not such embanl
backfill is above or below the original surfac~
and regardless of whether the excavation at th~
site ~was performed as "Structural Excavation",
Excavation", or "Channel Excavation".
Unless otherwise provided by the plans or
provisions, hand tamping will not be accepted
for mechanical compaction. As a general rule,
for backfilling the portions described in this
shall be free of any appreciable amount of gra~
particles more than four inches in greatest di]
shall be of a gradation that permits thorough ~
When in the opinion of the Engineer, such matel
readily available, the use of rock or gravel m
will be permitted, provided that no particles
inches in the greatest and 6 inches in least d
used. The percentage of fines shall be suffic
all voids and insure a uniform and thoroughly ~
of proper density. When required by the plans
order of the Engineer, cement stabilized mater
used for backfilling.
Ail portions of backfill described in the
paragraph shall be compacted to the same densi
specified for the adjoining sections of emban~
accordance with the governing specifications
Page 5
when tamping
~e satisfaction
~ckfill to the
(loose
~o heavier
hard material
and in front
%gineer to be
~ovided, such
~y portion of a
%e blading and
embankment,
~r as specified
require the
Lng equipment
[ and
of culverts
~ retaining
~ent or
of the ground
structure
"Road
special
~s an alternate
material used
paragraph
;el or stone
nension and
~ompaction.
~ial is not
[xed with soil
Larger than 12
[mension are
Lent to fill
:ompacted mass
or by written
Lal shall be
preceding
5y requirements
nent in
lerefor.
Cohesionless materials, with no binder, s~
may be used for general'backfilling purposes.
cohesionless materials shall be done with vibr~
equipment, water ponding or a combination therl
directed by the Engineer.
Where no embankment is involved on the pr~
specifications therefor are included in the co]
backfill shall be compacted to a density compai
adjacent undisturbed material."
17. Contractor shall furnish the necessary inciden~
tap the pipeline for vent and drain connection~
vent and drain valves and the removal thereof,
Page 6
ich as sand,
Compaction of
~tory
~of, as
)ject and no
~tract, all
~able with the
~al labor to
~, install the
to aid in
drain down of the pipeline, to clean the pipe ~urface
preparatory to cutting, to aid in cutting the pipe with
mechanical cutters and to aid in the venting aBd refill of
the pipeline. /
18. Contractor will remove approximately 4000 feet~of existing
12" line, cut it up into 40 foot lengths, and]~emove from
work site to location designated by Company re])resentative.
Backfilling and clean-up to return grade to or~.ginal
condition. Compaction to existing soil densit~ required to
replace railroad bed at Minyard's spur railroa¢ track.
19. Pipeline Markers will be installed at all road crossings and
20.
at all PI's as shown on Attachment XIV, Exhibi~ "C", Section
22. All Pipeline Marker material to be furnished by the
Company. /
Company inspector to obtain written confirmatign from
DeShazo, Starek & Tang on all elevations for c~earance of
16" water line, channels, and future sewer lin~ crossings and
written confirmation from City of Coppell InspE.ctor on the
compaction of Royal Lane.
Sequence of Work
contractor is cautioned that the description ¢
not necessarily establish the sequence of work. T~
work will, to a large extent, be determined by Com~
representative and Contractor for the overall comp]
project, the Company's operating schedule and comb]
Contractor's work schedule so that there will be nc
continuity of overall work progress during tie-ins
The shutdown duration will be such as to allo~
evacuation of product, cutting of pipeline, alignm~
fabricated piping, tie-in work and x-rays. Contra(
continue to expedite work during this period until
completed. Shutdown date could be a 24 hour advan(
the scheduled shutdown date.
.f work does
~e sequence of
~any
.etlon of the
.ned
delay in the
the
nt of
~tor will
work
~e or delay of
The Company representative will not allow the
the line for draining until he is assured that the
· ully prepared to carry out all work necessary to
phase of work to the tie-ins and x-rays.
cooperative Work
Drain down, cutting and refill of piping shal
cooperative effort on the part of the Contractor a
Company will direct this work and will arrang
shutdown schedule, the evacuation material and equ
mechanical cutters and operation of the cutters, t
refill of the line.
Contractor shall furnish the necessary incide
tap the pipeline for vent and drain connections, i
and drain valves and the removal thereof, to aid i
the pipeline, to clean the pipe surface preparator
to aid in cutting the pipe with mechanical cutters
the venting and refill of the pipeline.
NOTE: Contractor shall protect the existing 12" p
times from damage, taking care not to strike coati
points or other sharp edged equipment while hand d
pipe. There shall be no hammering or beating on tl
any reason or with any device. Coating repair sha
Protecto wrap 310 with 1000 primer, after removing
coating and taper trimming around area to be patch.
down of the pipeline, preparation for cutting of p
fabrication piping fit-up, tie-in welds and refill
will be a continuous effort during the shutdown pe
Contractor will supply that personnel, equipment al
to complete this phase of the project from the ons~
completion. All welds which fail x-ray shall be c~
replaced at the Contractor's expense.
Page 7
shutdown of
Contractor is
complete this
1 involve a
nd the Company.
for the
ipment, the
venting and
~tal labor to
~stall the vent
~ drain down of
~ to cutting,
and to aid in
ipeline at all
~g with shovel
igging around
~e 12" line for
ll be made with
damaged
~d. The drain
[pe,
of the line
~iod.
~d time needed
~t to its
~t out and
PL-121
12" Pipeline Relocation
Royal Lane Extension
U.S. Post Office Construction
Dallas Co., TX
STATE OF OKLAHOMA )
)
COUNTY OF TULSA )
CONSTRUCTION AGREEMENT
Explorer Pipeline
Contract No.
THIS AGREEMENT, made and entered into this
· 19 87 , by and between E:
Pipeline Company, a Delaware Corporation, hereinafter
(Firm Name of Contractor)
"Company", and
(individual, partnership,
oration), hereinafter called "Contractor",
WITNESSETH:
That Company and Contractor, for the considerati~
hereinafter named, agree as follows:
1. This Agreement, and the respective obligatio]
parties hereto, will be governed by and subject to th.
Conditions, marked Exhibit "A" attached hereto and ma~
hereof for all purposes.
2. As full and complete consideration for the C~
performance of the work to be performed under this Ag~
Company agrees to pay to the Contractor, at the times
the conditions provided herein, and after inspection ~
of the work above provided for and after satisfactory
has been furnished Company that all bills for material
furnished by Contractor for work hereunder have been
compensation computed at the rate~ and in the manner
in the Price Schedule, Exhibit "B".
Total Lump Sum Price $
ITEM NO. 4
Page 1 of 5
~ompany
day of
(plorer
called
· a
corp-
n
~s of the
~ General
lea part
)ntractor's
~eement,
and under
~nd approval
evidence
L and labor
)aid,
~et forth
3. Contractor hereby agrees to furnish
designated in Exhibit "F", and per Section 1~
Conditions and to supply labor, equipment and
construct and complete the facility in accord
"Description of Work Included" and Company's
marked Exhibit "C", and hereinafter referred
"Specifications", which are attached hereto a
hereof for all purposes, and in accordance wi
Exhibit "D", and other attachments listed in
said Specifications.
In the cases of conflict or ambiguity am
Documents, the order of precedence will be as
(a) Description of Work Included
(b) Construction Agreement
(c) General Conditions, Exhibit "A"
(d) Construction Specifications, Exhibi
(e) Drawings, Exhibit "D"
4. Contractor agrees to commence the wo
by this Agreement, on or before the d
19 87 , and complete
calendar days, if not otherwise no
In the event the starting date is postponed,
receive no compensation for such postponement
date is postponed over thirty (30) days, Cont
from the commitments made hereunder, by givin
written notice of intent to withdraw. In suC
party shall be held liable for any compensati.
After commencing work, Contractor shall proce
performance thereof as rapidly as may be cons.
construction practices and so that the same c.
within the calendar days provided f~
time for completion has been extended as prow
General Conditions.
5. On or after the expiration of any se]
ending on the 15th day or the last day of any
the work is being performed, Contractor may s~
to Company Representative a written statement
cOmpleted hereunder by Contractor during the
period covered by such statement, and within
the receipt of said statement by Company Repr
Company Representative approves thereof in wh~
Page 2
all materials
of the General
services to
ance with
specifications
to as
nd made a part
th the drawings,
or referred to in
ong the Contract
follows:
t llCll
rk required of him
ay of
the work within
tified by the Comp~-~.
2ontractor shall
· If the starting
Factor can withdraw
F the Company
~ event, neither
)n or damages.
~d with the
[stent with good
~n be completed
)r above, unless such
[ded for in the
~i-monthly period,
month during which
Ibmit and deliver
of the work
[ifteen (15) day
:en (10) days after
~sentative, if
)le or in part,
Company will pay to Contractor'eighty-five percent (8
greater percentage as the Company shall deem proper, ~
of completed work covered by such statement to the ex'
that Company approves thereof. The amount ($) determ
based on the amount (ft.) of pipe installed using the
price per foot or an acceptable combination of the se!
price per foot items listed in Exhibit "B". The balal
cbntract determined by the as-builted amount of instal
footage of pipe shall be paid upon completion of all ~
by this contract in a good and workmanlike manner and
Contractor furnishing proof satisfactory to the Compa]
liens and all claims for damages of any kind and char~
for labor, materials and supplies which Contractor is
to furnish hereunder have been paid, settled and sati:
Contractor. In the event Contractor fails or refuses
and satisfactorily settle any such claims, the Compa~
after notifying Contractor in writing, have the right
same for the account of Contractor and deduct the amo~
from the price, or the Company shall have the right t~
sums due or to become due the Contractor without inte~
satisfactory evidence is furnished that all claims an~
been settled and released.
6. Prior to commencement of the work Contracto~
designate, in writing to the Company, a Representatiw
act for Contractor in connection with requests for ex~
Page 3
~%), or such
)f the value
sent only
[ned will be
total unit
)arate unit
{ce of the
[led
york covered
upon
~y that all
~cter and
obligated
~fied by the
to promptly
f shall,
to settle
~nt thereof
) hold all
:est, until
liens have
will
who may
ra work
and other matters relating to Contractor's performance hereunder
not involving an amendment of this Agreement, the General
Conditions, or the Specifications. Company will designate, in
~riting, to the Contractor the name of the Company Representative
· n connection with work on this facility. The Compan
Representative so designated may, from time to time,
in writing, an alternate to serve in his place. The
Representative will inspect all work performed hereun
purpose of determining the satisfactory performance a]
completion of such work. However, no expressed, impl~
approval on the job by Company Representative, of Cont
performance of any phase of the required work which s%
Representative shall have inspected, shall constitute
acceptance thereof by Company. In no event will the (
Representative have authority to waive compliance wit!
the Specifications. No acceptance by the Company Rep]
shall operate as a waiver of its rights under the Agr(
require the Contractor to perform the work in accorda~
Specifications or amendments thereto made in Writing t
Company. Company's Manager of Engineering shall be r(
for final acceptance of the job.
~esignate,
;ompany
[er for the
~d
.ed or tacit
:ractor ' s
~ch
final
:ompany
~ or modify
:esentative
:ement to
~ce with the
~y the
:sponsible
Page 4
7. At its option, the Company may requi
furnish a bond covering the full amount of th
surety or sureties designated by Company. Col
the premium upon such bond. If Contractor sh
ten (10) days from the date of request to furl
bonds, Company may, at its election, terminat~
this Agreement shall be terminated by Company
then in that event, neither party shall be li.
any sum or in any amount by reason of such tel
8. For the purpose of any notice permit'
be given hereunder, such notice or notices sh~
re Contractor to
Ls Agreement, with
npany agrees to pay
~11 be unable within
~ish such bond or
this Agreement. If
for said reasons,
~ble to the other in
:mination.
:ed or required to
~11 be in writing
and addressed as follows:
Contractor
Company
Attention:
Explorer Pipeli]
P. O. Box 2650
Tulsa, Oklahoma
Manager of Eng~
~e Company
74101
.neering
Or to such other address as either party
writing to the other party. The delivery in
designated representative of either party at
who has authority to act for Company or Contr
matters, or the deposit in the United States
so addressed, prepaid and registered, or the
telegraph company of any prepaid telegram so
considered as notice to the addressee of the
Ail of the terms, obligations and condit
and set forth shall be available to and bindir
successors and assigns of the respective partJ
Agreement.
may designate in
~erson to the
~he site of the work
lctor of such
~ail of any letter
filing with the
Lddressed, shall be
~ontents thereof.
.ons herein contained
lg upon the
.es to this
Page 5
WITNESS the signature of the parties her
first 'above written.
EXPLORER PIPELIN
By
By
R. Scott VanD¥
(Firm Nam
(Ti
(If Contractor i
signature and t
partner is requ
(Contractor Fede
~to the day and year
COMPANY
ke, President & CEO
e of Contractor}
tle)
s a partnership,
itle of each
ired.)
ral I. D. Number)
EXHIBIT "A"
TABLE OF CONTENTS
GENERAL CONDITIONS
SECTION NO.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
DESCRIPTION
Oral Agreements
Contractor's Responsibility to Inform Himself
Workmanship
Independent Contractor Status
Extension of Time
Force Majeure
Shutdowns
Extra Work
Contractor's Supervisors Required on the Job
Materials, Tools and Equipment to be Furnishe
by Company
Care of Materials Furnished by Company
Materials, Tools and Equipment to be Furnishe¢
by Contractor
Maintenance Work During Construction
Default of Contractor
Damage Claim Settlements
Indemnity
Affidavits and Liens
Payroll and Other Taxes
iTEM NO. 5
~age I of 2
PAGE NO.
1
1
1
1
2
2
3
3
4
5
5
5
6
6
SECTION NO.
DESCRIPTION
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
Contractor's Insurance Coverage
Permits, Laws and Regulations
Cooperation Between Contractors
Safety Regulations and Precautions
Public Relations and Notice of Injury
Non-Discrimination in Employment
Waiver
Assignability
Patents and Royalties
Title
Specifications Shall Control Over Drawings
Audit
TEM NO. 5
'age 2 of 2
'AGE NO.
9
11
11
11
12
12
13
13
13
14
14
14
~0. 6
ITEM 1 of 14
Page
EXHIBIT "A"
PART II
GENERAL CONDITIONS
SECTION 1. ORAL AGREEMENTS
It is agreed that the foregoing Agreement and the
and drawings attached thereto set forth the entire ag~
between Company and Contractor with respect to said. w(
oral agreements made prior to the execution of said A
shall be binding, and no modification or supplement t
of said Agreement so constituted shall hereafter be m~
by written agreement signed by both parties.
SECTION 2. CONTRACTOR'S RESPONSIBILITY TO INFORM
It shall be the responsibility of Contractor to ~
examine the attached Specifications and to become lam
them and to inspect the site or route of the proposed
and to acquaint himself thoroughly with"all condition
be encountered in performing the work.
SECTION 3. WORKMANSHIP
Contractor shall perform all work to be performe
in a workmanlike manner and in accordance with the be
approved practices of the industry with qualified, ca
efficient workers and in strict conformity with the
Specifications and Drawings attached thereto. Compa~
the right to require the removal from the work to be
hereunder of any employee of Contractor, or of its
sub-contractors, who in Company's opinion, may be in¢
careless, or not qualified to perform the work assigr
or who may be otherwise insubordinate or guilty of in
conduct.
SECTION 4. INDEPENDENT CONTRACTOR STATUS
It is agreed that Contractor is an independent
responsible to Company only for the results herein c
and for the faithful completion of the work to be pel
hereunder in accordance with the specifications, dra%
other exhibits hereto attached. Company shall not hi
or authority to direCt, supervise, or control Contra,
means, manner or method of the performance of the
hereby, nor shall Company have or exercise control
over the employees of Contractor.
exhibits
~eement
)rk, that no
reement
any part
de except
~ELF
:arefully
liar with
facility
likely to
d hereunder
;t and
~eful and
shall have
performed
ompetent,
~ed to him,
Iproper
:ontractor,
~ntracted for
~formed
;ings, and
~ve the power
:tot in the
~k covered
supervision
Page of 14
SECTION 5. EXTENSION OF TIME
Should Contractor be delayed in the prosecution o
completion of the work by the act, neglect, delay or d~fault of
Company, or of any other Contractor employed by Company to
perform any of the work; by any damage caused by fire ~r other
casualty for which Contractor is not responsible; by c~mbined
action of workmen in no manner caused by or resulting from
default or collusion on the part of Contractor; or if such delay
be occasioned by alterations or additions by Company in the
original plans and specifications during the progress of the
work, then any such delay shall not be deemed a default by
Contractor in the performance of his obligations hereunder, and
the period for the completion of work shall be extended for a
period equivalent to that lost by reason of the aforesaid causes,
which extended period shall be determined by Company. However,
no extension of time shall be allowed under the provisions of
khis paragraph unless written request therefore is presented to
Company within three (3) days after the period of delay
commences.
SECTION 6. FORCE MAJEURE
It is agreed that in the event of either party hereto being
rendered unable wholly, or in part, by force majeure to carry out
its obligations under this contract, other than its ok.ligations
to make payments of money due hereunder, then on such party's
giving notice and full particulars of such force majeure in
writing to the other party as soon as possible after ~he ~
occurrence of the cause 'relied on, then the obligatio~ of the
party giving notice as it is affected by such force majeure,
shall be suspended during the continuance of any inabJ.lity so
caused, but for no longer period and such cause shall as far as
possible, be remedied with all reasonable dispatch.
The term "force majeure" as employed herein, shai.1 mean
acts of God, strikes, lockouts or other industrial di~turbances,
acts of the public enemies, wars, blockades, insurrect~ions,
riots, epidemics, landslides, lightning, earthquakes, fires,
storms, floods, washouts, arrests and restraints of r%Llers and
people, civil disturbances, explosions, inability wit] reasonable
diligence to obtain materials and any other causes not within the
control of the party claiming a suspension, which by he exercise
of due diligence such party shall not have been able ~o avoid or
overcome. In the event, however, force majeure clai~ ~d hereunder
shall cause substantial suspension of the work for a ~eriod of
thirty (30) consecutive days, Company may exercise it~ rights set
forth in Section 14 hereof.
Page of 14
SECTION 7.
SHUTDOWNS
If Contractor is responsible for a delay in progr.
work, Contractor shall, without additional cost to Com
overtime and utilize such additional equipment as may
necessary to eliminate delay in final completion of th
It is recognized by the parties hereto that Compa
control over transportation agencies, suppliers of pip
materials and equipment. Subject to Company's rights
pipe, equipment and materials as hereinafter stated, C
agrees to use its best efforts to arrange for the deli
pipe, materials and equipment as needed by Contractor
expressly understood and agreed that Contractor shall
claim for damages or cause of action for delay or add
expenses which may occur or claim to have occurred due
of pipe mills or other suppliers to timely provide Con
with pipe, materials, or equipment to be used in conn~
performance of the work hereunder.
It is further understood and agreed that in the E
shortage of pipe, materials or equipment that Company
the right to divert or utilize said pipe, materials o]
to any particular spread or contractor On the Company
Project.
In t~e event of a shutdown caused by lack of rig]
by diversion of pipe, materials or equipment under th~
7, Company agrees to pay standby time in accordance w:
Ilmll o
SECTION 8. CHANGES IN EXTRA WORK
The Contractor shall make no change or alteratiol
work specified nor perform additional work except on ~
written order from the Company. The Company may at al
changes in the specifications and drawings, omit work
additional work to be performed by the Contractor.
If additional work, changes or omissions authori
Company shall increase or decrease the cost of work t
Contractor, there shall be an increase or decrease in
contract compensation. The amount of increase or dec
compensation shall be determined by one of the follow
ss of the
.any, work
)e
= contract.
ny has no
e,
to divert
ompany
very of
but it is
have no
tional
to failure
tractor
ction with
:vent of a
shall have
equipment
Pipeline
t-of-way or
s Section
.th Exhibit'
% in the
~pecific
time make
or require
~ed by the
the
the
~ease in
.rig methods:
Page 4 of 14
(a)
IUnit Price - Where the work is such as to be
covered by the contract unit prices, these p
apply and adjustment shall be made by increa
creasing the quantities for the items involv
(b)
~ump Sum - Where the work is such as to be
adequately covered by the contract unit pric
contract compensation may be increased or
a lump sum specifically agreed upon, prior
of the additional work, by the authorized
ative of the Contractor and the Company.
(c)
Force-Account - Where the work is such as-t¢
adequately covered by methods (a) or (b) abc
contract compensation shall be increased or
by an amount equal to the sum of the followJ
(~) Charges for direct labor in accordance
' wage schedule in Exhibit "B".
J2)
Actual cost of material purchased by ti
tractor as evidenced by invoices, plus
percent (15%).
4'3 )
Charges for equipment in accordance wil
schedule of equipment rental rates in
All orders for changes, omissions or additional
be in writing, shall specify the method of adjustment
contract price, and where methods (a) or (c) above ar~
shall contain an estimate of total cost. These order:
signed by the Company Representative and by an authorl
representative of the Contractor. Increases under
above for more than $2,500.00 must be approved, in
Company's Manager of Engineering.
No claims for additional compensation will be ac~
adequately
rices shall
sing or de-
ed.
ot
es, the
creased by
o the ~tart
present-
. be not
,ye, the
decreased
.ng:
with the
te Con-
fifteen
the
:xhibit "B".
~ork shall
to the
used,
shall be
zed
an (c)
.ting, by
=epted by
the Company for changes or additional work which has Dot been
authorized in advance and in accordance with the instructions
given above.
SECTION 9. CONTRACTOR'S SUPERVISORS REQUIRED ON JOB
At all times, when work is in progress, includin
subcontractors, Contractor shall have a foreman or he
on the grounds and copies of the plans and specificat
be available on the job. Notices given to such forem
workman shall be considered as having been given to t
Contractor.
g work by
ad workman
ions shall
an or head
he
Page
SECTION 10.
MATERIALS, TOOLS, & EQUIPMENT TO BE FURNI
COMPANY
Company shall furnish only those materials, tools
equipment listed in Exhibit "E". Contractor shall fuI
other material, labor, tools and equipment necessary t
the required work. All materials, tools and equipment
by Company shall be checked by both Company and Contr~
quantity and condition upon receipt thereof by Contra¢
written record of such quantity and conditions shall k
Company's prescribed form. After he has accepted Com~
furnished materials, tools and equipment or supplies,
Contractor find that they are defective in any respect
suitable for their intended use, Contractor shall at
return the same to the point or points where they wet
accepted.
SECTION 11. CARE OF MATERIALS FURNISHED BY COMPANY
Contractor shall be responsibl% for all material~
his custody by Company and shall exercise due care to
them from theft, damage, or deterioration. Any mater!
stolen, or damaged while in Contractor's possession si
replaced at Contractor's cost and expense.
SECTION 12.
MATERIALS, TOOLS & EQUIPMENT TO BE FURNI~
CONTRACTOR
Ail materials furnished by Contractor that becom~
the completed line, unless otherwise specified, shall
of a suitable grade and type. No substitution of any
shall be made without the approval of the Company. k
furnished by Contractor which does not conform to the
Specifications shall be removed immediately and repla
material satisfactory to the Company.
Ail tools, machinery and work equipment used by
in performing the work required hereunder shall be in
operating condition when initially moved into the wot
shall thereafter be maintained in such condition thro
Contractor's performance of the required work. Equip
proves to be inadequate or unserviceable to the exten
will adversely affect the workmanship of the facility
constructed shall be removed and replaced with equipm
satisfactory to Company.
5 of 14
SHED BY
and
nish all
~ complete
furnished
ctor for
tor. A
,e kept on
,any's
should
· or not
lis expense
so
placed in
protect
.als lost,
~all be
;HED BY
~b~ part of
new and
materials .'
~y material
:ed with
~ontractor
first class
k area, and
ughout
ment which
t that it
tO be
ent
Page 6 of 14
SECTION 13. MAINTENANCE WORK DURING CONSTRUCTION
Contractor shall be responsible for the care and maintenance
of work under construction until completed portions of the work
are finally accepted by Company. Before such acceptance,
Contractor shall repair any damage to the work from any cause at
his own expense.
SECTION 14. DEFAULT OF CONTRACTOR ~
If the work to be done.under this contract shall be
abandoned by Contractor, or if the contract shall be assigned or
%he work sublet by Contractor, otherwise than is provided for
herein; if Contractor shall be adjudged as bankrupt or shall
become insolvent, or if a receiver of the business or any part of
the property of Contractor shall be appointed on account of
Contractor's insolvency; if Contractor shall refuse or fail to
supply enough properly skilled workmen, equipment, supplies or
materials to perform the work; or shall fail in any respect to
prosecute the work with promptness and diligence; or shall fail
to discharge any of the obligations assumed by him in executing
the attached Agreement; Company may, without prejudice to any
other right or remedy,'by giving seven (7) days' notice in
writing to Contractor, terminate the Agreement and Contractor
shall discontinue any further work thereunder.
In the event of such termination, Company shall have the
right to enter upon the site of the work and for the purpose of
completing the work may take possession of all machinery, ?
equipment, tools and appliances provided by Contractor for
performance of the work wherever the same may be, and may finish..
the work by any method that Company may deem expedient, including
the employment of another contractor or contractors on such terms
as Company may deem advisable. In such case, Contractor shall
not be entitled to receive any further payments under the
contract for work performed until all of the work is completed
and accepted. In case such expense of completing the work shall
exceed the amount which would have been payable under the
contract if the same had been completed by Contractor, Contractor
shall pay the amount of such excess to Company, and in case such
expense shall be less than the amount which would have been
payable under this contract if the same had been completed by
Contractor, Contractor shall be entitled to such difference;
provided all expense, claims and damages shall have been paid and
satisfied.
Page of 14
Any failure by Company at any time, or from time
enforce or require strict keeping and performance by C
of any of the terms of conditions of the contract cove
work to be performed hereunder, shall not constitute a
such terms and conditions and shall not in any manner
impair such terms and conditions or the right of Compa
time to avail itself of such remedies as it may have f
breach or breaches of such terms and conditions by Con
SECTION 15. DAMAGE CLAIM SETTLEMENTS
Contractor shall, during the progress of the work
damage claims for which he is responsible under the cc
taking duplicate receipts for such settlements, one cc
shall be furnished Company. It is understood and agre
however, that in event Contractor fails or refuses to
damages, if any, during the progress of the work, Com~
have the right immediately after completion of the pa!
work causing the alleged damage to settle and adjust
claims for damages occasioned by, growing out of, or
such work. In making such settlements Company shall t
therefore and furnish Contractor with an itemized sta'
showing the amount paid in settlement of such claims,
o time, to
)ntractor
ring the
waiver of
mffect or
~y at any
Dr any
tractor.
, settle
ntract,
py of which
ed,
settle such
.any shall
titular
ny and all
.ncident to
.ke receipts
~ement
any costs
and expenses incurred by Company in making such settl~ment, and
the proportion thereof Company considers chargeable to
Contractor. In the event any amount so charged to Contractor is
disputed, then Contractor shall, within ten (10) days~from
receipt of such statement notify Company thereof in w~iting, ~'
fully stating his reasons for objecting to such chargt~ and within
ten(10) days after giving such notification, shall ei'~her in -
person or by representative, accompany a representati'ze for
Company for the purpose of inspecting such damage and arriving at
a proper apportionment. If Contractor fails to so not[fy Company,
or to furnish a representative, within the time specified, then
the amount so apportioned and charged to Contractor sisall be
final and conclusive.
All amounts chargeable to Contractor hereunder shall be
deducted by Company from the Contract price. In the event there
should be any dispute as to the amount of damages appprtioned and
charged to Contractor, and the respective parties cannot agree
thereon after reviewing same as herein provided, theqthe amount
of such damages so paid by Company and charged Contractor shall
be held in abeyance by Company pending final completion and
acceptance of the work, at which time the difference will be
adjusted.
In the event Company agrees to refrain from settling any
claims and allows Contractor to litigate or arbitrate the claim,
Contractor shall pay for all costs of settlement.
Page 8 of 14
SECTION 16. INDEMNITY
Contractor shall defend, protect, indemnify, and
Company and-its employees harmless from and against al
demands and causes of' action of every kind and charact
in favor or any person, including Contractor, Company'
employees, Contractor's employees, subcontractors,
subcontractor's employees, or other persons, on accoun
personal injuries or death or damage to property in an
incident to or arising out of or claimed to have arise
the work performed by Contractor hereunder (except nor
to growing crops and timber on Company's right-of-way,
to laying or taking up a pipeline), growing out of or
Contractor's operations hereunder, whether directly ox
due to Company's or its employees' negligence, except
or its employees' sole negligence. Contractor furthe!
pay Company for damages to its property and to indemn]
Company harmless against the payment of any and all t~
penalties, interest, liens or indebtedness or claims ~
property, or for work performed, or measured by the we
performed, growing out of or incident to Contractor's
hereunder. Contractor agrees to reimburse Company an(
employees for each and every cost or charge, includin~
costs, all expenses of litigation, and reasonable att(
fees, if any, which Company, its successors and assig~
employees, may incur in defending against or prosecut!
claims, demands, causes of action or suits. In the ew
Contractor fails to perform, Company, s employees shal~
direct right of action against Contractor under this
Nothing contained in this Paragraph 16, shall ex
Contractor from bearing the expense of making repairs
buildings, fences, roads, drain tile, irrigation ditc]
drainage ditches, terraces, or any other above ground
underground structures as required elsewhere by this
SECTION 17. AFFIDAVITS AND LIENS
save
1 claims,
er arising
s
t of
y wise'
n out of
mal damages
incident
incident to
indirectly
~ompany's
agrees to
fy and hold
,xesv
;gainst its
~rk
operations
its
court
rneys'
~s, or its'
.ng such
,ent
have a
;ection 16.
:use
to
or
%greement.
Contractor shall indemnify and save Company harKless from
all claims, demands, causes of action or suits of whatever nature
arising out of the services, labor, and materials furnished by
~tract; from
on the real
sing out of
ctor or any
keep said
umbrances
ontractby
Contractor or any of its subcontractors under this ¢o
all laborer's, materialman's, and mechanic's liens up
property upon which the work hereunder is located ari
the services, labor and materials furnished by Contra
of its subcontractors under this contract; and shall
property free and clear of all liens, claims, and enc
arising from the performance of the work under this c
Contractor or any of its subcontractors.
Page
If at any time there shall be evidence of any li,
for material or labor to which, if established, Compal
property might be subjected, and which is chargeable'
Contractor, Company shall have the right to retain ou
payment to be made under the contract an amount suffi.
indemnify it completely against such lien or claim.
prove to be any lien upon the property of Company aft
payments hereunder have been made, Contractor agrees
Company all the moneys that the latter may be compell
discharging any such lien imposed on the property of
consequence of Contractor's default, including court
attorney's fees.
Contractor agrees that he shall furnish to Compa
complete affidavits that all materialmen, subcontract
laborers have been paid in full for work done or mate
furnished to the date of such affidavits in connectio
performance of work embraced in the Agreement of whic
Specifications are a part before Company shall be obl
make any payment or payments on account of the contra
said work.
SECTION 18. PAYROLL AND OTHER TAXES
Contractor agrees to accept full and exclusive ~
the payment of all taxes and contributions for unemp]
insurance, old age pensions or annuities and other s~
security benefits now or hereafter imposed by the Gob
the United States or any state which are measured by
salaries and other renumerations paid to persons emp]
Contractor in the performance of the work covered hex
Contractor further agrees to pay and be liable for a]
use, and other similar taxes applicable to materials
to be furnished by Contractor hereunder; and Contrac~
report and pay such taxes and contributions directly
agencies as may be charged with the duty of collecti!
Contractor further agrees to abide by and fully comp~
tax and other laws of the Federal Government
applicable to the work to be performed under
Agreement.
SECTION 19. CONTRACTOR'S INSURANCE COVERAGE
9 of 14
.~n or claim
%y or its
~o
of any
lent to
nould there
_=r all
to refund to
.=d to pay in
Company in
~osts and
ny full and
ors, and
rials
n with the
h these
igated to
ct price of
iability for
oyment
ecial
ernment of
the wages,
oyed by
eby; and
.1 sales,
and services
.or agrees to
to such
~g sa~e.
.y with all
and of any state
the ter %s~ of this
Effective as of the date Contractor is to comme]
be performed hereunder and continuing until this Agr~
been fully and completely performed by Contractor, C,
shall provide and maintain in full force and effect'
minimum insurance coverage as evidenced by insurance
which shall be furnished to Company in advance of be,
ice work to
~ement has
)ntractor
~he following
certificates
inning work.
Page 10 of 14
Such insurance coverage shall be placed with or carrie
insurance carrier or carriers acceptable to Company, a
may elect to require certified copies of the policies
or in addition to certificates of insurance. Each pol
certificate shall include an endorsement to furnish Co
least ten (10) days notice, in writing, before the ins
coverage described therein will be cancelled or materi
changed.
(a) Statutory Workman's Compensation and Occupat
Disease insurance covering Contractor's liability acco
the laws of the states having jurisdiction and the Fed
Longshoremen's and Harbor Workers Act, where applicabl
Employer's Liability insurance in the minimum amount o
$100,000.00.
(b) Comprehensive Liability insurance as follows
(1)
Automobile Liability includingall owne
and non-owned automobiles used on behal
contractor. Minimum limits of $1,000,0
single combined limit for each occurren
Bodily Injury and Property Damage Liabi
(2)
Public Liability insurance including pr
completed operations, product liability
contractual liability, independent cont
contractual. Minimum limits of $1,000,
single combined limit for each occurren
Bodily Injury and Property Damage Liabi
(c)
(d)
Ail exclusions applicable to damage to prope
of explosion, collapse, or underground damag
removed ("XCU" exclusions).
Personal Injury coverage shall include in ad
Bodily Injury, the hazards of libel, slander
defamation of character, false arrest, wrong
eviction, wrongful detention, invasion of pr
wrongful entry.
Where operations require Contractor to use w
Contractor is to maintain liability insuranc
protection and indemnity insurance, in an am
less than $1,000,000.00 per vessel covering
liability arising out of the use thereof.
Contractor shall assume the risk of loss or
all property or equipment furnished by him.
waives his right of recovery against Company
to have any insurance policies covering such
and equipment endorsed to effect such waiver
~ b~~.
nd Company
in lieu of
icy and
mpa.ny.at
urance
ional
rding to
eral-: ~-
also
~
[,. hired
f of
00.00
~e covering
lity.
~mises,
·
ractors and
000.00
we covering
lit¥.
rty because
should be
dition to
·
ful
ivacy and
atercraft,
~ including
punt of not
311
damage to
Contractor
and agrees
property
Page 11 of 14
(e)
In the event Contractor's insurance in any
exceeds the minimum limits set forth above,
coverage shall be available to Company in t
manner as if it were required in this contr~
minimum limit.
(f)
Contractor shall require all sub-contractor~
the same insurance as provided by this SectJ
to expressly assume, in writing, the terms
conditions set forth herein.
(g)
Contractor shall cause Company and Thompson
Company to be named as Co-Insureds and shal]
both of them current Certificates of Insurar
all of the above coverages to be in effect
the time this contract is being performed.
SECTION 20. PERMITS, LAWS, AND REGULATIONS'
Contractor shall abide by all applicable laws, F
State or any subdivision thereof, and rules and regul~
any other regulatory body in connection with any and ~
be performed hereunder. Contractor represents that hE
licensed by the respective governmental agencies havir
jurisdiction. Contractor agrees to secure, at his ex
additional permits and licenses if any are necessary,
cover all operations and work to be conducted hereund
including the hauling and transporting of his equipme~
hauling and transporting material. Contractor shall i
subcontractors to abide by the provisions of this Sect
SECTION 21. COOPERATION BETWEEN CONTRACTORS
Company reserves the right to perform other work
other contracts in connection with the work hereunder
Contractor shall afford Company, or other contractors
opportunity for the execution of their work and shall
coordinate his work with theirs.
SECTION 22. SAFETY REGULATIONS AND PRECAUTIONS
Contractor agrees to furnish and place proper gui
lights, to provide and maintain temporary sidewalks,
barricades, etc., which may be necessary for the safe~
public.
Contractor agrees that in the performance of said
shall comply with any and all personnel and safety re~
Company while on the premises of Company. Contractor
agrees that in the event any of his employees, or any
subcontractor, or any employees of such subcontractor
violate any of the above mentioned rules or regulatio~
nstance
the greater
.e same
.ct as a
~to carry
.on, and
.nd
Development
furnish to
ce showing
hroughout
deral,
.tions of
~11 ~ork to
~ense, i all
to fully
~t,
'equire' all
.ion. 20 ~
or to let
reasonable
properly
.rds and
ences~,
.y 'of,'the
work he
iulations of
furth~er
shal~] ~ ~
.s, ~ Su~ch
Page 12 of 14
SECTION 23. PUBLIC RELATIONS AND NOTICE OF INJURY
Contractor shall make all reasonable efforts to
good will among landowners, tenants, lessees, and me~
general public and shall not knowingly violate any ri
persons in the performance of the Agreement of which
General Conditions are a part. To this end, Contract
specifically agrees that he will not: (a) leave gat
fences open, unattended or insecurely fastened; (b)
livestock to stray or become mixed; (c) isolate li~
feed or water; (d) use private driveways or roadwa
authority; (e) use land beyond limits of the right
without authority; (f) leave trash or debris on the
permit the personal misconduct of his employees or t~
of any subcontractor.
Contractor shall furnish suitable toilet facilil
employees in populated areas.
Should Contractor's operations cause injury to ]
persons or damage to public or private property, incl
and below ground structures, Contractor shall, withil
give notice in writing to Company of such injury or
SECTION 24. NON-DISCRIMINATION IN EMPLOYMENT
In connection with the performance of work unde
contract, the Contractor agrees not to discriminate.
employee or applicant for employment because of race
color or national origin. The aforesaid provision s'
but not be limited to, the following: Employment, u
demotion or transfer; recruitment or recruitment adv
layoff or termination; rates of pay or other forms o
compensation; and selection for training,' including
apprenticeship. Contractor agrees to post hereafter
conspicuous places, available for employees and app1
employment, notices to be provided by the Company se
the provisions of this non-discrimination clause. C
further agrees to insert the foregoing provisions in
subcontracts hereunder, except subcontracts for stan
commercial supplies or raw materials.
maintain
hers of the
ghts of such
these
or
es, gaps, or
permit
estock from
s without
of-way
~ land; (g)
~e employees
:ies for'~his
)erson or
Luding above
~ 24 hours,
~amage.
~ this
~gainst any
religion,
~all include,.
,grading,
~rtising;
f-
in
icants for
tting forth
ontractor
all
dard
Page
SECTION 25. WAIVER
The waiver by Company of the breach of or default
the terms, covenants and conditions of this Agreement
Contractor shall not be, or be construed to be, a wait
Company of any succeeding breach of the same or any ot
covenant, or condition hereof; nor shall any delay or
the part of the Company to exercise or avail itself o~
power or privilege that it has or may have hereunder
waiver of any such breach or default.
SECTION 26. ASSIGNABILITY
Ail of the terms, obligations, and conditions he
contained and set forth shall be available to and bin(
the successors and assigns of the respective parties
provided, however, that Contractor shall not assign t
Agreement or any part hereof, or any benefits hereund~
sublet or subcontract to another any work hereunder wl
written consent of Company. Any subletting by Contra,
part of the work covered hereby shall not relieve Con'
responsibility for the proper performance of the work
Agreement and all provisions of this Agreement shall i
binding against Contractor to the same extent as thou,
subletting had occurred.
SECTION 27. PATENTS AND ROYALTIES
Contractor shall defend all suits or claims agai
Contractor and/or Company arising from any infringeme
claimed, of any patented or unpatented invention,.art
machine, appliance, manufacture, structure, compositi
arrangement, improvement, design, device and/or metho
process embodied or used in the performance of this c
including its use by Company and hereby agrees to ind
Company and hold it harmless from liability of any ki
character, including court costs and attorneys' fees,
connection with all such suits or claims, provided, ~
nothing herein contained shall apply to any materials
Company shall furnish to Contractor. Company shall ~
notice of all such claims and patent infringements, s
claims, instituted or asserted against it, to Contra¢
shall defend same at Contractor's own cost and expen~
Contractor shall pay all royalties and license fees ¢
equipment and materials which it shall furnish under
contract.
L3 of 14
in any .of
~Y
'er by
.her terms,
omission on
' any right,
~perate as a
ling upon
~ereto;
~is
~r, or
ithout the
:tot of any
:factor of
mder this
~emain
h no
~st
nt, real or.
icle,
on,
ds of
ontract,
emnify
nd or
in
)wever, that
which
.ye written
uits, or
tot who
e.
,n the
this
Page
SECTION 28. TITLE
The title to all-work completed, all work in the
construction and all materials furnished by Company, o
CoDtractor, irrespective of location thereof, shall be
Company, but the ownership thereof by Company shall no
Contractor from liability for same as provided herein.
SECTION 29. SPECIFICATIONS SHALL CONTROL OVER DRAWING
In the event of any discrepancy between the speci
and the drawings or other attachments listed in or ref
the Specifications, the Specifications shall control u
Company furnishes to Contractor a written amendment to
contrary.
SECTION 30. AUDIT
Contractor further agrees to retain all pertinent
payrolls and records relative to work performed hereur
less than two (2) years after completion thereof. Ex~
its duly authorized representatives shall have access
reasonable times to the books, payrolls and records m~
the Contractor relative to any of the work performed ~
and shall have the right to audit the said books, payz
records at any reasonable time or times.
[4 of 14
:ourse of
by
in
absolve
fications
erred to in
nless
the
books,
.der of not
.lorer and
at all
intainedby
~ereunder,
'olls and
PL-124
12" Pipeline Relocation
Royal Lane Extension
U.S. Post Office Constructi0n
Dallas Co., TX
Exhibit "B"
Price Schedule
Unit price per foot to fabricate and install
250 lineal feet of 12" pipe for the Royal Lan
shown on Dwg. 237-PL-5003 and to the Specific~
Unit Price Per Foot
X
Lump Sum Price
Unit price per foot to fabricate and install
3650 lineal feet of 12" pipe along the south
the U.S. Postal Service and Minyard propertie
Dwg. 237-PL-5004 and to the Specifications he
installation at the SW corner.
iTEM NO. 7
'age 1 of 2
Lpproximately
crossing as
~tions herein.
150 ft.
~pproximately
~roperty line of
as shown on
. The valve
Unit Price Per Foot
X
Lump Sum Price
Unit price per foot to fabricate and install ~
1820 lineal feet of 12" pipe along the perimet
corner of the DFW property as shown on Dwg. 22
to the Specifications herein, including the rE
re-installation of approximately 1800 ft. of
approximately 60 ft. of boring underneath an
650 ft.
.pproximately
.er of the NE
7-PL-5004 and
~moval and
ence and
xisting road
crossing.
Unit Price Per Foot
X
Lump Sum Price $
Unit price per foot to bore underneath the Mir
820 ft.
yard Railroad
Spur, approximately 220 ft.
Unit Price Per Foot
Lump Sum Price
x 20 ft.
$
Unit price per foot to hydrostatically test a~
5470 lineal feet of 12-3/4" O.D. pipe.
Unit Price Per Foot
proximately
x 5470 ft.
Lump Sum Price $
Page 2 of 2
Unit price per foot to excavate for removal ap
4000 lineal feet of 12" line pipe, cut up and
work site.
Unit Price Per Foot
Lump Sum Price
TOTAL LUMP SUM PRICE
(Summation of Lump Sum Items 1 thru 6)
proximately
remove from
Bidder Name
ae
x 4 00 ft.
$
Ce
Labor & Equipment Rates for Chanqes & Ex'
All work which is authorized by the Company Re
be performed on a cost of labor and equipment
done for the following hourly rates which incl
Contractor charges for insurance, overhead, pr~
equipment maintenance and repairs.
Labor and equipment rates include insurance,
overhead and profit.
NOTE: Bidder please attach Schedule of Labor
rates.
If it is determined that well points will be r.
will be a separate bid item.
:ra Work
)resentative to
)asis will be
lde all
)fit, fuel,
~xes, benefits,
Equipment
quired, it
EXHIBIT "C"
INDEX
TECHNICIAL SPECIFICATIONS FOR PIPELINE C(
SECTION
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
DESCRIPTION
General
Route of the Line
Right of Way
Clearing & Grading of Right of Wi
Receiving, Unloading, Hauling &
All Materials
Ditching
Welding
External Pipe Coatings
Bending, Laying & Lowering-In
Backfilling & Clean-Up
Hydrostatic Testing & Internal C
Road Crossings
Manifold Piping
Concrete & Cement Finish Work
Painting
Insulating Flanges & Test Station
Test Procedure for Checking Test
Road Casings & Insulation Flanges
Road Crossings & Marker Signs
Inspections & Tests
Public Relations
Safety Regulations
Fences
Construction Standard Attachments
NOTE:
Drawings listed in section 22 are attache
following Page 55.
Item No. 8
Page 1 of 1
)NSTRUCTION
Page
Ly
~tringing
.eaning
Stations,
Drawing List
immediately
1
1
2
3
4
6
15
17
19
21
26
28
32
39
43
44
44
44
47
-49
49
55
TECHNICAL SPECIFICATIONS FOR PIPELINE Cf
GENERAL - This Exhibit "C" covers mainline const~
specifications. Specific projects are further de
drawings of Exhibit "D" and in the Scope o~ Work.
The Scope of Work serves to more specifically des
present project. The Scope of Work has and shall
as having full standing as a part of the specific
project. Where descriptions or directions there~
to be, in conflict with this Exhibit "C", the Sc¢
precedence and shall prevail over Exhibit "C".
SECTION 1 - ROUTE OF LINE
The pipeline route, special installation details,
views will be shown on the various drawings list.~
Company will set survey stakes to establish the d
reference points for the pipe and other installat
drawings and described in Scope of Work.
Company will furnish as much information as it cs
on locations of other underground structures. Cc
accept this information as an aid only. Contract
the responsibility of locating all existing unde~
structures and adequately protect such structures
a result of the construction under this contract.
SECTION 2 - RIGHT-OF-WAY
Company will provide all right-of-way including
egress at points where such right-of-way crosses
roads. Width and restrictions imposed on right-¢
far as they pertain to construction will be made
Contractor. Contractor will abide fully with the
Company's right-of-way agreements.
Contractor may make agreements with property own~
covered by Company's right-of-way. Company shall
arrangements and be given a written record reason
provisions. Such arrangements will be at the sol
the Contractor.
Company's right-of-way may, in areas, be joint us
be subordinate thereto. At points there may be e
above or below ground which must be left in place
damage.
Contractor shall be responsible for the investiga
of all off right-of-way damages incurred by his a
Exhibit "C"
Item No. 9
Page 1 of 55
,NSTRUCTION
uction
scribed in the
cribe the
be considered
ations for this
n are, or appear
pe of Work takes
plan and profile
d in Exhibit "D".
itch line and
ions shown on the
n reasonably obtain
ntractor shall
or shall bear
ground
from damage as
ights of ingress and
or adjoins public
f-way agreement so
known to the
conditions of
rs for rights not
be informed of such
ably detailing the
e risk and cost to
e with others and may
xisting structures
and protected from
tion and adjustment
ctivities.
SECTION 3 - CLEARING AND GRADING OF RIGHT-OF-WAY
Fences and Gates - Before proceeding with constr~
operations, Contractor shall furnish and install
substantial gate or gap in every fence at interse
right-of-way, for access to land crossed by pipel
passage of construction equipment. Fences shall k
necessary to prevent damage. If woven wire fence
encountered, they must not be cut unless consent
tenant is first obtained and adequate arrangement
bracing and rebuilding. See Attachment XXIII, Se
specification and details.
Contractor shall be responsible for keeping gates
times during performance of work.
Clearing and Grading Right-of-Way - Contractor sh
grade right-of-way sufficiently for his need and
stringing pipe and other material provided that~.t
and graded shall not exceed the right-of-way widt
by the Company.
Right-of-way limits shall be staked by Contractor
Contractor shall be responsible for any damages o
right-of-way limits. He shall perform all necess
road, river, stream, and gully crossings and at o
where needed to permit the passage of equipment,
owned by Contractor or Company. Contractor shall
surveyor's center line stakes during clearing and
operations. Contractor shall be liable for any e
his failure to maintain these stakes. Stumps of
must not project over a maximum of four (4) inche
of the ground or lower if required by the landown
line must be cleared so as to not interfere with
ditching and backfilling operation. All tree stu
all brush cut and all tree trimmings must be remo
right-of-way and disposed of to the satisfaction
Representative and in accordance with any special
provisions.
Grading and clearing of the right-of-way shall be
such a manner as will minimize interference with
drainage. Where terracing or diversion dams are
left open for a minimum time and will be complete
their original state. All grading will be finish
the original drainage of water flow conditions as
practicable and will conform to the requirements
having jurisdiction. Where necessary, substantia
Page 2
ction
a suitable,
ction with
ine and for
e reinforced as
s are
of owner and
made for
ction 20, for
closed at all
all clear and
for hauling and
he width cleared
h as furnished
every 200 feet.
utside of
ary grading at
ther locations
cars, and trucks
preserve all
right-of-way
Kpense due to
trees removed
s above the top
er, and ditch
satisfactory
~ps uprooted,
red from
Df Company
right-of-way
performed in
~xisting natural
~ut they will be
ly restored to
~d to maintain
nearly as
~f authorities
temporary
bridges shall be constructed at Contractcr s own ex
Grading of the right-of-wa-y shall be done in a mann
eliminate any' unnecessary bends or any excessive de
Should any blasting be required in order tc properl
right-of-way or for removal of tree stu~.ps, the sau
and requirements with reference to blasting shall a
forth in Section 5 of these Specifications.
At all pcints where the pipeline crosses levees Con
comply with the rules and regulations of the author
the permit.
Prior to construction Contractor will be notified c
additional special requirements or restrictions of
not listed in Section 2.
SECTION 4 - RECEIVING~ UNLOADING, HAULING kND STRI5
MATERIAL
Exhibit "E" designates points at which the Company
pipe, casing and heavy materials such as valves and
furnished by Company. Contractor shall furnish al]
labor, equipment, and supplies to promptly receive,
stack, and string on right-of-way all material req%
construction. Contractor will avoid denting or dan
ends by unnecessary contact with equipment. Care ~
exercised to prevent any damage to pipe from being
another joint of pipe or any other hard object. B~
fitted to the curvature of the pipe or slings shall
lifting pipe. Care shall be taken that the pipe i~
set down hard on skids, or bumped against hard obj
care shall be given coated pipe.
Ail hardwood stakes, wire strands, high tension ba
rubber tire strips, bearing pieces, or any other dE
completely removed from car and disposed of in a m~
satisfactory to Company Representative.
Ail pipe must be stored and separated by size, wal
grade and manufacturer.
Ail permits necessary for the transportation of pi
secured by the Contractor.
Coated pipe shall be placed on earth berms or skid
sand bags or other padding which will prevent damal
and coating.
The unloading, hauling and stringing of pipe and o
on right-of-way shall be performed in such manner i
damage to material, and if material does sustain d,
Contractor shall be responsible for repair, and/or
cost. It shall be the responsibility of the Contr.
~a~e 3
pense.
er that will
gree cf bends.
y grade the
e precautions
pply asset
tractor shall
ity granting
f any
right-of-way
GING ALL
will deliver
fittings
necessary
unload, haul,
ired for
~aging pipe
~hall be
bumped by
'oad-lift hooks
be used for
not dropped,
cts. Extra
ids, shims,
~bris must be
~nner
thickness,
e shall be
;padded with
le to the pipe
.her materials
~s to prevent
~mage
replacement
~ctor to see
that the pipe is strung inaccordance with final
setting forth the proper placement of the pipe by
thickness and specifications. Any movement of pi~
'from failure to comply with these requirements sha
Contractor's expense.
Stringing of pipe on right-of-way shall be done
as to cause least interference with the normal usc
crossed, and gaps shall be left at intervals to pE
land, passage of farm stock and equipment across
right-of-way. Contractor shall prevent entrance
debris into pipe during stringing.
Contractor shall promptly repair all bridges, pri
fences, buildings or other property damaged by hin
progress of the work.
SECTION 5 - DITCHING
Equipment, and General Methods - Contractor shall~.E
equipment and methods that may be required to exc~
to the staked line established by Company's Repre~
regardless of the type of soil or rock encountere~
of the depth of excavation necessary, and shall f~
materials and supplies necessary for the completi¢
maintenance of the ditch, including water control
coffer dams and sheet piling.
Page 4
lignment sheets
size, wall
e resulting
11 be done at
such a manner
of land
rmit use of
.he
.f dirt or
'ate roads,
in the
mploy such
.vate the ditch
lentative,
~ and regardless
lrnish all
~n and
shoring,
St~kes - Contractor shall carefully preserve all ::takes set by
Co---~y Representative and shall be liable for an~' extra expense
due to his failure to maintain such stakes. Upon~excavating the
ditch all stakes shall be reset at approximate right angles to
their center line location at the edge of the rig~t-of-way.
Ditch Specifications - The ditch shall be in accordance with the
attached Attachment II, Section 22, and Drawing 2
At over-bends and side-bends Contractor shall exc.
to allow proper clearance between the inside bend
the bottom or side of the ditch.
The ditch shall be graded to pass under all pipel~
trenches, ditches, canals, streams, or any other ¢
specified by Company's Representative. The ditch
to allow a minimum of clearance of 12 inches betw~
other foreign lines or other underground faciliti~
roots shall be cut flush with side wall and bottol
prevent damage to coating.
Extreme care must be exercised in keeping open ant
drain ditches and water courses.
~7-PL-5003.
Lvate the ditch
of the pipe and
.nes, roads,
~bstruction as
shall be graded
~en the pipe and
Is. All tree
of ditch to
useful all
Hand Ditch Requirements - in any location where in
Company, the use of ditching equipment may result
damage or injury to property crossed by the right-
may require the ditch to be excavated by hand.
Additional Depth of Ditch - When approaching cross
highways, irrigation and drainage ditches, and at
Page 5
~he opinion of
in unnecessary
~f-way, Company
ings of roads,
the contour of the earth may require extra depth,
shall at no additional compensation excavate to su
depth as may be necessary to meet the requirements
landowner, and any public or private authority hav
jurisdiction over same.
When the right-of-way easement, landowner or publi.
authority specifies that the pipeline shall have m.
normal amount of cover at points other than those]
the preceding paragraph, Contractor shall excavate
specified depth. Compensation for this additional
at the rates specified in the Price SchedUle, Exhil
Bends - The Company desires to reduce to a minimum
number of bends to lay the pipe to conform with th~
the ground and maintain a normal covering. This c~
accomplished by cutting the ditch slightly deeper
ridges and by gradually cutting the ditch deeper i
road crossings and small water courses. It is the
intention that Contractor shall eliminate unnecessi
operating the ditching machine at various depths rl
finish grading the ditch by hand, wherever practic~
shall be as specified in Section 8 of these Specif~
Rock Excavation - Solid rock materials, which in ti
the Company Representative, can only be broken up
drilling and/or blasting before excavation can be
rock excavation. Rock excavation shall be perform
Contractor to meet minimum ditch specifications sel
Attachment II, Section 22, or as shown on Drawing
Rock or rock mixed with earthen material which can
rooting, plowing or ripping before excavation can
shall be classified as loose rock excavation. No
compensation will be allowed for either type of ro
Blasting - Before any blasting is done, Contractor
any necessary permits, and occupants of nearby bui~
or places of business must be notified. Company RE
must be notified when Contractor expects to start !
present while it is being done. The Contractor sh~
shots sufficiently to keep any rock from being blat
right-of-way and so there will be no damage or inj~
flying stone. If, during blasting operations, loot
scattered over the right-of-way or adjacent propert
shall clean up and haul from the premises or bury
~oints where
2ontractor
Eh additional
of Company,
ing
: or private
~re than the
nentioned in
to the
depth shall be
~it "B".
the required
~ contour of
~n be
~t the crest of
~ approaches to
Company's
~ry bending by
~ther than by
~1. Pipe bends
~cations.
~e opinion of
)y means of
~ccomplished is
.~d by
out in
~37-PL-5004.
be loosened by
~e accomplished
~xtra
~k excavation.
shall obtain
.dings, stores
~presentative
~lasting and be
~11 blanket all
:ted off the
lry from
iened rock is
y, Contractor
~uch rock to
the satisfaction of Company's Representative.
The Contractor shall use extra precautions in blast.
lines, telephone, telegraph, or electrical conduits
water wells, springs, and pipelines. Contractor is
damage resulting from blasting operations.
Finished Ditch - The finished ditch shall be free ol
clods, stumps, roots or other debris. Contractor sl
and place loose soil or sand padding where determine
by Company.
SECTION 6 - WELDING
Pipe - This Specification shall apply to the field %
pipe, listed in Exhibit E, manufactured in conformai
American Petroleum Institute Standard 5LX Grade X-4
'Grade X-52, and it shall also apply to field weldin,
manufactured in conformance to those Specifications
Methods - Welds shall be made in accordance with th
Procedure. All requirements affecting the quality
completed welds shall apply equally to roll welding
Page 6
.ng near drain
water lines,
liable for
· rocks, hard
~all furnish
~d necessary
7elding of
ice to
and 5LX
of pipe not
s Welding
~f the
and position
welding. Ail welding performed under this procedurg shall meet
the requirements of API Standard 1104 (Latest Editi9n) "Standard
for Welding Pipe Lines and Related Facilities". /
!
Pipe Defects - If laminations or split ends are discovered they
shall be cut out. Other defects may be cut out or ]~epaired as
ext]~a work item.
directed by Company Representative. This is an
Welding Equipment and' supplies - contractor shall
welding equipment and supplies. All electrodes and
shall be subject to the approval of Company Represe~
shall be kept in good operating condition. Any equ~
supplies not meeting the approval of Company Repres{
not capable of producing satisfactory welds shall
the job. Contractor shall protect welding electrod(
moisture and deterioration.
Spacing - The space between abutting pipe ends shall
to insure complete penetration without burn-through
'ends having mill bevels, the spacing shall be appro:
inch. The spacing should be decreased proportionall
ends having smaller width land.
Alignment - (1) Offset. The alignment of the abutt~
shall be made to minimize the offset between intern~
surfaces. The offset shall not exceed 1/16 inch ex(
back welding will allow a transition with a slope o:
than 1:4 nor more than 1:2. Hammering of pipe to o]
line-up shall be held to a minimum.
[rnish all
equipment
~tative and
.pment or
~ntative or
removed from
s from
be such as
For pipe
imately 1/16
~y for pipe
tng pipe ends
pipe
:ept where
not less
tain a proper
Welds - The welding machin~ shall be adjusted so as
the proper current voltage output for the size and
electrode used. The welds shall be capable of deve]
percent of the specified tensile strength of the pi~
beads of portions thereof shall be added to reinfor(
when this procedure is required by the Company ReprE
All slag and scale shall be removed from each bead
immediately after completion.
Repair or Removal of Defects - (1) Company Authoriz
Repairs. The Company Representative may authorize
defects in the root and filler beads, but any weld
evidence of repair work having been done without su
authorization shall be rejected.
Repairs may be made to pin holes and undercuts in ti
without authorization, but must meet with the appro~
Company Representative.
(2) Removal and Repair of Defects. Before repairs
Page 8
to maintain
.ype of
.oping 100
~e. Additional
:e the weld,
~sentative.
Lnd
Ltion of
~epairs of
~hat shows
:h
~e final bead
,al of the
are made,
injurious defects shall be entirely removed by chip])ing,
grinding, or flame gouging to sound metal. Ail slag and scale
shall be removed by wire brushing. Preheating of smch an area
may be required by the Company Representative.
Compliance with DOT Regulations - Nothing in this ~ction 6 is to
be interpreted to lessen the requirements of Deparrn~ent of
Transportation, Title 49, Part 195, Transportation ~Jf Liquids by
Pipeline. Regulations in Sub-Part D - Construction shall be
complied with as the minimum requirement of this Ex]%ibit "C".
The specifications ih Exhibit "C" shall prevail, ho~ever, when
stated requirements are more stringent than DOT req~
Test Welders - The Company Representative shall req
welder employed by the Contractor to pass the Compa
welding test as outlined below. Each welder will b
test weld and will not be permitted to make welds o
substantially less time than he is required in maki
qualifying test weld. At his option the Company Re
may examine the qualification weld radio-graphicall
(1) Sampling of Test Welds - From the completed te
number of coupons cut will depend upon the size of
requirements of the Company Representative. Test c
be cut from the completed weld as follows:
~irements.
aire each
~y's standard
timed on his
theline in
3g his
presentative
st weld the
the pipe and
Dupons shall
TYPE AND NUMBER OF TEST SPECIMENS
FOR WELDER ~UALIFICATION TEST
Pipe Size, Outside
Diameter Inches
NUMBER OF SPECi
BEND TESTS
Nick
Tensile Break Root Fac~
4-1/2 & Smaller 0
Over 4-1/2 to 12-3/4, inc. 2
Over 12-3/4 4
4-1/2 & Smaller 0
Over 4-1/2 to 12-3/4, inc. 2
Over 12-3/4 4
[MENS
Wall Thickness
2 2 0
2 2 0
4 2 2
Wall Thickness - Ov~
2 0 0
2 0 0
4 0 0
Coupons shall betaken from or adjacent to the top,
Page 9
Side Total
Inch & Under
0 4
0 6
0 12
r 1/2 Inch
2 4
2 6
4 12
sides, and
bottom of the weld, and shall be spaced approximate[
around the pipe.
(2) Tensile Tests
Ly equidistant
(a) ~reparation. Tensile test specimens shal1 be
approximately one inch wide; the weld reinforcementS, both at the
face and at the root of the weld, shall not be remoWed. Coupon
may be flame cut and no additional machining or preparation will
be necessary, provided the sides are parallel and f~ee from
notches or unevenness which may adversely affect th~ test
results. Coupon shall be allowed to air cool to amb~.ent
temperature before testing. Contractor shall furni ;h coupon
cutter.
(b) Results. If two or more of the coupons t.~sted break in
the weld or at the junction of the weld and the patient metal, and
also fail to develop the minimum specified tensile ~;trength of
the parent metal, the welder shall be disqualified.
Page 10
(3) Nick-Break Tests
(a) PreParation. Nick-break test coupons shall be flame
cut, and no other preparation will be necessary. The coupons
shall be hacksaw notched from both edges of the coupons at the
center of the weld to cause failure in the weld metal, and shall
be broken by: a) pulling in.a suitable testing machine; b)
supporting the ends and striking the center of the coupon with a
heavy hammer; or c) by supporting one end of the coupon in a vise
and striking the other end with sharp hammer blows. The exposed
area of the fracture shall have a minimum width of one inchl
(b) Results. The nick-break test shall show complete
penetration and fusion throughout the entire thickness of the
weld coupon. If in the opinion of the Company Representative,
lack of penetration occurring in one of the test coupons is not
representative of the weld, the coupon may be replaced by another
coupon cut adjacent to the coupon that was rejected. The exposed
surface shall show no more than 6 gas pockets per square inch
with the greatest dimension not to exceed 1/16 inch. Slag
inclusions shall not be greater than 1/32 inch in depth and 1/8
inch in width, and shall be separated by at least 1/2 inch of
sound weld metal. The welder shall be disqualified if any one
coupon shows defects exceeding these limitations.
(4) Bend Tests
(a) Preparation. The coupons shall be approximately one
inch wide and shall be flame cut. Both the cover and root bead
reinforcement shall be removed flush with the base pipe metal.
Final removal of excq~s metal shall leave the surface free Of
deep scratches and any remaining scratches shall be transverse to
the weld. Sharp edges shall be reduced to a smooth radius.
One-half the number of coupons shall be subjected to face-bend
tests, and the other half of the number of coupons shall be
subjected to root-bend tests. Coupons shall be air cooled to
ambient temperature before testing.
(b) Method. Ail bend-test coupons shall be tested in a
guided test bend jig. Each coupon shall be placed on the female
member of the jig with the weld at mid-span. Face bend coupon
shall be placed with the face of the weld directed toward the
gap; root bend coupons shall be placed with the root of the weld
directed toward the gap. The male member of the jig shall be
forced into the gap until the curvature of the coupon is
approximately 180 degrees.
(c) Results. The bend "test shall be consider
if: No crack or other defect exceeding 1/8 inch in
is'present in' the weld metal or between the weld an
material after bending (cracks which originate alo~
the specimen during testing and that are less than
measured in any direction shall not be considered)
~he coupon cracks or fractures during bending and
surface shows: a) complete penetration and fusion
entire thickness of the weld coupon; b) no more tha
pockets per square inch with the greatest dimension
exceed 1/16 inch; and c) no slag inclusions greater
inch in depth or 1/8 inch in width and separated by
Page 11
ed acceptable
any direction
d the pipe
g the edges of
1/4 inch
or
he exposed
throughout the
n 6 gas
s not to
than 1/32
at least 1/2
inch of sound metal. (If necessary, the specimen shall be broken
apart to permit examination of the fracture.)
Welds in high strength pipe, API Std., 5LX, which ~ay not bend
the full 180 degrees shall be qualified under the clause -.
immediately above.
Should one of the welder's bend test coupons fail to meet these
requirements and, in the opinion of the Company Representative,
lack of penetration occurring is not representative of the weld,
the test coupon may be replaced by an alternative coupon cut
adjacent to the one that failed. The welder shall be
disqualified if the alternative coupon also shows defects
exceeding the specified limits.
(5) Qualification. The welder may be recognized as fully
qualified only if the test weld coupons are acceptable as to
tensile strength and soundness. The weld must be free of cracks,
lack of penetration,'~urn-through, and other obviou
it must present a neat workmanship appearance. Unde
adjacent to the final bead on the outside of the p~
exceed 1/32 inch in depth.
(6) Retest. If, in the mutual opinion of the Comp
Representative and Contractor Representatives, fail
welder to pass the test was because of unavoidable
conditions beyond his control, such a welder may be
second opportunity to qualify. No further retest
s defects, and
rcutting
pe shall not
any
ure of a
conditions or
given a
shall be
permitted.
Contractor shall furnish all equipment and supplies
this test, except the Company shall furnish Contra¢
pipe for the purpose of making test pipe nipples.
Representative has determined that the welder meets
requirements, the Contractor shall issue an identif
the welder and each weld made by that welder shall
identified. Company Representative will record the
the name of the welder. If the welder should leave
identifying symbol shall be voided and not duplicat
required for
tot joints of
After Company
Company's
ying symbol to
be so
symbol and
the job, his
ed.
Page 12
est Welds - Company shall reserve the privilege of cutting any
.~-2 %-7~-~-the ~iDeline and ~hen have weld te~ted
O
cut one (1) test weld made by each welder·
~-~ ~ the Comnany If the %est weld shall fail i~ a~y. of the
~d~d CompanQ te~ts, the welder may not be permi~:e~ to
,ders
continue welding on the pipeline. If two or more we
participated in making the weld which failed, the Co]
Company Representative shall determine which welder
were responsible for the defective work.
All welds which fail shall be replaced at no expense
Company. Company Representatives shall whenever pos
test welds from the pipeline in such a manner or at
so as to result in a minimum replacement cost. If i
possible to pull the pipe back into position after a
been removed, a nipple with a minimum length of seve
inches shall be set in and two (2) welds shall be re
close the line. Company Representative reserves the
any of these replacement welds from the pipe if thez
of defective workmanship.
Reimbursement for Extra Welds - A record of results
test shall be made jointly b~ the Company Representa
Contractor's Representative. When a weld that has ~
specifications has been cut out, except for the one
weld per welder, the Contractor shall be reimbursed
in accordance with the price quoted in Exhibit "B".
made jointly by the C~mpany Representative and Cont]
indicate the location of the weld by stake number, ~
symbol, and the results of the test. This record si
by Representatives of both the Company and Contract~
made on the day the test is performed. No reimburs~
made for any weld not covered by a Contract Work Or~
Preheatin~ and Post-Heating - The Company Represent
specify what preheating and post-heating practice s
on the pipe ends when chemical properties or atmosp
temperatures affect the weld-ability of the pipe.
Radiography (Weld Quality Control}- Radiograph wil
~or field weld quality control duzing construction
pipeline. The radiographic procedure, interpretati
and the limitations of defects shall comply with A~
(Standard for Field Welding of Pipelines). The Co~
furnish radiographic services.
100% of the girth welds will be tested.
]tractor and
)r welders
to the
sible cut
such a time
t is not
weld has
nty-two (72)
quired to
right to cut
e is evidence
of each weld
.tive and the
ret Company's
(1) described
for the weld
The record
~actor shall
:he welder's
~all be signed
)r and must be
~ment will be
]er, EPL-34-A.
ttive shall
~all be used
~eric
1 be utilized
of the
on of films
1-1104
~tractor shal~
Welding Procedure
Process - Manual shielded metallic arc welding meth.
girth welds on steel pipe. Automatic welding proce
used only upon specific prior approval by the Compa
Bevel Design - Machine beveled to 30 degrees + 5 de
degrees with 1/16 inch land.' (Torch cut bevels wil
acceptable provided the surface of the cut is smoot
dimensions conform to those of machine cut bevels.)
Bevel Preparation - Foreign matter shall be removed
driven wire buffing wheels, sanding machines, or by
Oil, grease, etc., shall be removed with a solvent
leave the surface clean.
Spacing - Approximately 1/16 inch of space shall be
between the abutting pipe ends. Wedged shaped tool
used to obtain the required space. The pipe shall
until 100% of the root bead has been deposited.
Position - Pipe axis shall be in horizontal fixed
supported by skids or suitable fixtures for all wel
the root bead.
Type Line-Up Clamp - Internal expanding type clamp
for pipe diameters 10-3/4 inches O.D. and above. E
clamps shall be used only where it is not possible
internal clamps. External clamps may be used for p
up to 10-3/4 inches O.D.
Direction of Welding'~ Finish weld beads shall be s
the top center of the pipe and stopped near the bot
(no two beads shall be started or finished at the s
Cleaning Weld Beads - Ail slag and foreign matter s
removed from each bead of weld metal before additic
is applied. Finish beads shall be cleaned for ins~
The root and second welding beads shall be cleaned
driven wire buffing wheels or hand cleaned with sui
Removal of Line-Up Clamp - Pressure applied to inte
clamps to hold the abutting pipe ends in alignment
shall not be released until 100% of the root bead ~
deposited. External line-up clamps may be removed
the root bead has been deposited.
Page 13
Dd of making
~ses may be
ny.
'rees - 0
be
and the
with power
hand filing.
.hat will
provided
shall be
not be moved
osition
beads except
shall be used
xternal type
to use
ipe diameters
tarted near
tom center
ame point).
hall be
nal weld metal
ection.
with power
table tools.
rnal line-up
for welding
as been
after 50% of
TO APPLY ONLY TO GRADE "B" AND GRADE "X42"
Pipe Material.- Pipe manufactured in accordance wit]
Specifications 5L Grade B, and 5LX Grade X42 rangin!
from 4-1/2 inches O.D. through 36 inches O.D. with
thickness, .188 inches through .500 inches.
Numbers of Welders - That ma~ work simultaneously
Root Bead
2nd Bead
Remaining Beads
4-1/2" O.D. 10-3/4" O.D. 20" O.
Thru Thru Thru
8-5/8" O.D. 18" O.D. 24" O.
Filler Metal
1 or 2 2 or 4 2 or
1 or 2 2 2
1 or 2 2 2
Bead Electrode Size AW
Root 1/8" or 5/32" E-,
2nd 5/32" EL.
Other 5/32" or 3/16" E-'
Z-'
Preheating - When atmospheric temperatures are belo,
F., pipe ends may be preheated to a minimum of 300 ~
prior to placing in alignment for welding. Preheat
to be determined with Tempilstiks.
TO APPLY ONLY TO GRADE "X52" PIPE
Pipe Material - Pipe manufactured in accordance wit
Specification 5LX Grade X52 ranging in diameter fro~
inches O.D. through 36 inches O.D. with a wall thic
through .500 inches.
Number of Welders - That may work simultaneously on
Root Bead
2nd Bead
Remaining Bead
Page 14
PIPE
API
in diameter
all
weld.
· 26" O.D.
Thru
). 36" O.D.
4 or 6
2 or 4
2
Electrode
5010
1010-Al or
010-G
010-Al or
010-G
32 degrees
]egrees F.,
temperature
API
10-3/4
kness of .219
a weld.
10-3/4" O.D.
Thru
22" O.D.
2
2
2
24" D.D.
Thru
36" D.D.
4 ~r 6
2 or 4
2
Filler Material
Bead Electrode Size AW
Root 5/32" E-
E-
2nd 5/32" E-
E-
Other 3/16" E-
E-
Preheating - When the atmospheric temperature is be
F., Company Representative may require that the pip
preheated to a minimum temperature of 300 degrees F
placing in alignment for welding. Preheat temperat
determined by Tempilstiks.
Time Lapse Between Beads
(1) When preheating is required: Root and second
minute maximum. Second and remaining beads - 15 mi
After the second bead has been deposited, when preh
utilized, the remaining beads shall be deposited be
area has cooled to a temperature below 50 degrees
Filler and finish beads shall be deposited without
for changing electrodes and cleaning between comple
bead and the start of the next bead until all weldi
finished.
(2) When Preheating is not required: When weldin~
10-3/4 inches O.D. asd above and preheating is not
second bead shall be deposited within 10 minutes af
of the root bead.
SECTION 7 - EXTERNAL PIPE COATINGS
General Coating Specifications
The following General Specifications apply to both
pipe and pipe coated at the job site.
care Handlin~ of Coating Materials - Coating materJ
properly stored to prevent damage or deterioration
Coating Field Joints, Bare Pipe and 'Damaged C°atin~
Applied Tape Coatings
Primer - Primer containers are to be clean and free
foreign materials. Containers are to be kept secu]
prevent contamination or loss by evaporation. Conl
standing open overnight will not be used.
Page 15
Electrode
010 or
010-G
'010Al or
?010-G
7010-A1 or
7010-G
low 50 degrees
~ ends be
., prior to
ure is to be
bead- 3
nutes maximum.
eating is
fore the weld
pause except
tion on one
ng is
pipe size
utilized the
ter completion
yard coated
.als shall be
with Cold
from any
~ely closed to
~ainers left
All surfaces to be primed and'coated will be clean a
all dirt, rust, foreign material, mill lacquer, draf
damaged coating and coating adjacent to the damaged
firmly bonded to the pipe and for a distance of nc
inches in each direction from edge of surface to be
Sufficient coating is to be removed so that the rep.
not bridge across an area of exposed pipe to be coat
notches or longitudinal cuts which could develop int
coating after burial are to be left in coating. RoY
taper all cleaned undamaged coating with emery clot~
similar abrasive.
Be sure entire cleaned surface is dry.
Brush apply one (1) thorough and uniform coat of prJ
quality brush is required to get specified primer ai
Thorough and uniform coverage is required, excess p]
allow proper drying and bonding of tape. Apply prir
surface and a minimum of 4 inches in each direction
surface to be coated. If primer becomes dead before
applied, surface must be reprimed prior to applicat~
a. Protecto Wrap No. '1000 Primer;
Apply tape to the primed surface after prime
Protecto Wrap No. 1170 Primer;
Apply tape to the primed surface while prim~
touch, not wet, and before primer drys.
Tape Coating - A "cigarette wrap" will be applied c~
all welds and butted up to or immediately adjacent
existing or mill-applied coating edges. The wraps
of all voids, wrinkles, and bubbles.
The tape coating to be applied is a 35-mil thicknes
will be applied "spiral wrapped" with a 50-percent ]
overhead across the entire coated area. Applicatiol
wrapped" coating will start and stop a minimum of 3
existing or mill applied coatings. Tape coating wi
applied at any location without a primer surface.
applications will be free of all voids, wrinkles,
Application of tape coatings over small-narrow area
"cigarette wrapped" with 50-percent overlap extendi
of 3 inches over existing or mill applied coatings.
Approved tape coatings, specific one (1), to be spe
individual contracts are:
Page 16
nd free of
t paper,
area not
ess than 4
coated.
ir tape will
ed. No
o splits in
.ghen and
~s, files, or
.mer. A good
~plication.
· imer will not
~er to.cleaned
from edge of
tape can be
ons of tape.
~r is dry.
~r is tacky to
~ntered over
~o the
rill be free
coating and
ninimum
~s of "spiral
inches over
11 not be
Fape
nd bubbles.
will be
ng a minimum
cified in
a. Protecto Wrap No. 310£W with Protecto Wrap
1000.
b. Protecto Wrap No. 200 with Protecto Wrap PrJ
Maxiu~'~m tape width is 6 inches.
Before pipe is lowered in, coating will have a Holi(
at 10,000 volts.
Only specified primers and tape coatings will be us~
primer used will be match types as specified.
Coating Buried Pipe Fittings, Valves, Irreqular Str~
Page 17
rimer No.
net No. 1170.
ay inspection
~d. Tape and
~ctures, Etc~
Ail portions of valves, fittings, steel supports, pipe tubing,
etc., which are to be buried shall first be clean of all excess
mud, dirt, rust, mill scale, mill lacquer, grease, etc. A
thorough cleaning of soluble contaminates by wiping~with suitable
solvents and clean rags shall be followed by mechanical cleaning
by wire brushing, sand blasting, scraping, flame cleaning or a
combination thereof.
All pipe and pipe fittings, including bends on pipe
diameter and larger, having an essentially cylindri
configuration shall be tape coated.
All pipe 2" and smaller, bends on pipe 8" nominal d
smaller, valves, supports, pipe fittings or irregul
tubing, etc., not specified to be tape coated shall
application of cold applied mastic, 15-mil minimum
which shall be protected and allowed to thoroughly
coat of identical mastic, 15-mil minimum thickness
applied and allowed to thoroughly dry before backf
Cold mastic will be Protecto Wrap No. 1200.
SECTION 8 - BENDING~ LAYING AND LOWERING-IN.
Field Bending - Contractor shall make all necessar
bends required in the construction of the line, bu
its option, may furnish forged or manufactured ben¢
installation at points where, in its judgement, th~
bends is preferable.
10" nominal
iameter or
ar shape,
have an
thickness,
dry. A second
shall then be
lling.
field pipe
Company, at
s for
use of such
~inim'u3n radius of any field bends shall be 40 fee%
otherwise noted. All bending shall be done by
bedding me%hod, but due care shall be exercised tc
of pipe or weakening welds. Any bend that is bucki
not fit the ditch to the satisfaction of the Companl
Representative, shall be cut out and replaced at Col
expense, and pipe thus removed will be charged to C,
damaged material. Contractor shall pay Company the
cost of pipe which is damaged beyond use in the ben.
operations. In general, the curvature of all bends
distributed throughout as great a length of pipe as
the pipe has a longitudinal seam, the seam shall be
perpendicular to the radius of the bend.
The equipment used to make bends shall be approved
Company Representative.
Laying - Each joint of pipe shall be swabbed with a
line up clamp or with a leather or canvas belt disc
diameter, and satisfactory to the Company's Represe
remove dirt, mill scale, and other foreign material
placing in alignment for welding.
Longitudinal seams shall be on the upper surface of
within 30 degrees from the top center. Successive
be rotated to right or left to avoid aligning the s
adjoining joints.
The open end of the line shall be securely closed
the day's work to prevent the entrance of water,
trash, or any other obstr.uctions and shall'not be c
work is resumed. Where the line is left apart at
any reason both ends shall likewise be securely c1¢
Contractor shall pick up, haul and insert in the
pieces of pipe, 8 feet and over in length, which h~
off when tying sections of the line together, or
reason. These short pieces of pipe shall not be a]
accumulate, but shall be moved ahead and welded in
intermittently with pipe of the same wall thicknes~
shall cooperate with Company Representative in tryJ
the length of these pieces whenever practical.
Lowerinq-In - The pipe shall be lowered into the d!
manner as to obtain the maximum amount of pipe in
contractor may employ any acceptable means of lowe~
that such means secures the necessary amount of pi]
distributed in the bottom of the ditch and does not
pipe or protective coatings where applied.
Page 18
~xcept where
Id stretch
~void buckling
~d, or does
%tractor's
>ntractor as
delivered
~ing
shall be
possible. If
in a plane
by the
n internal
of the proper
ntative, to
before
the line and
joints shall
eams in
t the end of
all animals,
pened until
ntervals~.for
sed.
ne short
~ve been cut
,r any other-
.lowed to
the line
:. Contractor
.ng to control
.tch in such a
~he ditch. The
~inG, provided
uniformly
injure the
Fipe shall be lowered into the ditch before the atm~
temperature exceeds 80 degrees F. Any excess pipe ~
removed by ~he Contractor by cutting out the excess
directed by Company's Representative and rewelding
two ends of the line together.
K ncn-abrasive canvas padded sling shall be used in
coated pipe sections without injury to the protecti~
Any coating injured in handling or lowering the pip.
repaired by the Contractor and left in a condition
of the undamaged coating. Protection shields of pl
equivalent material) shall be placed along side wal
containing rock or other hard objects. These shiel.
taken out when pipe is not subject to further movem
Ail sag bends and side-bends shall fit the trench n
inside of all side-bends or over-bends shall clear
the bottom of the ditch by a minimum of 4 inches.
No line shall be lowered into the ditch until Compa
Representative has been notified and his approval h
and the line has been subjected to electrical holid
submerging Pipe - At locations along the pipeline r
water in the ditch prevents lowering the pipe, Cont
pump the water from the ditch to permit lowering.
this method, Contractor may, with Company's approva
the pipe by filling it with inhibited filtered fres
water is utilized for submerging the pipe, it shall
removed until after the ditch has been backfilled.
SECTION 9 - BACKFILLING AND CLEAN-UP
Approval of Company's Representative - No ditch sha
backfilled unless the pipe has a proper depth and f
of Company's Representative shall be obtained befor
any section of ditch.
Backfilling - Backfilling shall be done in such a ~
insure filling the space below and up the sides of
soil. Contractor shall employ any acceptable methc
the Company which will insure compaction of the bac
the same time not deflect the pipe from its normal
Packing of backfill shall not be done through rocky
the coating might be damaged.
Page 19
)spheric
~hall be
pipe as
~he resulting
lowering all
;e coating.
~ shall be
~qual to that
wood (or
s of trench
s are to be
~nt.
~atly and the
the side or
ny's
~s been given
~y test.
~ute where
factor shall
In lieu of
1, submerge
h water. If
not be
11 be
it. Approval
e backfilling
anner as to
the pipe with
d approved by
kfill and at
roundness.
land where
~add~n~ and Backfilling Over Coated Pipe - No rocks,
or cther hard .ct~ects shall be placed on the coated
ripe shall be covered with six (6) inches of sand be
rocks cr hard objects are placed in the ditch. No t
excess ccating material, container, metal or other s
s~ail be used in the backfill. Contractor shall fur
a~d place sand for padding.
Rock may be placed in ditch after the above mentions
in place. All surplus rock shall be disposed of to
satisfaction of Company, land-owner or tenant at no
Page 20
hard clods,
pipe. The
fore any
imber, wood,
uch items
nish, haul
d padding is
the
additional
compensation. .
Backfill on Sloping Ground - Contractor shall open all natural
^~,ater courses dlsturbed b~ construction. When direc:ted by
~Company Representative, Contractor shall construct furrows and
~z~ terraces across the right-of-way to divert the flowlof water away
· ' ~ c urses, -
~-~ from the backfill ditch and lnto natural dralnag- ~
Crossings - In the banks of water courses, ContraCtgr shall
restore the banks and if required, shall reinforce ~he backfill
with earth filled bags, cement and sand filled bags{ rock
rip-rap, or concrete headwalls. /
Distance Between Rough Backfill and Lowered-In Pipe1- Contractor
shall keep the rough backfill as close as possible ~.o the
lowering in operation and at no time shall the disti
one quarter (1/4) mile, unless approved by the Comp~
Representative.
Clean-Up of Right-of-Way - As soon as backfill is c~
Contractor shall immediately clean up the right-of-~
to places designated by Company Representative all
defective materials, and disposing of all refuse su
sheet iron, broken skids, enamel, glass fiber, etc.
satisfaction of Company Representative. All rock w
scattered along the right-of-way or on property adj
right-of-way by Contractor's operations shall be ga
Contractor and disposed of by Contractor so as not
damage to property of others.
Insofar as possible, the ground on both sides of th
ditch which has been disturbed during the construct
pipeline shall be smoothedup. The entire right-of
left in a condition satisfactory to the Company Re~
~nce exceed
~ny
)mpleted~
4ay, removing
~urplus
~h as brush·
· to the
nich has been
acent to ~he
thered up by
to cause
e pipeline
ion of the
-way shall b~
~esentative.
Ccmp. any Representative will not prevent Contractor f:
att~pting to clean up on account of weather or grou]
ccnditicns. If Contractor proceeds with clean up du:
weather or when adverse ground conditions prevail, C~
will assu3ne full risk of acceptance and may be requi:
Cpmpany Representative to again do such clean up at '
Contractor's expense, to meet the Company's normal d:
clean up specifications.
Repairs to Fences - Upon completion of all backfillil
cleaning up of the right-of-way, permanent repairs
to all fences by using new and like kind of fencing
All fence repairs shall be satisfactory to Company,
his tenant.
It is not the intention of the Company to install pe
along the route of the line; however, at some locati
landowners may require such gates and where they are
inspector will so advise Contractor. In such cases,
furnish gate and gate posts, Contractor will install
any other material that may be required, all at no e
to the Company.
Distance Between Final Clean-Up and Backfillinq - Th
between final clean up and backfilling which shall i
tie-ins, shall be at the discretion of the Company's
Representative.
~Mai~'-ntenance of Backfill - Contractor shall at his ow
~~g~-t~--~e-~,'- roadways, lands, and privat
[caused by settling or washing along right-of-way up
ncluding date of acceptance by Company of work incl
SECTION 10 - HYDROSTATIC TESTING AND INTERNAL CLEANI
After line fabrication is completed, Contractor will
hydrostatically test as instructed in Attachment XI~
Contractor shall furnish, install and remove all wel
blinds, and plugs for testing at Contractor's own er
furnish such air compressors and pumps as may be rec
testing, and shall furnish water necessary for pres~
Company will furnish cleaning devices - pigs, scrape
and sizing plate as judged necessary by the Company
adequately clean the pipeline; check for internal re
dents, flats, and deformations; displace test water
line to an acceptable condition.
Page 21
7om
:lng adverse
)ntractor
.~ed by
:he
.-y weather
%g and the
aall be made
naterials.
landowner and
rmanent gates
Dna
necessary,
Company will
and furnish
xtra expense
distance
nclude all
n expense
e driveways
to and '
uded herein.
NG
· Section 20.
ding caps,
pence, shall
uired for all
ure testing.
rs, spheres
to:
.undness,
and dry the
After preparin9 the pipeline for hydrostatic testing,
filling with water, Contractor will run one (I) clear
scraper followed by a second scraper equipped with sJ
It shall be the Contractor's responsibility and at C¢
expense to remove any obstructions causing the scrape
stick. After removal and repair to Company's satisf~
scraper(s) will be reinserted in the line and the pre
continued, all at the Contractor's expense.
The preceding operations may be performed with air o:
the Contractor's option. Company may, at its option
certain requirements and/or devices from the foregoi]
procedure, but such option shall in no way lessen th~
requirements not specifically omitted by the Company
After successfully completing the line sizing test, ~
shall fill the entire pipeline with water in prepara
hydrostatic test. Contractor shall install air vent
potential air traps as directed by Company Represent
shall remove vents and seal taps to Company's satisf
hydrostatic test.
Hydrostatic test will be performed at the Contractor
The test procedure will be under the direct supervis
Company Representative, however, no supervision of C
employees shall be made other than through the Contr
supervisory representative.
The hydrostatic test shall be made in full complianc
Department of Transportation requirements as set out
Part 195 - Transportation of Liquids by Pipeline, Su
Hydrostatic Testing. In event of a conflict DOT Rog
shall prevail, however, Company requirements more st
DOT Regulations may not be interpreted as in conflic
All records shall become the property of the Company
retained by the Contractor if desired.
Satisfaction of test results will be solely evaluate
Representative. Test will not be deemed complete ur
by Company representative.
If leakage is indicated the Contractor will find an¢
leaks. Contractor shall bear the expense of repair~
necessitated by his faulty workmanship. Company sh~
expense of repairing or replacing faulty material f~
Company.
Page 22
but before
ting pig or
.zing plate.
~ntractor's
~r(s) to
~ction, the
)cess
water at
omit
g
ontractor
ion for the
at
mtive and
~ction after
s expense.
~on of the
)ntractor's
~ctor's
with the
in the DOT
bpart E -
ulations
ringent than
t.
with copies
d by Company
~til accepted
repair all
and retests
11 bear the
~rnished by
After acceptance of the hydrostatic test by Company
will displace the test water with air, using a Comp
separator (pig, sphere or similar device) at the ai
interface. This procedure will be at the Contractc
Pigs, spheres and/or scrapers will be moved through
by air until the dryness and cleanliness meets the
~atisfaction.
Company will not assume expense for material for ma
connecting, draining, etc., whether previously inst
for the cleaning and drying procedure nor will Comp
labor- expense to install such material.
Each recording chart used in conducting this hydros
shall contain:
The carrier's (Company) name, the name of the
responsible for making the test and the name
company (if used).
2. The date and time of the test.
3. The minimum test pressure.
4. The test medium (water or other liquid).
5. A description of the facility tested.
6. An explanation of any pressure discontinuities
on the chart.
A chronological record of'the dead weight tests sh
Page 23
, Contractor
any furnished
r-water
r's expense.
the pipeline
Company's
nifolding,
alled or added
any assume the
tatic test
,erson
the t~st~ng
that appear
~11 be made in
tabular form with notations comparing simultaneous recording
chart and visual indicating gauge readings. This"Fecord shall
be attached the corresponding pressure chart for p~rmanent
record. /
The pressure chart and log shall be signed by Contractor's
representative in charge of the hydrostatic test.
Test period will be for a minimum of four hours at
minimum PSIG if total piping can be and is under v
observation during test. Test period will continu
an additional four hours at or above the minimum P
total piping cannot be visually observed during te
higher than
[sual
.~ for at least
~IG if the
~t.
Pressure source must be isolated from the recorder.
pressure is reached. Additional pressure may be apl
reduction occurs as a result cf a drop in liquid tel
lcss of pressure as a result of a leak in the secti.
tested will require a permanent repair followed by
%he test.
A valve with fine regulation should be installed to
venting as necessary to prevent exceeding the maxim
listed. This may occur if liquid temperature incre
the test period.
HYDROTEST PRESS, CHART
EXPLOEER PIPELINE CO.
The fol!owinl~ information
is wi:ne~-~ed/entered on this
chart by the undersil[ned:
1. Operatin~ Company
2. Tes'~in,~ Co./Individual
3. 'test D~telTime
4. I~:.nimum Test. Press.
5. Test Medium
6. Description of Facility
7. Exp!anation of Press
Discontinuities.
For Contractor
For Explorer
The stamp shown on th
placed on the back of
chart by the Company
Representafive. All
listed 1 thru 7 %;ill
the chart in a clear
manner.
Ail information requE
required by the Depa]
Transportation. Any
information has the
failed hydrostatic
After checking for ac
completeness, the re]
of the two parties w!
indicated on the st~
The chart will then become the immediate and pe~ma:
of the Company. A copy will be forwarded to the C,
request.
Removal of all temporary manifolding, connections,
etc., shall be at the Contractor's expense.
Page 24
~fter test
plied if a
nperature. A
~n being
~ restart of
facilitate
~rn PSIG
ases during
e left will be
the pressure
information
be entered on
~nd complete
~ted is
tment ~of
omission of
~ffect of a
~st .
:curacy and
~resentatives
.11 sign where
~p.
%ent property
)ntractor upon
drains, vents,
Page 26
SABLE
Como~v reores~mtative w~ 11 furni~] t~i~ Fo~ EPL 305
to the Co]~tractor f~r h~s use in the Hy, lr ratio Iest. .
Entries m' st be mad. in all b'.anks exce ,t~n the surplus
Pipe Data Section.
~ e applicable.
Unde~ Remarks, enter '~o~e" if non~
I
SECT]ON ll - ROAD CROSS}NGS
General - The construction of all highway crossings
Company, including all details incident to the ins~a
such crossings, shall be in accordance with the Atta
hereto and shall comply with such Specifications as
required by the state highway engineers or any other
having jurisdiction and such Specifications herein a
applicable. Company shall furnish materials listed
"E". Care shall be taken not to block traffic while
crossings are being installed. Contractor shall be
for any cost incurred by blocking highways or any ot
In general, crossings may be accomplished by a comb~
open trenching and boring; Contractor will determine
amounts of differential excavation required and take
consideration in preparing unit price bid which sha]
placement of casing on linear foot basis regardless
excavation required or accomplished.
The Contractor shall start no work on any'highway c]
obtainihg definite approval from Company's Represent
shall be the duty of ComPany's Representative to no1
highway official that work is going to start at the
specified time and to notify the Contractor when it
satisfactory to proceed with the'construction of th~
All welds on casing shall be complete welds.
Page 26
designated by
lla~ion of
chrnents
may be
authority
s may be
in Exhibit
such
responsible
her roads.
nation of
the relative
this into
~1 be for
of method of
~ossing before
~ative. It
ify proper
crossing at a
crossing.
Procedure - Crossing's shall be installed with a mil imum of 3' of
cover at the lowest point in the ditches or with a ]~inimum ~f 6.'
of cover below the underneath side of the road surf. Lce, the .
dimension that provides the greatest depth shall ap~ly unless
greater depth is required by the authority having j~risdiction.
At roads which, in the opinion of the Company, may pe widened,
the i e shall be kept at a uniform line and grade sach side of
P P . · ,$
the center line for a d~stance to be designated by the Company
inspector.
In general, all crossings of roads, having a wearin
composed of bituminous sealed surface or better typ
shall be accomplished by a combination of open tren
boring. Under no conditions shall any of the road
accomplished by only open trenching without special
licenses, or permission of the Company.
G surface
e surface,
ching and
crossings be
permits,
Crossings Requiring Casing - At crcssinGs where ca
required, the installation shall be made in accord
ap-propriate drawings in Section 20. Attacb. ment IX
Attachment X (Railroads) serves to detail casing ar
installation. Contractor shall fabricate and inst~
and vent piping as shown on drawings and required
~onditions. Contractor shall properly install all
insulating spacers and end seals, which will provi¢
electrically insulated installation. Failure of t~
to pass Company check by Corrosion Control Departm(
necessitate correction by the Contractor at his ex!
Correction may require removal and reinstallation
pipe including replacement or repair of all damage(
Contractor shall, before tie-in welds are made,
and casing ends to alignment and parallel grade th~
filled bags in accordance with Attachment XIII to
maintain the pipe and casing position during and a~
Installation is subject to additional checking aft~
final acceptance'by Company will occur on full
only.
Precautions at Roads & Highways - Contractor shall
extreme care at all crossings to prevent damage to
lines, telegraph lines, power lines and other abov.
structures. In the event such facilities are dama
shall immediately notify the Company's Representat
officials having jurisdiction over the damaged fac
Contractor shall comply with all rules and regular
to crossing roads and highways with their equipmen
shall be stationed to'direct traffic.
As soon as the casing is'in place, the vent piping
installed, the inside of the casing cleaned out, a
capped to the satisfaction of the Company.
When installation is completed, the areas shall be
before moving from the work site.
Danger Signs & Flares at Road Crossings - Contract
with any City, County, or State regulations as to
signals, flares and/or flagmen.
In the absence of such regulations, Contractor sba
signs, visible during daylight and flares, visible
darkness, in both directions of traffic. Signs aN
be located a minimum of three hundred (300) feet c
crossings. It shall also be required that flares
burning on each side of such road crossings immed
thereto. Danger signs shall be readable at one h'
feet.
Page 27
ings are
nce with
(Highways) or
~d accessory
~11 all vents
~y installation
casing
[e an
~e installation
~nt will
)ense.
)f the carrier
! material.
.ng the pipe
~n install dirt
~ffectively
[ter backfill.
~r backfill and
ect acceptance
exercise
telephone
ground
;ed, Contractor
ve and the
lities.
ons in regard
· flagmen
shall be
nd both ends
cleaned up
or shall comply
~lacing danger
L1 place danger
during
d flares shall
f pipeline
be set and kept
ately adjacent
ndred (100)
When, in the opinion of the Company's Representative
cr guard rails are necessary to provide protection t
public due to hazardous location of the right-cf-way
Contractor shall provide such barricades or guard ra
additional cost to the Company.
~adiographic Inspection - Contractor shall have all
welds in crossing section 100% radiographically ins~
others.
SECTION 12 - MANIFOLD PIPING
Contractor will install .all manifold piping designat
Page 28
, barricades
o the general
, the
ils at no
line pipe
eeted by
ed on the
drawings, including tie-in connection to main line t~ipe. If it
is necessary to disturb existing walks, curbs, road~, parking
areas, etc., the Contractor shall restore same to o~iginal
condition after installation of the manifold piping~system.
Primary piping includes all main line piping, valve~,! fittings,
and associated appurtenances in the respective manifold areas.
Piping 'facilities that connect the various manifold
the property limits to the main line piping shall bE
a minimum cover over the top of the pipe as shown or
drawings.
Coating - Shall conform to the requirements of Sect!
Painting - Above ground facilities shall be painted
with the requirements of Section 14.
Alignment & Grade - Manifold facilities and primary
connecting the various manifold areas to the main 1~
normally be installed to the alignment and grade in(
the design drawings. Alterations to the alignment !
when obstructions, not shown on.the plans, are encol
alterations shall be made at the direction, and to
satisfaction, of the Company.
Cleaning - Fabricated piping, valves, fittings, and
primary piping, etc., shall be thoroughly cleaned a~
All sand, dirt or other foreign matter shall be rem~
ends of completed sections of pipeline shall be clo
suitable plugs, caps, or other approved methods in
the line free from dirt and other foreign matter.
shall not be removed, unless otherwise instructed,
sections are joined into the continuous pipeline.
areas within
buried with
the
on 7.
in accordance
piping
.ne pipe shall
licated on
~ay be made
lntered. Such
~he
sections of
%d swabbed.
~ved. The
;ed with
~rder to keep
~uch devices
~ntil the
welding - All plain end line pipe shall be joined t
accordance with the requirements of Section 6. The
distance between welds shall conform to the require
B3!.4, AP1 5L and AP1 SLX.
Threaded & Coupled Lines - The threads on each joir
shall be carefully inspected and examined. No joir
threads are defective shall be installed. All fie]
shall be free from tears, shoulders, cuts, or any
may break the continuity of the threads. Threads
accordance with API 5L thread and gauge sketches a
threaded pipe joints shall be lubricated on the mai
thread compound acceptable to Company. Contractor
all screw fittings in place and hydrostatically te!
primary piping or to the same pressures as the prir
~age 29
y welding in
minim:~m
ments cf ANSI
t of pipe
t on which the
d made threads
.elects which
hall be in
d tables. All
e end with a
shall connect
;t with the
~ary piping.
Materials - Contractor shall promptly notify Compa~y of any
~ or damaged material or materials that arT not properly
marked as to specifications, and material.s that differ from the
designations on the drawings. ]
Pipe Repair - The repair Of gouges, grooves or den~s in primary
piping to be installed underground shall be made t~) the
satisfaction of the Company. Grinding may be empl~yed to remove
gouges and grooves that penetrate less than 12% of the wall
thickness; however, pipe with cuts greater than 12'
thickness shall have the damaged portion cut out a
and replaced. Dents in the body'of the pipe that.
1/4" deep and not longer than 25% of the.pipe diam
neglected. If dents are 'greater, the damaged port
shall be cut out as a cylinder and replaced. Inse
cuts or dents, or pounding out of dents shall be p
Storage - Ail material shall be stored in a manner
free of all sand, dirt and other foreign matter.
Fabrication
Pipe Fabrication - All piping shall be fabricated
Contractor in the shop or field at his option. A1
connections to primary piping shall be 1" or large
across the minimum and maximum axis of bends shall
difference in excess of 2.5% of the nominal diamet
that exceed this limit shall be removed from the 1
Contractor's expense. Any pipe thus removed will
the Contractor as damaged material. All field ben
made by the cold stretch bending method, and an ac
of measurement shall be used to determine the tole
fcllows:
of the wall
a cylinder'
re less than
ter may be
on of the pipe
't patching of
rohibited.
to keep it
by the
1 piping
r. Dimensions
not have a
er. Any bends
ine at
be charged to
ds shall be
curate method
rances as
PiPE SIZE (DIA/,~ETER)
INCHES
MINIMUM RAD!U
IN PiPE DI
Page 30
t2-3/4" and Smaller 18 Dia~
14" 21Dia~
t6" 24 Dia~
~8" 27 Dia~
20" and Larger 30 Dia~
S OF BEND
AMETERS
eters
eters
eters
eters
eters
Coated pipe shall be heated prior to bending if tee
prevent cracking of the coating.
Support - All piping, valves, fittings, etc., shall
during installation to prevent damage to other equi
connected to the manifold. The entire manifold sha
and free from strain or distortion.
Flanges - Gaskets, bolts and flange connections sha
installed in an oil-tight manner to withstand the_.t
Gaskets and flanges shall be clean and dry. Bolts
gradual,ly tightened in pairs in a manner to maintai
pressure on both sides of the gasket. On large dia
(30" and larger) controlled bolt loading through tn
hydraulic operated stud and bolt tensioner (BeaCh
equal type) shall be used.
Concrete - Supports, foundations and slabs shall cc
installation requirements of Section 13.
Area Surfacinq & Drainage.- Shall conform to the re
installation requirements of Section 9.
Underqround Installation
Excavation - Contractor shall perform all excavati¢
for the installation of the piping, including shorl
and pumping to maintain dry ditches until the work
tested and approved. The trench shall be dug so tt
can be laid to the alignment and depth required and
uniform and continuous bearing for the pipe. If ti
overdug, Contractor shall install concrete support~
where requested by Company at Contractor's expense.
· the trench shall be 12" greater than pipe O.D. to t
piping to be laid and jointed properly.
Spoil Bank - The spoil bank from ditching operatior
be contaminated by organic and other foreign mater]
produce an unsatisfactory backfill. Contractor sha
openings in spoil bank to maintain proper drainage
uired to
be supported
pment
11 be level
11 be
est pressure.
shall be
n a uniform
meter flanges,
e use of a
ndustries or
nform to the
spective,
n necessary
ns, bailing,~
has been
at the pipe
provide a
ench is
under pipe
The width of
.ermit the
.s should not
als that would
11 cut gaps or
of the area.
Other Lines or Structure~-.- ComDany will indica
the approximate location of all known pipelines
Contractor shall be responsible for unknown pip.
structures Company may require hand excavatio:
when near ~hese facilities. Any damage to othe~
structures shall be repaired or replaced to the
the owner of the damaged property and the Compal
Normally, a clearance equivalent to 1/2 the sum
diameters shall be maintained when crossing exis
The minimum clearance shall be 12".
Except when
directed by drawings or the Company Representati
being installed will cross under existing lines.
require cathodic test lead station where specifi
Rock - When rock is encountered in trenching, th
shall provide a clearance of at least 6" below a
side of all pipe, valves, and fittings. After r
and large stones from the ditch, the bottom shal
sand free of organic material and stones larger_
sand shall be compacted in layers until the bott~
is brought to proper grade to receive the pipe.
Blasting for excavation'will be permitted, subje~
approval, only when proper precautions are taken
protection of persons and property.
Lowerinq - All brush, skids, pipe, pipe protecto
clods, sticks, projecting rocks, and other hard
removed from the bottom of the ditch into which
wrapped pipelines are tQ be lowered. An excavat
beneath the pipe at the point where it is suppor
permit removal of the belt without damage to the
shall be made wide enough where slack loops are.
ditch to prevent coating from being rubbed off ol
sides. Protective shields should be used on the
containing rock or other hard objects. These shJ
removed after pipe is in place.
Wide non-abrasive canvas or leather belts shall t
lowering lines into the ditch. The lines should
or subjected to jar or impact. Slack loops shoul
the early morning or at night when the pipe is co
Pipe Supports - Coated and wrapped lines, except
shall be supported over the ditch by wide non-abr.
leather belts, or by padded timbers at sufficient
that the pressure at point of support will not ca~
in the coating.
Page 31
e to Contractor
and structures.
lines and
of the ditch
lines or
satisfaction of
~y.
of the two pipe
ting pipelines.
otherwise
ye, the line
Company will
ed.
e excavated ditch
nd 6" on each
~moving all rock
1 be padded with
than 3/8". The
)m of the ditch
:t to Company's
for the
is, rocks, large
>bjects shall be
~oated and
.on shall be made
ed by a belt to
coating. Ditches
owered into the
the ditch
side of ditches
elds shall be
e used for
not be dropped
J be lowered in
pl.
for slack loops,
sire canvas or
intervals so
se a puncture
Slack locps shall be supported on padded timbers. 5
partially filled with straw, sand, sawdust, or loose
of all hard objects may be used for padding.
Holiday Detection - Shall be run on coated and wrap~
immediately before lowering pipe into the ditch. RE
Section 7.
Page 32
acks
earth, free
,ed lines
.fer to
Backfill - Unless otherwise instructed, ditches sha2.1 be promptly
b~~ed and compacted to the level of surrounding ground after
lowering pipe into the ditch. All excess dirt is t~ be piled
over the ditch to provide a crown for settlement an~ produce a
trim backfill. The disturbed earth on both sides o~ the pipeline
ditch shall be graded out to smooth and uniform leve
Ail primary piping, valves and underground manifold!
backfilled to 95 percent Proctor compaction.
Unsuitable Backfill Material - When the backfill ma'
contains hard clods, rocks, or other hard. objects''~wl
damage the protective coating, the same precautions
procedures described in Section 9 shall be used und
over the pipe until it has been covered to a depth ,
6". The remaining cover may contain rocks and hard
be backfilled into the ditch in the usual manner.
and vegetable matter shall be excluded from the bac
to pipe. Throwing of trash, foreign substance, or
kind into the ditch will not be permitted.
Testing - Contractor shall be responsible for furni
testing equipment and performing all work required
and pressure testing of the manifold system in acco
Attachment 1 to Exhibit "C".
Repairs - Any defective material or work furnished,
by Contractor, and evidenced by the tests shall be
and at the expense of the Contractor. Ail leaking
be remade. No caulking of joints will be permitted
material furnished by Company will be repaired or r
Contractor at Company's expense.
SECTION 13 - CONCRETE & CEMENT FINISH WORK
General
Contractor shall furnish all materials and install
foundations and other miscellaneous concrete struc~
indicated on the drawings.
shall be
erial
~ich might
and
around and
~r,
)f at least
objects and
Rocks, wood
<fill adjacent
'efuse of any
~hing all
!or inspecting
'dance with
or performed,
emedied by,
joints shall
· Defective
eplaced by
concrete
.ures as
Concrete
Ail provisions of "Building Code Requirements
Concrete", ACI 318, not covere~ in this specifi~
also apply.
Special local conditions which make desirable tl
materials, methods, or treatment different from
described in these specifications will be consi.
Cement
Cement shall conform to "Standard Specification
Cement", ASTM C-150. Type I, normal Portland c
be used in Class A and Class Z concrete. Type
high-early strength cement, shall be used for C
concrete.
Air-Entraining Portland cement conforming to "S
for Air-Entraining Cement", ASTM C-175, shall-k
Class AY concrete, or air-entraining admixtures
"Specifications for Air-Entraining Admixtures f
ASTM C-260-66T, shall be added with Type I nor~
cement to produce AY concrete.
Fine & Coarse Aqgregate
Aggregates shall consist of natural sand and g~
rock or other chemically inert materials, havir
uncoated grains of strong, durable minerals.
containing soft, fri~ble, thin, flaky, elongate
laminated particles totaling more than 3 perce!
containing silt in excess of 1-1/2 percent, or
crusher dust finer than No. 200 standard sieve
percent shall not be used. Percentages shall
weight of combined aggregated as used in the c(
combined amounts of these harmful substances
aggregates shall not exceed 5 percent by weigh~
combined aggregates.
Size and grading of aggregates shall conform
limits:
a) Fine Aggregates.
Passing 3/8 sieve
Passing No. 8 sieve
Passing No. 30 sieve
Passing No. 100 sieve
100%
80% to 100%
25% to 60%
2% to 10%
Page 33
)r Reinforced
:aticn shall
~e use of
those
~ered.
s for Portland
~ment, shall
III, which is
lass AY
pecifications
e used in
conforming to
or Concrete",
al Portland
avel crushed
~g clean
.ggregates
~d, or
~t, or
containing
in excess of 2
~e based on
~ncrete. 'The
~esent in
of the
the following
b)
Passing No. 4 sieve
Passing No. 16 siege
Passing No. 50 sieve
Coarse Aggregate.
95% to 100%
50% to 85%
10% to 30%
Page 34
Unless specified otherwise on plans, coarse
shall be nominal maximum size of 1-1/2 inch
reinforced concrete sections less than 8 in
thickness, the maximum size shall not excee
minim'uun dimension of concrete member in whi
shall not exceed 3/4 of clear spacing betwe
steel. Grading limits of aggregates of dif
shall be as follows:
Percentaqe Passing Si
Designated
Maximum
Size
2-1/2"
2" 1-1/2
2" Rock 100 95-100 -~
1-1/2" Rock 100 95-10
1" Rock 100
3/4" Rock
Designated Percentaqe Passing SJ
Maximum
Size 3/4" 1/2" 3/8"
2" Rock 10-30
1-1/2" Rock 35~70 10-30
1" Rock 25-60
3/4" Rock 20-55
Reinforcinq Steel & Welded Wire Fabric
aggregate
In
rhes in
1/5 of
uh placed and
~n reinforcing
ferent sizes
eve
eve
No. 4
0-5
0-5
0-10
0-10
Reinforcing steel is t° be intermediate grade a
conform with "Standard Specifications for Bille
Concrete Reinforcement Bars", ASTM Al5. Defor~
conforming to ASTM Specification A-305 shall be
plans specify plain bars. Reinforcing bars sha
bend test set out in ASTM A15-65, and in additi
capable of being straightened without cracking
All reinforcing steel shall be fabricated to
in "Manual of Standard Practice for Detailing
'Concrete Structures", ACI 315.
Bending of reinforcing shall conform to "BuildJ
Requirements for Reinforced Concrete", ACI 318
i It
35-70
90-100
100
'0-5
0-5
nd shall
t Steel
ed bars
used unless
11 pass the
on must be
lerances given'
einforced
ng Code
All re~nforcing steel shall be tagged wit
on plan.
5. Welded wire fabric shall conform to "Stan(
for Welded Steel Wire Fabric for Concrete
ASTM A-185. (Two layers of welded wire f
lieu of ~4 rebar on 12" centers both ways
6. All steel reinforcing bars, tie bars, wel4
etc., shall be clean and free from scale
loose rust. '
Mixing Water - Mixing water shall be clean and
injurious amounts of oils acids, vegetable ma
salts. '
Material Storag~ - Aggregates shall be stored .
they will not segregate or become contaminated
material. Cement shall be protected from damp]
contamination. Admixtures shall be stored to-'
contamination, evaporation, or damag~ and, if
protected from freezing or temperature changes
.adversely affect its characteristics.
Forms
1. Forms shall be built true to line and grade
they will not yield.
2. Forms shall be mortar tight.
3. Forms shall be of such quality that resulti
surfaces are smooth and even. ·
4. Forms shall be left in place a minimum of 2
if so directed by Company Representative.
5. New concrete shall not be loaded in less th~
with special permission of Company Represen~
Installation of Piping, Anchor Bolts, Etc. - In~
hangers, pipe sleeves, conduit, drains, m~tal ds
etc., shall be placed and secured in position b
other suitable means before the concrete is pla
Page 35
mark number shown
ard Specifications
Reinforcement,,,
bric can be used in
)
ed wire fabric,
dirt, oil, and
free from
tter, alkalies, and
~t the site so that
with foreign
less and
)revent
.iquid, shall be
which would
and braced so
ng concrete
hours and longer
n 7 days except
~ative.
;efts, supports,
ms, anchor bolts,
'templates or
led.
Reinforcing Steel Placement
All reinforcing steel shall be accurately locat
forms and firmly held in place before and durir
of concrete, by means of supports such as wire
hangers, wire ties, or tack welding. Spacing
shall not exceed 5'-0".
2. Contractor shall furnish all accessories, such
spacers, hangers, etc., necessary for the propE
reinforcing steel,, and such accessories shall
approval by the Company Representative.
3. Deformed reinforcing bars shall be lapped at 1E
diameters at all splices, unless noted otherwi
plans. Wire mesh, when spliced, shall lap at
section.
Design of Concrete Mix
1.
The Class of concrete to be used, uniess other~
shall be Class "A". Use of Class AX and AY
on the plans.
Class A - Cement - 6 sacks per cubic yard minll
6-3/4 gallons per sack of cement, ma:
Approximate Proportions - 1 cement, i
rock. Minimum Strength - 3,000 poun~
inch in 28 days.
Class AX - High Early Strength Concrete.
Same as Class A, except High Early
Portland Cement is to be used.
Class AY - Air Entrained Concrete.
Same as Class A, except:
(1)
(2)
Air entraining cement and/or
entraining admixture is to be
4-1/2 percent air for concrete
aggregate of 1-1/2 inch to 2-1
size, 5-1/2 percent for 3/4 in
aggregate, and 7 percent of 3/
size aggregate.
Page 36
ed in the
[~hthe placing
airs,
,f supports
as supports,
~r placing of
De subject to
~ast 30 bar
~e on the
peast one grid
~ise specified,
L1 be indicated
num. Water -
¢imum.
sand, 3-1/2
per square
trength
ag approved air .....
used to secure
containing
~ inch maximum
. maximum size
8 inch maximum
Maximum mixing water allowed shall be reduced
1/2 gallon per sack of cement.
Class Z - Grout.
Gr out mixes shall consist of one sa
cement with two cubic feet of fine a
content of mix to be minimum needed
workability required. Special grout
where specified on plan.
Limits of consistency shall be established in
613 and shall be measured in accordance with
Standard Slump Test.
Type of Construction
Reinforced Foundation Walls & Footings
Slabs, Bea3ns & Reinforced Walls
Pavement Slab on Ground
Heavy Mass Construction
Mixing & Placing
Page 37
ck of Portland
ggregate. Water
to provide
s will be used
ACI Standard
STM C-143
In¢
Max mum
5
6
3
3
hes of Slump
Minimum
Me. asurement, mixing and placing of concrete sf
accordance with ACI Standard 614.
Concrete batches shall be proportioned by wei~
impractical in opinion of Company RepresentatJ
Contractor shall furnish equipment in good wo]
with accurate devices for measuring the ingre(
concrete.
Concrete shall be machine mixed thoroughly un?
ingredients are uniformly distributed. Minim%
shall be one minute after all materials are iF
Ready-mixed or transit-mixed concrete shall c¢
C-94, "Standard Specifications for Ready-Mixe¢
Concrete shall be delivered from the mixer to
placing in a sufficiently short period of time
means that the ingredients of the concrete wiZ
Partially set or retempered concrete shall no~
Concrete will not be accepted which has had a!
and transit time in excess of one hour.
Concrete shall be placed in forms in such a m
prevent segregation. Concrete shall be depos
as possible in horizontal layers and shall no'
considerable distance in the forms after depo~
~all be in
2
3
2
:il all '
~ mixing 'time
the drum.
nform to ASTM
Concrete".
the point of
and by such
.1 not separate.
be used.
elapsed mixing
nner as to
.ted as nearly
be worked any
ition.
Ihts unless
,ve. The
king condition~
[ients of the
7. Concrete shall be vibrated, puddled, or rc
placement to prevent honeycombing.
8. Adequate equipment shall be provided for h
materials and/or protecting the concrete d
near-freezing weather. All concrete mater
reinforcement, forms, and ground with whicl
to come into contact shall be free from 'fr~
materials or materials containing ice shal
9. During hot weather, steps shall be taken t.
evaporation by proper attention to ingrediE
placing, protection and curing.
10. Metal reinforcement shall be protected by ~
concrete indicated on the drawings. Where
otherwise, the thickness of concrete over t
shall be as follows: Where concrete is de~
the ground, not less than 3 inches. Where
exposed to weather, not less than 2 inches.
walls not exposed to the grounds or weather
3/4 inch.
11.
12.
Damp proofing under concrete slabs, where c
Construction Drawings, shall be .006" Polye
Minimum lap will be 6 inches with the top 1~
direction of flow of concrete being poured.
Water shall, be removed from place of deposil
is placed unless otherwise permitted by the
Representative. ·
Finishes
Unintentional voids shall be filled with ceme
immediately upon removal of forms. Ties shal
least 1/2 inch back and
resulting void filled
finished flush.
Surface finishes - noted on plans or specific
number.
Finish No. 1 - Concrete left with finish impa
the forms. Objectionable irre~
be removed and voids pointed u
Page 38
dded during the --~
mating the concrete
aring freezing and
ials and
% the concrete is
)st. No frozen
be used.
reduce water
nts, handling,
thickness of
not shown
he reinforcement
osited against
concrete is
In slabs and
not less than
lled for on the
hylene Visqueen.
~p pla~ed in the
before concrete
Company
nt mortar
1 be cut off at
with mortar and
mtions by
~ted to it by
Iularities shall
Finish No. 2 - Remove_forms while concrete is
exposed surface with Carborundu
approved abrasive and water so
objectionable irregularities an
surface appearance and texture
after removal of forms.
Finish No. 3 - Wood float surface to depress c
and steel trowel to smooth and
free from defects.
Finish No. 4 - Wood float to depress coarse ag
continuing the floating process
is straight and uniform.
Finish No. 5 - Wood float, steel trowel and ii
with a hair brush.
The use of mechanical finishing devices'is rec
finishing will be permitted where approved by
Representative.
Steel troweling operations should be delayed ~
possible, at least until concrete has hardened
water and fine material are not worked to the
Spreading dry cement on wet surface to take u
will not be permitted.
Scorinq & Edging - Required edgings are ~noted on
letter.
Edging A - 3/4" chamfer formed by beveled woo
strip is placed on all inter~al co!
formwork and along the top edge of
will be exposed.
Edging B - Round tooled edge on corners or
produced with standard finishing
SECTION 14 - PAINTING
Materials
Contractor shall furnish all materials, tools, eq%
and supervision and shall be responsible for main1
cleaning his painting equipment.
Page 39
~reen. Rub
~ or other
as to remove
d variations in
within 24 hours
oarse aggregate
even surface
gregate
until surface
ghtly broom
ommended. - Hand
Company
s long as
enough that
surface.
excess water
lans by a
[strip. This
'ners in
concrete that
,red groove,
,ol.
[ipment, labor
~aining and
sccpe
This specification describes protective ccating mat
used and defines surface preparation and paint appl
procedures to be followed in field applications foz
~urfaces to be painted under this specification inc
ground piping, valves, and miscellaneous steel sup~
All painting shall be performed with Company speci
as outlined in Paint Systems paragraph.
Contractor shall purchase painting materials from
manufacturers listed in Paint Manufacturers paragra
It is the intent of these specifications to obtain
preparation and quality of paint applications that
the need for future renewal of the prime coat systE
Ail coatings in a designated system shall be of the
manufacturer, and approved by Company before appli¢
Surface Preparation
Surface preparation shall be in accordance to SSPC
$P6-63.
Hand cleaning, for spot priming and repainting
coatings.
Power tool cleaning,'for spot priming and repa
old coatings. (Alternate to No. 1.)
Commercial blast cleaning, for all new surface
sandblast abrasive material to be used under ti
specification shall be of a quality which will
clean surface, free from imbedded material, wh~
height of profile is no greater than 1.9 mils.
Blast cleaning to white metal for all new surf~
extreme or unusual conditions.
All sandblasted and hand-cleaned surfaces shall be
same day that cleaning is performed. Cleaned surf~
unprimed overnight, or on which rain falls, shall
before priming.
Page 40
erials to be
ication
all piping.
lude above
,orts.
ied materials
~e of the
Dh.
surface
Will eliminate
~m.
same
:ation.
Specifications
over old ~
.nting over
;. The
lis
produce a
)se maximum
~ces under
primed the
~ces left
)e recleaned
Faint Systems
On' all new surfaces of four (4) ccat paint system ,
of 7 mils total dry thickness will be used consist
2 - Prime Ccats (spray application) - Alkyd B
1-1/2 mils per coat dry film thickness.
1st Finish Coat (spray application) - Alkyd E
White - 2 mils dry film thickness.
2nd Finish Ccat (spray application) - Alkyd E
White - 2 mils dry film thickness.
On all repaint surfaces one (1) coat of spot primi
method will be done where original prime coat has
Two (2) finish coats will then be applied to entir
Paint Application
All specification paints are formulated for spray
and may be so applied. The spray guns shall be he
perpendicular to the surface being coated at a max
of 12" from the surface. The material and air pre
spray guns shall be regulated to achieve optimum a
the paint with the lowest possible pressures. LOw
avoid spray ricochet from the surface being painte
vertical passes followed immediately with overlapp
passes shall be made for each spray coat applicati
surfaces to obtain uniform applications.
The manufacturer's recommendation shall be followe
to storage, thinning and application.
Ail compressed air used for painting shall be free
and oil. Suitable air filters and traps shall be
all spray equipment to completely remove oil and ~
Constant mechanical agitation shall be maintained
pot, or open reservoir with paint pu/np, throughout
spraying operation.
All coatings shall be uniformly applied without sa
spots, or other blemishes. Edges and crevices are
particular attention; extra paint is to be added
Page 41
~ith a minimum
lng of:
~se Primer
a_mel
.amel
.~g by spray
Oeen damaged.
_= area surface·
applications
id
.mum distance
~sure on the
:omization of
pressures will
· Overlapping
ing horizontal
on on large
d with respect
of moisture
installed on
ater.
in the pressure
the paint
gs, runs,
to receive
o these points.
All damage to each coat.of paint shall be repair
succeeding coats of paint are applied. No coat ,
'applied until the preceding coat is thoroughly d.
intercoat contamination succeeding coats of pain'
applied with a minimu3n time between coats as is
proper drying time.
In general, no painting or sandblasting will be
weather conditions are favorable to surface mois
condensation, when the temperature is below 40 de
relative hu~,idity is above 90%. Paint is not to
surfaces exceeding 125 degrees F.
Film Thickness
The minimum allowable dry film thickness in any ~
be 7.0 mil. Unless otherwise specified, inadequ~
thickness will necessitate the application of an
in whole or in part, as required.
Repainting
Surface preparation for repainting over old coat~
include the use of coarse sanding papers or wire
feather the edges of old paint around wounds and
surface burns and embedded particles.
Ail unbonded paint will be removed and all bonde(
wiped dust free.
1. Repainting Manufactured Prepainted Equipment
Surface preparation'for repainting as descrik
Repainting paragraph shall be the same with .t
equipment shall be given a good cleaning with
solvent cleaner.
Ail identification plates, openings, vents, e
covered to prevent damage during paint applic
shall be removed as promptly as finished pain
allows.
Paint Manufacturers
Contractor shall have the option (unless otherwis
using the products of one of the manufacturers li
Page 42
~d before
)f paint shall be
~y. To minimize
~ shall be
:onsistent with
)erformed when
~ure
~grees F., or the
be applied to.
liven area shall
~te film
additional coat
~ngs shall
brushes to
remove all
paint will be
ed in the
he exception of
an approved
tc., shall be
ation. Masking
t condition
e specified) of
sted below:
Primer Er
.1. Anchor Paint Company
G-6 26
2. Mobil Paint Company
13-R-51 21
3. P.P.G. UC-3003 UC
Inspection
Ail phases of the cleaning and painting operations
subject to the approval of an authorized Inspector
Inspector shall approve the surface before each co
Painting under questionable weather conditions wil
at the Inspector's discretion.
Ail necessary mixing or thinning of paint material
under the Inspector's supervision.
Measurements showing less than minimum dry film t-h
whether of a single coat or the entire system, wil
reason for the Inspector to require additional co~
the dry film to specified thickness.
SECTION 15 - INSULATING FLANGES & TEST STATIONS
Insulating Flanges - Contractor shall install insu
at locations indicated on drawings. All insulated
be electrically tested and if defective, will be r~
satisfaction of the Company Representative. Corro:
Station in accordance with Attachments XI, XII and
Section 20, shall be installed.
Corrosio~ Control Test Stations at Cased Crossings
casing is installed, Corrosion Control Test Statiol
in accordance with.Attachments IX, X, XI, XII, XII
Corrosion Control Test Stations at Foreign Line Cr,
stations shall be installed at foreign line crossil
Contractor when specified by the Company. Contrac~
approval from Company and Company's Inspector befo~
wires to the foreign line. Approval will be obtai~
owner of the foreign lines by Company to install tE
Representative of foreign line company must be pre~
wires are being installed. In such cases two (2)
white wires shall be attached 6" apart by Cadweld
line, and two (2) ~10 TW red wires shall be attach
apart by Cadweld to the Company line. All wires sl
up to a condulet as shown on Attachment XII-A, Sect
ame 1
00
-W-9
-40114
Page 43
will be
The
~t is applied.
1 be performed
will be done
[ckness,
l be adequate
=ing to bring
rating flanges
flanges shall
~paired to the
~ion Test
XII-C-1,
- Where
Is are required
· A, Section 22.
)ssings - Test
~gs by
:or shall have
~e Cadwelding
~ed from the
~st leads.
~ent when lead
:10 stranded TW
~o the foreign
~d 6" - 12"
~all be brought
~ion 20.
Page
SECTION 16 - TEST PROCEDURE FOR CHECKING TEST STATIONS ROAD
CASING & INSULATING FLANGES
It is the Contractor's responsibility to properly inst~ll all
casing seals and insulators, cathodic protection test ~tations
and flange insulation kits so that no electrical fault~ exist on
completion of the installations. After final placemen~ of the
pipe and appurtenances and after backfilling of excavations,
Company's Corrosion Control Department will test all
installations for proper function. Any installation f¢
shall be corrected by the Contractor before acceptance
Company. Also see Page 24, Casings.
SECTION 17 - ROAD CROSSING & MARKER SIGNS
Road Marker Signs - Road marker signs shall be install4
accordance with the details on Attachment XIV, Section
Contractor shall furnish all materials except road mar]
and shall make the complete installation. Road marker
be installed.at all roads and fence right-of-way.
Painting - Ail of the above ground portion of vents
posts used to support markers or signs shall be painte~
conformance to Section 14. Sandblast surface preparat
waived and Contractor will use power tool cleaning.
SECTION 18 - INSPECTIONS AND TESTS
18.00 INSPECTIONS AND TESTS
18.10 RADIOGRAPHIC INSPECTION
The successful bidder (CONTRACTOR) wil
by the requirements stated herein as m
· standards.of acceptability and is resp
compliance with DOT Regulations (Secti
and other applicable codes.
18.11
REQUIREMENTS
1. Published Standards
Ail work covered by this specifica
be in accordance with the latest e
API Standard 1104, ANSI Code B31.4
appropriate AWS, and DOT codes.
2. Personnel
CONTRACTOR shall assign only qualt
radiographers to perform the inspe
covered herein and shall furnish
~und faulty
by the
:d in
20.
=er signs
signs to
pipes or
in
on is
I be guided
.nimum
,nsibte for
~n 195.234)
tion shall
ditions of
fied
ctions
OMPANY
18.12
18.13
written evidence of such qualifica
will include a list of the procedu
which qualified, by whom qualified
date of qualification.
3. Safety
The assigned radiographer shall be
responsible for the protection aga
radiation and personal exposure mo
all personnel with or near the rad
source, in compliance with applica
governmental regulations.
PROCEDURES
1. Bids
A description of the proposed insp
procedure shall be presented with.
quotation and details included und
Paragraph 8.3 of API 1104 shall be
2. Qualifications
Prior to the inspection program, t
Page 45
tions which
res in
and the
nitoring of
iation
)le
~ction
the
er
specified.
he proposed
procedure shall be qualified by demonstration
of the ability to produce radiographs such
that defects in or adjacent to wel~s are
clearly discernible. The qualific
radiographs shall be taken on weld
the same procedure and on the same
sizes of pipe as will be encountez
construction.
3. Records
CONTRACTOR shall furnish COMPANY a
the details of each qualifying pfc
including the results of tests and
qualifying radiographs.
PRODUCTION RADIOGRAPHY
1. Procedures
Only procedures which have been q~
recorded (Item 22.12, Paragraph 2
employed.
ation
s made by
grades and
ed in
record of
cedure,
the
.alified and
shall be
18.14
Quality
The quality of production radiograp]
be the same as the quality of the q~
radiographs.
3. Penetrameter
Penetrameters shall be used in conj~
with all radiographs and shall be
constructed, identified and display~
accordance with the requirements of
Standard 1104 for the size and wall
of the pipe being radiographed.
4. Coverage
Radiograph inspection of girth weld
cover 100 percent of the circumfere
number of welds inspected shall be
percent of all primary piping and a
by COMPANY'S welding inspector. Ra
inspection is a quality control mea
routine selection of welds to be in
should be such that all types of we
produced by each welder are covered
random.
5. Film Identification
All films shall be clearly identifi
the weld radiographed can be immedi
located.
RESPONSIBILITY
1. Defects
Radiographers shall examine all tad
and immediately report any defects
to COMPANY'S welding inspector, and
indicate whether or not the weld me
established standards of acceptabil
COMPANY'S Representative is respons
the final decision as to whether or
weld is acceptable and for instruct
construction contractor to remove a
weld.
Page 46
shall
~ali£ying
~nction
~d in
API
thickness
shall
~ce. The
[00
directed
~iographic
~ure and
spected
[ds
at
~d so that
ately
iographs
observed
shall
ets the
ity. The
ible for
not a
ing the
defective
®
Reports
A summary of welds inspected shall
furnished COMPANY'S welding inspect
The record of all welds inspected s
properly identified, catalogued and
permit ready location and identifi¢
during and after construction.
Coordination
Radiographers shall follow the same
schedule as the construction crew a
coordinate the inspection function~
minimize interference with the con~
activity.
18.15
MATERIALS AND EQUIPMENT
1. Radiographic Units
CONTRACTOR shall furnish and maint~
sufficient inspection units and pe]
that all welds can be inspected in~
after completion (eight hours maxir
adequate spare inspection equipmenl
maintained at the job site to avoi(
slow-down of the pipeline contract(
radiographic unit breakdown.
SECTION 19 - PUBLIC RELATIONS
General - The purpose of these instructions is to prom¢
maintain good relations between Explorer Pipeline and
public, in particular the party in possession on whose
the Company installs pipelines.
Prior to construction work beginning, the authorized C~
Representative shall arrange a meeting with his Inspec~
Right-of-WayDepartment Representative, the Contractor
Foreman. At this meeting the Company Representative
will emphasize the importance of good public relations
the Company's employees and Contractor's employees to
considerate and careful when dealing with the landowne
and public..The Company Representative shall explain i
how our public relation policy is to work and the part
those in attendance have in seeing that it functions p
At this meeting, the Contractor shall be informed of tl
restrictions which have been outlined by the Company's
Right-of-WayDepartment based upon their previous nego'
with landowners and/or tenants.
Page 47
or daily.
hall be
filed, to
ation
work
~d
so as to
truction
Lin
· sonnel so
tediately
rum), and
shall be
any
,r due to a
~te and
:he general
property
~pany
:ors~
and his
and urge
~ fair;
rs, tenants
tn detail
each of
:operly.
~e various
:iations
Instructions - Prior to entrance on any property where
be done, one of the Company's Inspectors designated as
man and the Company's Right-of-Way Agent shall contact
in possession. They shall inquire of this party in wh~
the work may be completed and still cause minimum dist%
them or their operations. They shall check over the c¢
Page 48
work is to
a contact
the party
Lt manner
~rbance to
~ndition of
the' property so that after construction the property m~y be
res%ored, as nearly as possible, to its original condition.
Items of general discussion shall be: A brief description of the
work to be done,' the initial starting and completion d~tes; the
hours of the day the work will normally be in progress{ the
amount of equipment that will be used on the property ~Lnd the
type of product to be transported in the pipeline. ThE~y shall
also discuss with the Representative and come to agree~%ent on
such items as:
1. The location and method of making temporary fence ates and
the need for keeping the gates closed.
2. If private roads may be used.
3. Existing fence gates that may be used.
4. Method of leaving backfill over ditch.
5. Disposal of rock, brush and debris.
6. The location of any irrigation or drainage ditches
and the method of making temporary provisions and l
repairs. '
7. Method of replacing temporary fence gates when job
completed.
8. Any other items which if done will promote better
between Company and the landowners and tenants.
During the above discussion the Right-of-Way Departmen
Representative shall furnish his name, address, teleph~
and the name of the Company he represents to the land~
tenant.
Immediately after the above discussion, a "Report of C~
report shall be made by the Company's contact man settl
items discussed and the agreements reached. A copy of
report shall be given to the Contractor for use by him:
his Foreman with other copies to the Right-of-Way man
as directed by his supervisor. The distribution list
noted on the report.
or canals
~manent
is
:elations
)ne number
~ner and/or
)ntact"
[ng out all
this
~elf and
~nd others
~ha11 be
If, at any time during the course of construction a lar
tenant requests an additional item to be done within
the contract, such an item is to be added to the list
"Report of Contact" and this request furnished to otheI
who have copies of the original list.
In the event fill dirt for padding is desirable from t~
property, the Contractor shall make arrangements for t~
from the landowner. If possible, it shall be done in ~
presence of the Company's contact man and Right-of-Way
Representative so that all will be informed and misundE
may be avoided. If the Contractor alone makes the arr~
a memorandum shall be prepared by him and forwarded to
Company Representative and Right-of-Way Department
Representative.
When work is considered to be complete, for the indivi¢
Page 49
downer or
.e scope of
.n the
persons
~e
~e dirt
:he
~rstandings
Lngements,
the
~ual
property involved, the Company Representative shall ch~ck over
the items on the Report of Contact to see that they ar~
completed. If any doubtful items appear, the landowne~ and/or
tenant is to be contacted prior to making final repairs to the
fences so that re-entry to the property will not be necessary.
When clean up work is completed on each property, the Clean up
man, together with the Right-of-Way Representative, shall
re-contact the landowner and/or tenant and determine i~ work is
completed to their satisfaction.
SECTION 20 - SAFETY REGULATIONS
Contractor will abide by all safety regulations of the owner or
tenant on whose property the pipeline is being install~d.
SECTION 21 - FENCESt'LIGHT STANDARDS AND SIGNS
21.00 FENCESt LIGHT STANDARDS AND SIGNS
21.01 MATERIALS
CONTRACTOR shall furnish all materials except
those specifically listed in Exhibit "E as
furnished by COMPANY.
This specification is to be a guide in the
selection of fence.
21.02 FENCE REFERENCES
1. ASTM Standard A-120-63T, "Specific
Black and Hot-Dipped Zinc Coated (
Welded and Seamless Steel Pipe
Uses".
ations for
Galvanized)
Ordinary
21.03
21.04
ASTM Standard A123-63, "Specificat:
Zinc (Hot Galvanized) Coatings on ]
Fabricated from Rolled, Pressed, a]
Steel Shapes, Plates, Bars, and St!
ASTM Standard A392-63T, "Specifica'
Zinc Coated Steel Chain-Link Fence
ASTM Standard A428-64T, "Method of
Weight of Coating on Aluminum-Coat~
Steel Articles".
Page 50
.ons for
~roducts
~d Forged
;ip."
:ions for
Fabric".
Test for
~d Iron or
ASTM Standard B211, "Specification~ for
Aluminum Alloy Chain-Link Fence Fabric
Conforming to the Requirements of
6061".
FENCE MATERIALS
FENCE FABRIC
e
Fabric shall be chain-link type
mesh woven of 0.121 inch (No. 11
normal diameter (before coating)
Fabric shall be 6 feet high. Both
bottom edges shall be barbed.
Fabric shall be galvanized, except
areas or corrosive atmospheres, wh
aluminum coated fabric or all alum
acceptable. ~
ao
Galvanized fabric shall confoz
A392-63, listed above. Fabric
galvanized after weaving or sf
woven from electro-galvanized
Galvanizing shall be Class I (
per square foot of uncoated wJ
in corrosive atmospheres or c¢
where Class II (2.0 oz. per sc
of uncoated wire) galvanizing
used unless otherwise specifiE
Be
Aluminum coated shall be wovex
6061 wire, No. 9 gage, breaki]
930 pounds. After weaving fa]
be cleaned to remove all weav:
compounds and foreign matter.
~lloy
th 2 inch
&J gage)
ire.
top and
coastal
ere
inum is
m to ASTM
shall be
.all be
wire.
1.02 oz.
.re), except
.astal areas
~are foot
shall be
.~d.
~ from Alloy
~g strength
~ric shall
.ng
21.05
21.06
FENCE POSTS, PIPE AND STRUCTURAL STEEL
'1. All posts shall have sufficient lex
extend a minimum of 32 inches belo%
Ail pipe shall be galvanized and si
conform to ASTM designation A120-6:
Ail structural shapes shall be gal,
shall conform to ASTM designation
Ail line posts shall be H-column
steel pipe and shall conform to AS~
designation A-36 and A-53.
Be
H-column shall be 1.875 inches
2.8 pounds-per lineal foot.
Line pipe shall be 2 inch nomil
diameter and schedule 40, 3.65
foot minimum.
Ail end, corner, and pull posts sh
2-1/2 inch nominal diameter, sched'
5.79 pounds per foot minimum.
ae
Each end post and gate post sh
one brace and one truss rod.
Each corner, angle, and pull p
two braces and two truss rods.
Ail posts shalI have a means f
to tension wire.
· Gate posts shall be sized as follc
Post Size Single Gate Doubl
2-1/2" nom. ,
2-7/8" O.D. Up to 6'-0" Up tc
3-1/2" nom. ,
4" O.D. 6'-0" to 12' -6" 12'-~
6" nom.,
6-5/8" O.D. 13'-0" & Larger 26'-C
FENCE TOP AND BOTTOM TENSION WIRE
1. Wire shall be high carbon coiled
with same coating specifications
e
Top and bottoTM tension wires shal
inch diameter (No. 7 W&M gage).
Page 51
~gth to
ground·
all
~T.
,anized and
%123-63.
~ction or
deep and
~al
pounds per
all be
Ale 40,
all have
)st to have
passing
e Gate
12 ' -0"
" to 25'-0"
" & 'Larger
.reel wire
.s fabric.
be 0.192
21.07 FENCE BRACES AND' TRUSS RODS
Braces shall be 1-1/4 inch nominal,
pipe, 2.27 pounds per foot and shal
to pipe specifications above. Brac
be placed horizontally and securely
to the connecting posts mid-points
proper fittings.
Truss rods to be 3/8 inch galvanize
adjustable rods. Truss rods shall
from mid-point of first line post t
bottom of the terminal post where a
is possible.
21.08 FENCE FABRIC TIES
Fabric ties shall be high carbon cc
wire with same specifications as
solid aluminum
Ties shall be 0.148 inch diameter
gage).
Fabric shall be tied to line posts
one-foot centers.
4. Fabric shall be tied to top and hot
tension wires with 6 ties between 10 feet posts at app~
- 6" centers.
21.09
21.10
FENCE TENSION BARS AND.TENSION BANDS
1.
Tension bars shall be used at the ~nd,
Page 52
standard
1 conform
es shall
attached
with
d,
extend
o the
djustment
iled steel
bric or
No. 9 W&M
on
.to~
'oximate 1 '
corner, and gate posts for attachiLg fabric
to posts. There shall be 5 tension~bands at
each post. Tension bar material sh~ll be 3/16
inch x 3/4 inch flat cold roll gal~anized
steel. /
Tension bands shall be galvanized ].2 gage
cold roll carbon steel, 7/8 inch wi.de, with
no sharp edges, with 7/16 holes fo] 3/8 inch
carriage bolts.
FENCE POST ARMS
Ail posts will be fitted with heavy malleable
iron or galvanized pressed steel o~e-piece
arm and base assembly.
21.11
.. 21.12
21.13
21.14
Arms shall eXtend 45" for three st!
barbed wire attached in slots with
ties.
3. Arms shall project inward.
FENCE BARBED WIRE
Wire shall be 0.099 inch (No. 12-1~
gage) nominal diameter. Wire shal]
strand galvanized and conform to At
Barbs shall be 0.080 inch (No. 14 %
nominal diameter steel, 4 point pat
spaced at 4 or 5 inch centers.
FENCE GATES
1. Swing gates shall be galvanized.
2. Single hung gates shall be from 3
feet wide.
Double hung gates shall be 11 feet
larger.
4. Gate and fence fabric will match.
5. Gates shall be complete with hot-d
galvanized hinges, latches, and at
for padlocking.
6. Each double gate shall be provided
plunger bar type latch complete wi
plate, anchors, and keepers to eng
gate frame automatically when swun
position.
7. Gate frame shall be fabricated fro
pipes, adequately braced to keep 9
and to prevent sagging, buckling,
weave.
Hinges shall have offset fitting
allow 180" swing.
FENCE CONSTRUCTION
FENCE POSTS
All posts shall be accurately set to
grade and shall be spaced no more tha
apart.
Page 53
'ands of
fabric
'2 W&M
· be two
;TM A-121.
I&M gage )
:tern,
feet to 10
wide and
Lpped
tachments
with a
th flush
age the
g to open-
m 2" O.D.
ate rigid
or side
hich will
[ne and
10 feet
21.15
21.16
21.17
CONCRETE
Encasing concrete shall project ap!
2 inches above grade and shall be ¢
top to shed water. Size of concrel
various posts is as follows:
Post Description
Page 54
Intermediate Line Posts
Gate Posts
Brace Posts
Size of Con(
~roximately
:rowned at
for
8" diameter
4" diameter
18" diameter
Alternate based on soil conditions
post setting may be used if approw
Explorer.
CATTLE GUARDS
Shall be fabricated pipe or rails,
size and construction to carry the max~
anticipated loads, and prevent the pas:
livestock. Cattle guards need not be
:rete
by 3' deep
by 3' deep
by 3' deep
SIGNS (Road Crossings and Station)
Signs shall be installed at all lo
shown on the drawings·
Supports - signs shall normally be
a length of pipe and shall be set
of 2' -6" in dirt..
Bolts - signs shall be attached wi
extending through the supporting p.
and nuts shall be either galvanize~
cadmium plated and 3/8" or larger
diameter.
Station signs will be assembled an
as per drawings FA-1047 (Frame) an~
(Panel).
and type of
:d by
~ufficient
~um
rage of
alvanized.
ations
mounted on
minimum
bolts
[pe. Bolts
or
nominal
erected
FA-1057
SECTION 20 - CONSTRUCTION-STANDARD ATTAC/~
II
IV
VIII
XI
XI-A
XI-B
XII
XII-A
XII-C-1
XIV
XVI-A
XVI-B
XVIII-A
XIX
XXlII
DRAWING LIST
Ditch Specifications
Backfilling
Detail of Concrete Slab for Uncased Ro~
Typical Corrosion Control Test Station
Corrosion Control Test Station Types -
Corrosion Control Test Station Wiring
Details of Cadwelding Copper Test Lead~
Corrosion Control Test Lead Installati,
& 3
Insulating Flange Assembly & Corrosion
Aerial & Road Marker Sign Details
Details of Reinforced Concrete Jacket
Details of Field Joint for Concrete Ja.
Block Valve Protective Fence
12" x .250", .312" & .500" Wall Pipe V
Hydrostatic Testing Pressure
Specifications for Barbed or Woven Wir
Exhibit Drawings noted above on following pages.
Page 55
~ENTS
~ds
Codes
to Pipe
,ns Types 1, 2
Test Leads
:ket
.sual
Fence Repair
LOCATION: THE DITCH SHALL CONFORM TO LINE AS STAKED BY COMPANY
DITCH DIMENSIONS= THE M~NIMUM DIMENSIONS OF THE FINISHED DITCH I
THE FOLLOWING TABLE OR AS SHOWN ON DRAWIN{;
NORMAL EXCAVATION
D M N. STANDARD
LINE COVER WIDTH DEPTH
SIZE _.A __B N
12'.' 48" 28" 57'
;HALL CONFORM TO
S.
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
DITCH SPE:CIFICATIONS
13~AW~ JHS
DATE 6-29-85
ATTACHMENT
II
N OR lvlAL BACKFILLING
FNOTE: 1
'
IN ROCK THERE SHALL BE 6" OF F-ARTH PADDING
COMPLETELY AROUND THE PIPE.
ROCK SHIELD WILL BE' PERMITTED IN LIEU OF
EARTH PADDING WHERE APPROVED BY COMPANY.
'OP OF BACKFILL ,TO BE
PREAD ~VER DITCH AS
HOWN
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA DRAWN JDF
OATE 6-~-70
I
BACKFILLING
AV~'~'~ .JBB I V
CUBIC YARDS REQUIRED FOR CONCRETE SLABS FOR UNCASED ROi
4"-.202 Cubic Yards
6"-.208 Cubic Yards
8"-. 216 Cubic Yards
10"-.222 Cubic Yards
12"-.228 Cubic Yards
(PER
SLAB SECTION)
14"-.234 Cubic Yard:
16"-.240 Cubic Yard:
18"-.246 Cubic Yard:
20"-. 252 Cubic Yard
24"-.280 Cubic Yard
28"-.296 Cubic Yard
36"-.357 Cubic Yard
~_enRth cf .s~b_ -4'his
[ -wiath of
· "/. "'..":.~"~L , ~,
Earth ~lled ' . "''~ i ~.' '.~':.
bags or exist~ ' : ~ I.; .' -o .., ......
~~' ~
earth. "" ' .............
, ,
/ / /
~ t / Pipe
DETAIL
Contractor will furnish earth
filled bags.
Slab length to be that distance needed to protect pipe
under road to right-ofTway lines. For road widening from
~end of existing casing .to right-of-way.
· Note: = ' ' ~ o~_~
Two layer's 6" x 6" "/ oaau ~.~']',~ '
No. 9 Mesh or #4 Rebar / .. ~~~ ~//~.v~ ~.~.~, :,
on 12" Centers. ~ ~~~/~' .' '= ..... ~ '.''
~~///~-~.-.., <.< :.....
':' '. .
~~n s~d '""'" "' (~P~Peh~M~n;'<-I''' "''"
ear[n. I~ ~h of s~-~'plus --~ All materials fhm~shed by
' d~ameter of pipe. Contractor.
DETAIL OF NCRETE SLAB
~PLORER PIPELINE COMPANY ~o. ONC~S~O .OAOS
TULSA, OKLAHOMA
DRAWN j.H.C. } CH'K°D'C,
D^TF. 6-1-70{ ^PPRYD.
~,B,' [ ATTACHMENT
J.B.B~ VIII
# "JO STRo TW WiRE
COLOR CODED AS REQ'D
L I2" MIN.
t
I
J" COMPOSITION COVER C"H
CAT. NO. 3774
4 -1/4" ~ASS Bolts ~,~ith 2 Hex
Head BrassY!ut Each to be Given
to EPL for Installation
X
A
VENT PIP
POST OR F
(SEE ATT,
!" ObRou
CONDULET
FASTEN
Secu
Conduit
I" DIA.
RIAL MARKER or ROAD
~N AS REQ'D. SEE ATTACH,
'URNISHED BY COMPAN'Y) XIV.
~ MARKER PIPE
ENCE POST AS REQ'D
~CHMENT XJV)
ND TYPE "e'
No. E-37
TO MARKER OR VENT PIPE
rel'y Banding !lith 3 -
Straps
CONDUIT (R IGJD)
11
JND LINE
J~.~' MIN, COILED SLACK
duit Ead Bushing Metal
i~ I0 STR. TW Wire TO PiPE OR STRUCTURE
AS REQUIRED. SEE ATTACHMENTS Xll, XII-A, XII-C,.xiI-D, XIIPE, Xi -G AND XI-A
1. ALL TEST STATION TYPE E-37 ~ONDULETS TO HAVE A PLASTmC COVER iTH FOUR
Head Nuts. Covers are to be given to Ex~.lorer for instal on.
Bolts/2 Hex
2' .Contrac,tor to s'upply and install all pat'erials .as specifi
a No al te:rn'ates'.
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
TYPICAL CORROSION CONTROL
TEST STATION
DAT~ 5/2/7;
JCH'K'D. r"f I ATTACHME~IT
~'R, 'V'D. Ski j XI
T~is SYMaOL AS USED ON ALIGNMENT SHEE3
THAT A TEST FACILITY OF TYPE LIETED BELO
INSTALLED.
REFERENCES:
ATTACHMENT X|
ATTACHMENT Xll
ATTACHMENT Xll-A
ATTACHMENT Xll-C
ATTACHMENT XlI-E
Attachment XII-F
TYPICAL CORROSION CONTROL TEST STATIO
DETAILS OF CADWELDING COPPER TEST LEI
ELECTROLYSIS TEST LEAD INSTALLATION T'
INSTALLATION OF INsuLATING FLANGE ASSE
ABOVE GROUND CONNECTION -- ~AG. BAR I1~
Installation of Rectifier and/or Bom
DETA ILS:
ATTACHMENT Xii-A; TYPE NO.
ATTACHMENT XII-A; TYPE NO. 2
ATTACHMENT XII-A; TYPE No. 3
USED AT ROAD CROS!
LOCATIONS AS DES IG
FOREIGN TEST LEAD
TEST INSTALLATION
MAG.
ATTACHMENT XII-C; TYPE No. 4
ATTACHMENT XII-E; TYPE No. 5
Attachment XII-F; Type No. 6
INSULATING FLANGE
ABOVEGROUND CONN!
BAR [ NSTA LLAT ION
Installation of
Bond Cables
S DESIGNATES
W IS TO BE
N
DS TO Pi PE
fPES :'1,~ 2~ AND 3.
VIBLY
,TA LI~AT ION
Cables
INGS OR OTHER
~ATED.
INSTALLATION
:OR PSP AND/OR
'EST LEADS
:CTION AND
tectifier and/or
Bond Installa ion
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
CORROSION CONTI :OL TEST STATIONS
TYPES CODES
LAW
ATTACH MENT
xi -A
TEST STATIONS IN THE EXPLORER SYSTEM WILL BE WIRE(
COLOR SHOWN INDICATES COLOR WIRE AND/OR WASHER
TYPE NO.I IF ON DOWNSTREAM SIDE OF ROAD~ RAILROAOaETC
YELLOW- I00' LEAD
RED
BLUE
TYPE NO.I IF ON UP-STREAM SIDE OF ROADmRAILROADaET
RED - lO0' LEAD
YELLOW
BLUE
TYPE N0.2(4 WIRE)
REDJ
WHITE1FOREIGN
WHITE.]
TYPE NO. 4I~TANKa4 WIRE) INS. FLG.
YELLOW..J _"i
REL) I TANK SI DE
RED..J
TYPE NO. 5
RE DJ STRUCTURE
TYPE NO. 5
*2® I RED-I STRUCTURE
*$0 ~
4e41 ] BLACK-ANODE
) AS SHOWN.
USED.
YELLOW/
i ,lk3 · UP-STREAM
1=4- RED_I
TYPE NO. 2 4(6 W~RE)
I~1t I BLACK(EPL, DS, LS)
Il=j: ! 2~ TEST STATION,4 WASHERS
11:4l I BLACK(FOR US, TS )
A. IF BONDS ARE INSTALLED AT INSULATING FLANGES AND FOREIGN LINE CROSSINGS,TH
TO TERMINALS NO.I AND NO. 4.
B. INSULATING FLANGE.AND FOREIGN LINE.CROSSING WITH 4 WIRES OF WHICH 2 ARE
WIRES WILL BE TERMINALS NO.I AND NO.4.
IF LARGER WIRE IS BLACK,2 WASHERS WILL BE USED. THE FIRST ON A BLACK WASHE
MATCH TERMINALS NO. 2 OR NO.$.
C.INSULATING FLANGE AND FOREIGN LINE CROSSING WITH 6WIRES WILL HAVE TWO
IF BONDS ARE INSTALLED, THEY WILL BE MADE AT TEST STATION WITH :> LARGEE
CONNECTED TO TERMINALS NO.I AND NO. 4.
D.SHUNTS INSTALLED AT TYPE NO. 5 TEST STATION WILL BE BETWEEN TERMINAl
E.IF FOREIGN FACILITY INSTALLS TEST LEAD WIRES OR USES OTHER THAN EXPL~
DOUBLE WASHERS WILL BE USED.
I.IF TEST STATION BELONGS TO EXP~LORER, FRONT WASHER WILL BE EXPLOR
WASHER WILL BE FOREIGN COLOR CODE.
2. IF TEST STATION BELONGS TO FOREIGN FACILITY, BACK~/ASHER WILL BE E)
WASHER WILL BE FOREIGN COLOR CODE.
SHUNT WILL BE CONNECTED
). 4 OR NO, 6 WIRE, THE LARGER
~, THE FRONT WASHER TO
SEPARATE TEST STATIONS.
T WIRES AND SHUNT WILL BE
.S NO.I AND NO.4.
~RER COLOR CODE FOR WIRES,
:R'S COLOR CODE. BACK
:PLORER'S COLOR CODE,FRONT
F. XPLOR PIPELINE COMPANY
TULSA, OKLAHOMA
l
CONTROL TEST STATIONS
CORROSION 9~IRING
OB. AWN ATTACHMENT X I' B
DA1T. 2-12-81
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
DETAILS O
COPPER TES'
rmxw~ LAi! I ~"°-
DA~ 5/2/77
CADWELDING
LEADS TO PIPE
~[ ATTACMMErqT
SLI Xll
NOT____~E: Installation to be made where specifie
~ARKLR POST OR VENT
LEADS TO ~",~l I PAVEMENT BOXES MAY BE USED
....... N~~. J J IN CONGESTED AR~S IN LIEU Of J
HI Il i~ soecified ~d approved bv /
TYPE ~-~i. TESi LE;D INSTALLATION AS SPECIFIED
E37 CONDULET
~RIGID · CONDUIT
ROAD OR FENCE
MARKER POST
2 1" Rigid
I".-' Metal .Bushing
L.g~v E MIN.
12 .COILED SL~CK
- # 10,TW RED
~-~ I -' 4 TW BLACK
12" ~PIPELINE
TYPE "2"
FOREIGN TEST LEAD INSTALU~TION
LEAD5 .T,O EX-- /
.~----- TE~O 12 ' M,N.I
~-~-- E37 CONDULET I
~-1' .'.{eta! ~ I
BUSHING m
"l# ,o YELLOW'
i ,~_F~ow~ t(] /
- I) I
2" :,""TL'~_ i_ ~00' _; '
I" E37 CONDULE3 -- ROAD OR
-~ ~CE MARKER
'~ T _ j POST
. t
'~ ,~,GiD. ---- ! ;", :~1 .
CON 3~r'l j j
GRADE ~ l ~
~ ~/("-""--', I
~/VITH 2~. COILED '/ / I
-SI.ACK- --#10 RED
/,. ZA TW
PIPELINE -..~ -.~ 12" S~aciag
TYPE "3' '
TEST INSTALLATION FOR PSP AND/OR MAG
NOTES:
T~---~ll ~lO TW and ~,4 connections to pipe will be made with CA-l:
;are wire and bare pipe is to be recoated by specified metho
used at Inspector's direction.)
2. Color coding identifies the design direction of current flnw
for all installations.
3. Test leads will be cao~elded to foreign lines onl~ if approv
Coating to be repaired as requested.
4. Contractor to furnish all materials to complete installation
al ternates.
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
CORROS I ON
IN STALLAT
DRAW~ LA'..,' I CH'K'D.
~r~ 5/2/79J .,,m~'V'O
Cadwel d charges.
t. (No. 4 wi re to be
and ~st he maint~ine~
.:d by foreign Company.
as specified. No
CONTROL TEST LEAD
ONS TYPES 1,2, AND 3.
R;.;F I ATTACHMENT
SL: I ' I XII-A
2-RED # )0 STR.
-#4
Grade
'REA
WIRE
JEST 'FYPE
TEST STATION - 1'' CGNDULET NC,. El7. SEE
PIPE STRAPS
LEAVE ~2'' COILED 5LACK /
~,TTACHMENT . X I
I 2-YELLOV # 10 /V STR. WIRE
INSULATING FLANGES TO COMPLY
~A'ITH .RRIER PIPE SIZES
SEE NOTE
-#4 TV~W
l)
Ill__
IRE BLACK
NOTES:
1, CONTRACTOR TO COAT ASSEMBLY WITH
TAPE SYSTEM AND/OR
COLD
APPLIED MASTIC PER COMPANY REPRE-
SENTATIVE APPROVAL.
2. COMPANY W'ILL FURNISH INSULATING
FLANGES, GASKETS~ SLEEVES~ WASHERS,
FLANGE BOLTS~ AND NUTS~ FOR INSTALLA--
BY CONTRACTOR.
3. INSULATING ASSEMBLY TO BE TESTED
FOR ELECTRICAL INSULATION AFTER
STALLATION BY CON'TRACTOR° ASSEI~.BLY
SHALL PASS COMPA'~¥ TEST FOR ELEC-
TRICAL INSULATION AFTER BEING INSTALLED
IN LINE.
4. NO. 4 WIRE TO BE INSTALLED AT INSPEC-
TOR'S DIRECTIO;~.
5. Corrosion
FLANGED VA
ASSEMBLY
STA LLATiOI
6. COLOR COOl
THE LOCAT
CONNECTIO
LINE FLOW ~
FOR AL~ IN-~
7. WRAP WIRE
STRENGTH.
8. C 0hrT RACTO
COATING~
CO~DU IT, F.
MATER IALS
control test station at
-VE WITH INSULATING
IMILAR TO ABOVE
~IG OF WiRE IDENTIFIES
)fl OF THE TEST LEAD
IN RELATION TO PIPE--
kND MUST BE MAINTAINED
TALLAT IONS.
AROUND PIPE FOR EXTRA
~ TO FURNISH POST,
IRE~ CONDULETS ~
kSTENERS AND OTHER
NOT LISTE:~ IN NOTE 2.
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
INSTAl
INSULATING
AND CORR)S I ON
m~A~ LAJ
5/2/7-°
ION OF
LANGE ASSE N':BLY
TEST LEADS
ATTACH h4. ENT
Xll-C- 1
AERIAL
3" U -BOLT.x.
TEST STATION
SEE ATTACH--
~,~E NT Xl.
/
GLEASON--ROMANS //3000 DRF--~ ILL AND USE 3/8" SELF--
RIGHT--OF--WAY MARKER ~.TAPPING HEX HEAD GALVAN:
ASSEMBLY ~ IZED SCREWS
BOLT AERIAL OR ROAD MARKER _
SIGN AS REQUIRED TO I~RKER ' "~:
POST~ VENT PIPE OR FENCE '~ '~ : ~'
POST. '
[~TO HAVE M. P. NO'S AND
INSTALL. ED AT L~TER DATE.
To BE INS'tALl;ED BY (~'ON--
TRACTOR.
3-1/2" DIA. STEEL
MARKER POST OR VENT
AS REQ'D. SEE NOTES.
COMPACT BACK--
FILL OR CONCRETE
ROAD MA.! '
I BOLTED TO
--PIPE- MARKER POST
LINE ~
ATTACH ME NTS
I. AERIAL MARKER SIGN FURNISHED BY EXPLORER TO BE INSTALLED MATELY EVERY 2 -- 3
MILES IN OPEN AREA AND AS REQUIRED IN URBAN AREASt AS SHOWN ON Ai.IGNMENT SHEETS,
2, ROAD MARKER SIGN FURNISHED BY EXPLORER TO BE INSTALLED AT ALL AND FENCE RIGHT--
OF-WAY'S ON APPROXIMATELY [-I~ILE INTERVALS IN OPEN AREAS AND AS REQUIRED IN URBAN
AREAS~ BUT NOT~VHERE AERIAL MARKERS WILL BE INSTALLED, -- ~
3. IN MARSHES OR WET.AREAS 3" --4" DIAMETER PRESSURE CREOSOTED POS -- ~0~ LONG SHALL
BE USED IN LIEU OF STEEL MARKER POSTS,
ALL STEEL POSTS TO 'BE CAPPED WITH WELDED I/4" PLATE BOTH ENDs,
BE 45° MITERED JOINT STEEL VENTS AND POSTS~':
TWO COATS WHITE PAINT PRIOR TO INSTALLATION , ':. ;,' '. , - '~' :,,
ALL VENT PIPE TO
,IE COAT PRIMER AND
5, EXPLORER WILL FURNISH AERIAL AND ROAD MARKER SIGNS,
IN CERTAIN SPARELY POPULATED AREAS~ AERIAL OR ROAD MARKERS M&Y
POST WITH COMPANY APPROVAL.
AERIAL MARKER T0 B'E INSTALLED SO THAT
DIRECTION OF THE PRODUCT MOVEMENT.
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
~~ ,CAN BE READ
AERIAL AND R
SIGN DI
D~AWN TH M C~.
DATE !
~E ATTACHED TO FENCE
WHEN FLYING IN THE
17'7t
CAD MARKER
"TAILS
;H ATTACHMENT
IFJI~ I XIV
~ NOTE:
I'~ 1. CONCRETE SHALL END 12" FROM END OF PIPE,
O 2, REINFORCEMENT SHALL EXTEND A MINIMUM OF
I'1,"1 BEYOND ENO OF JACKET.
3. DENSITY Or CONCRETE TO BE 140#/CU. FT.
m
r'-
m ,--- P,PE
/
0
ITl 0 COATING REINFORCEMte
m-! 33 'q CONCRETE JACKET
'!1 NOTE: CONTI~RCTOR TO F'IJRNISN CONCRETE AND REINFORCING WIRE.WNI~'RE REQUIRED.
)
r.i
O
NAMEL COATING OR SOMASTIC
1" NO. 18 OR 1-I/2" No. 17 WIRE MESH
~ ~ SHEET METAL FORM OPEN TO RECEIVE
F ~~ CONCRETE MIX
l II _ ~/ ~ , I t -~~-- ~ "~
STEEL BANDS AS REQ~D TO HOLD FORM AND CONCRETE
FIELD JOINT COATING
SHEET METAL COVERING -- CLOSED
AFTER POURING
t-
~TEEL BANDS
~,. EXPOSED l=.~.RE PIPE TO BE COATED WITH SPEC_iFi_~r)
COATING SYSTEM. TRIPLE COAT,
2. FIELD JOINT REINFORCEMENT TO BE TIED TO AND
CONTINUOUS WITH REINFORCEMENT IN CONCRETE JACKET.
3. FORM TO Be FILLED WITHOUT AIR INCLUSION~ WITH CON--
CRETE CONSISTING Of 1:3 CEMENT: SAND MIXED.WITH
MINIMUM WATER REQUIRED FOR PROPER PLACEMENT.
CONCRETE TO BE POURED IN ONE SIDE OF FORM
UNTIL IT RISES ON THE OTHER SIDE~ AFTER WHICH
FORM MAY BE FILLED.
4, FOR IMMEDIATE SUBMERSION~ ENDS AND TOP OF
FORM SHALL BE SEALED WATER TIGHT.
5, CONTRACTOR TO FURNISH METAL FORMS~ CONCRETE
AND REINFORCING WIRE,
6. CONCRETE FIELD JOINTS TO BE USED ON
STREAM CROSSINGS ONLY.
T
INVINCIBLE FENCE TYPE 4/3 STRANDS BW
8'-0"
4'-0" ~,_~.__ .4' -9" J
GATE
I
I
I
~. I
,., I
Z,
~ I
z! I
I
BLOCK VALVE
PLAN
'~'"'~l-~/~" ToP RAIL '~
~/a" x 3/a"
STRETCHER BAR "~
~LVANI ZED WIRE -
~IN LINK FEtE
:'~...~. ?,
ELEVATION
SPECIFICATION FOR ALL METALS ALL MATERIAL 'T
U LTI MATE ST R ENGTH 40~ 000 CONTRACTOR.
YIELD STRENGTH, PSI 21,000
ALL METALS SHALL BE GALVANIZED !,2 OUNCES PER SQUARE FOOT,
EXPLORER PIPELINE COMPANY
TULSA, OKLAHOMA
BLOC
PROTEC
DRAWN T H M CH'K'D.
DATE 6 -25 -7 0 APPR'V'D.
CORNER EXTENSION
ARMS
~" O.D. PIPE GALVANIZED
CORNER COSTS
'I2"DIAMETER CONCRETE
O BE FURNISHED BY
REVISED :10-9-87
K VALVE
TIVE FENCE
CHB ! ATTACHMENT
JBE~ ! XVIII -A,
HYDROSTATIC VISUAL TEST PROCEDURE
The 12 3/4" O.D. x .~0" W.T. X-52, .31Z" W.T. X-52, and .5(
shall be tested at the pressure shown below:
NOTE: The existing 12-3/4" O.D. .219" W.T. X-52 pipe is th~
from which the test pressure was derived.
Testing Level
Maximum 1630
Test Level
Static
Start Test
1610 psig
..8 Hours
NOTE: See Section 10, Exhibit "C" Specifications, for hydr
and internal cleaning.
~0" W.T. X-42 pipe
limiting factor
_ Static
End Test
~static testing
EXPLORER PIPEUNE COMPANY
TULSA, OKLAHOMA
visual Testin
~A~ -JW
5-19-87
ATTACHMENT
XIX
) ) )
O
· 0
m Z
m ~
z o
0
6t ""0"
6" MINIMUM DIAMETER~
POST
OPENING TO EQUAL WIDTH OF I~/W
10'-I0' MAX i°"O" MAX. 10'-'0" MAX.
:_1_-- 6' "0"
6" MINIMUM DIAMETE
POST '"'-.
WOVEN OR
BARBED
WIRE TO
MATCH
I I(No. 9Wm£CROSS I I I I I I
I I B.^CING I I I I II
M,.. ,AM.TERg-J O,A?L]
GAP' POSTS FENCE REPAIR
POSTS
J No. g WIRE CROSS II I
I I mRACING II
GAP POSTS
INSTALL GAP POSTS AND SEcuRE FENCE BEFORE CUTT'ING EXISTING WIRES. REPLACEMENT FENCE TO BE EQUAL OR BETTER
THAN EXISTING FENCE, ALL POSTS AND WIRE TO BE FURNISHED AND INSTALLED BY CONTRACTOR.
ALL POSTS TO BE ROUND WOODEN POSTS~ CUT AND MANUFACTURED FROM LIVEr SOUNDt AND ~ROWING TrOt_ErR ANt1 r~llAI .I.
RE OF THE FOLLOWING SPECIFICATIONS: SOUTHERN YELLOW PINE~ RED (NORWAY) PINE~ WHITE PINE~ OR .lACK PINt.
:REOSOTE OIL OR
PHENOL MAY BE USED AND THE MINIMUM RETENTION OF PRESERVATIVE SHALL BE SIX POUNDS PER CUBIC FOOT OF WOOD.
Se
e
Se
Drawing Number
237-AA-1015
237-PL-5003
237-PL-5004
SK-2022
FA-1145
FA-1206
EXHIBIT "D"
List of Drawings
Description
As-Built Alignment - Car
to Grapevine Station
12" Carrollton to Grapev
Relocation
12" Carrollton to Grapev
Re-Route for U.S. Post
Lane
Typical 12" Block Valve
Vault Installation
2" Drain & Vent Connecti
12" Carrollton - Grapevi
Details - DFW, Post Offi
Lane Re-Route
Item No. 10
Page 1 of 1
rollton Jct.
one Proposed
ine Proposed
ffice & Royal
Concrete
Dn
ne Bend
~e & Royal
EXHIBIT "E"
Material to be Furnished by Company
1. Approximately 4800 Ln. Ft. of 12-3/4" O.D. .2!
X-52 Pipe, Coated.
2. Approximately 600 Ln. Ft. of 12-3/4" O.D., .5~
X-42 Pipe, Coated.
3. Approximately 300 Ft. of .500 W.T. Grade X-42
then Overlaid with 1-1/4" Concrete Coating.
4. Two Extruded Headers, 12" x 4" Std. Outlet, 4
.500" W.T. Grade X-42.
5. Two 12" 600 Lb. RF Weld Neck Flanges, Bore: 1'.
6. TWo 4" 600 Lb. RF Blind Flanges.
7. Two 4" 600 lb. WN, RF, T. D. Williamson Lock-~
Std. Bore with Plug.
8. Nine 5R Hot Bends and Four 38R Cold Bends 12-i
Bends.
9. 40 - 1-1/4" Dia. x 9" Lg. B7 Stud Bolts with
10. 16 - 7/8" Dia. x 5-3/4" Lg. B7 Stud Bolts wit
11. Two 1/8" Thk. Style CG 12" 600 lb. Flexitalli~
12. Two 1/8" Thk. Style CG 4" 600 lb. Flexitallic
13o Eight 2 Ft. Lg. 12.750" O.D. x .500" W.T.
Transition Pieces.
14. One Prefab 12 Lg. x 6 W. x 8 Dp., 5" Thick Wa[
cover concrete Valve Vault.
15. One 12" Series 600 RFFE, M&J Model M-303 Gate
Coated
16. Insulating Gasket with Sleeves and Washers 12
11-3/4" I.D.
17. Two 12" x 18" Link Seals
18. Pipeline Markers (As many as required)
19. Six 2" T-O-R T. D. Williamson Fittings
ITEM NO. 11
Page 1 of 2
i0" W.T., Grade
)0" W.T. Grade
Pipe Coated
Ft. Long of
.750".
-Ring Flanges,
3/4" O.D. Pipe
HH Nuts.
2 HH Nuts.
Gaskets.
Gaskets.
ERW Pipe
.is with Steel
Valve, BGV,
3/4" O.D. x
r20.
Miscellaneous Small Valves, Pipe, Pipe Fittii
According to Bill of Material Lists.
21. Spheres & Scrapers (Company Supply)
22. Fire Fighting Equipment (Company Supply)
23. Vacuum Trucks & Operators (Company Supply)
24. Pipe Cutting & Tapping Equipment (Company Su~
25. Nitrogen for Product Evacuation
The pipe, bends, and valve will be stored on
adjacent to the SW corner of the Thompson propert~
the site is from Bethel Road.
Ail small items such as bolts, gaskets and fl
stored at Grapevine Pump Station on State Hwy. 26
Grapevine.
Contractor will haul all unused fittings and
to Company's Grapevine Pump Station and unload at
designated by Company's representative..
Bare pipe received by Contractor will require
If additional sand blasting is required due to exp
weather, contractor will clean or sandblast the pi
to the approval of Company representative, prior t
application. All sand blasting to be done at cont
expense.
Note: Grapevine Station's sign is listed as
Contacts for unloading material on DFW proper'
Fritz Renfro
DFW Airport
(214) 574-6630
and
Clyde Sifford
DeShazo, Starek & Tang
(214) 748-6740
Page 2 of 2
Lgs, Etc.,
ply)
DFW property
. Access to
anges will be
west of
material back
location
sand blasting.
~sure to
pe as required,
the coating
~actor's
"South Lake".
are:
EXHIBIT "F"
Acceptable Materials to be Furnished by Con
COATING
A. Pipe coating for new joints, tie-ins, and exis
repairs shall be as follows:
1. Cold Applied Tape
a. Protecto Wrap 310 with 1000 Primer.
B. Cold Applied Mastic System
1. Protecto Wrap Company Mastic Co. CA-1200.
®
NOTE:
Tape Coat Mastic
No substitute will be allowed.
6").
TESTING MATERIALS
(Maximum
ae
Bm
ITEM NO. 12
Page 1 of 1
tractor
ting pipe
)e width to be
Steel plugs, caps, blind flanges and all conne:tion for
pressure recorder and gauge and all connections and closures
required for testing to pressures in Attachment XIX of
Exhibit "C", Section 22. /
Air compressor with adequate pressure and capaCity for
evacuating lines and air tests.
MISCELLANEOUS MATERIALS
A. Welding Materials.
B. Plugging Mud or Ansul Dry Powder.
C. Coating for Buried Fittings.
D. Concrete & Wire Mesh Reinforcing.
E. Cathodic Test Station Materials, Wire, Etc.
F. Sand for Backfilling.
G. Chain Link Fence Material.
H. Blasting Sand.
OTHER MATERIALS & EQUIPMENT
Other materials and equipment not specified ~
listed in Exhibit "E", shall be furnished by Contri
specified in Exhibit "C" or on Drawings lists.
the above nor
~ctor as
EXHIBIT "G"
Acceptable Equipment to be Furnished by Cont
1. Excavators - Caterpillar 225 with 48" bite widt
yd.) bucket or John Deere 690D with 49.5" bite
yd.) or equivalent.
2. Side Booms - Caterpillar 571G Pipelayer or equJ
3. Dozers - John Deere 750B or equivalent.
4. Air compressor to evacuate water from fabricate
hydrostatic test.
5. Three portable pumps with hoses to keep ditch d
tie-ins. -~
6. Portable light plant - 2 required for tie-ins
NOTE: On all backhoes, side cutter teeth will not
Item No. 13
Page 1 of 1
.ractor
~h (1.38 Cu.
width (1.0 cu.
valent.
~d line after
.ry during
be allowed.
AFFIDAVIT
ITEM NO. 14
Page 1 of 1
State of )
)ss
County of )
)
COMES NOW , Aff
being an officer or manager (as designated by his t
below) of (herein c
"Contractor"), and being duly sworn upon oath depos
as follows:
1. Contractor entered into a contract, dated
19 , with Explorer Pieline Company, a Delaware
Corporation (herein called "Company") to perform an
following services and/or materials:
2. Ail of said contract has been fully perforI
completed except the following:
3. Affiant has made a personal investigation
and hereby represents to Company that all bills and
subcontractors, all bills and charges of materialmeI
materials and supplies, all claims for wages and sa]
laborers, mechanics, artisans, and other persons or
other claims of whatsoever kind or nature for which
any subcontractor would be liable and in any manner
or connected with the performance of said contract ~
have been fully paid and discharged except as follo%
and that all sales, use, licenses and other taxes r(
paid by contractor have been paid in full except as
4. Affiant makes this affidavit to induce Com~
payments of all or a portion of contractors' charges
contract.
Affiant
As of
SUBSCRIBED and sworn before me this
Title
day of
iant herein,
itle shown
~lled
~s and states
furnish the
~ed and
if the matter
charges of
L furnishing
.aries of
any and all
contractor or
arising from
~o this date
rS:
:quired to be
follows:
~any to make
under said
Contractor
, 19