14-07-09-01 Scope of Work

PERMIAN EXPRESS II

GARDEN CITY TO COLORADO CITY

20” Crude Oil Pipeline &

COLORADO CITY TO CORSICANA 24” Crude Oil Pipeline

PIPELINE CONSTRUCTION

SCOPE OF WORK

EXHIBIT A4

B Issued for Bid DAB MBJ 7/8/14

REV DESCRIPTION BY CHECK APRVD DATE

20” Garden City to Colorado City Pipeline 24” Colorado City to Corsicana Pipeline Exhibit A4 SCOPE OF WORK Rev. B, July 8, 2014

Prepared by: Page 1 of 46 02949‐GS‐9005

TABLE OF CONTENTS

1.0 PROJECT DESCRIPTION 2

1.1 GARDEN CITY TO COLORADO CITY 20” CRUDE OIL PIPELINE .................................................... 2

1.2 COLORADO CITY TO CORSICANA 20” CRUDE OIL PIPELINE ........................................................ 4

1.3 PIPELINE CONSTRUCTION SPREADS .............................................................................................. 7

2.0 PROJECT SCHEDULE 25

2.1 REQUIRED COMPLETION DATES ................................................................................................... 25

2.2 DEFINITIONS ...................................................................................................................................... 25

2.3 DETAILED CONSTRUCTION & KEY MILESTONE SCHEDULE ...................................................... 25

3.0 COMPLIANCE 26

3.1 HEALTH & SAFETY ............................................................................................................................ 26

3.2 ANTI-DRUG PLAN AND TESTING REQUIREMENTS ...................................................................... 27

3.3 IMMIGRATION REFORM AND CONTROL ACT OF 1986 ................................................................. 27

3.4 REFERENCED DRAWINGS, PLANS, CODES AND STANDARDS .................................................. 27

4.0 PIPELINE DETAILED SCOPE OF WORK 28

4.1 REPORTS & SUBMITTALS ................................................................................................................ 28

4.2 CONSTRUCTION SUPERVISION ...................................................................................................... 30

4.3 PROPOSED SUB-CONTRACTORS .................................................................................................. 31

4.4 GENERAL REQUIREMENTS ............................................................................................................. 31

4.5 WORKSITE MANAGEMENT .............................................................................................................. 32

4.6 ACCEPTANCE STANDARDS ............................................................................................................ 34

4.7 SURVEY SERVICES & CONSTRUCTION DATA .............................................................................. 35

4.8 MATERIALS & EQUIPMENT .............................................................................................................. 35

4.9 PIPELINE CONSTRUCTION .............................................................................................................. 37

4.10 COMPANY REPRESENTATION ........................................................................................................ 46

20” Garden 24” ColoradSCOPE OF W

Prepared by:

1.0 PRO

The cons24” cthe pin the

Whetheseconscons

1.1

City to Coloro City to CorWORK

OJECT DESC

Sunoco Logtruction of tw

crude oil pipepipelines are ae following se

re quantities,e indications truction requtruction price

GARDEN

The Gard20-inch cSterling, H

Line pipe fusion bo0.500” wawill be 0.3

In generacrossings

The depth

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Tco

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B1.1.2

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Cin

Ap

Bin

rado City Piprsicana Pipe

RIPTION

gistics Partnwo (2) separat

line from Coloarranged intoections.

lengths and shall be con

uirements, an. Refer to the

CITY TO CO

en City to Coonstruction, tHoward and M

for the ANSnd epoxy. T

all thickness a344” WT.

al, quadruple and double r

h-of-cover for

and Use

Much of the portion south oreas of steep

he 30’ of addonstruction, o

n excess of 1hese fence reracing.

Right-of-way rmust be chisel

Bored & Drille

he 20” pipelin0; all of whichored crossing

COMPANY stnstallation.

At bored and ieces to be w

Bored crossingndicated on th

peline eline

ers, L.P. (Cte pipelines, orado City to (5) spreads –

other characnstrued as gend not to bee Uniform Bid

OLORADO CI

olorado City ctraversing neMitchell.

I 600# systemhe pipe spec

and protected

e random lenrandom length

the main pip

pipeline routeof I-20, and cer slopes and

ditional constother than a ~

00 barbed anestorations w

revegetation ied, disked or

ed Crossings

ne route encoh must be diregs of county a

tipulates that

drilled crossinwelded betwee

gs will generahe project dra

Page 2 of 4

COMPANY) Pa 20” crude oCorsicana.

– (1) for the 2

cterizations ofeneral in natue relied upond Sheets, Cro

ITY 20” CRUD

rude oil pipelw rights-of-w

m is specifiedcification for b with dual coa

ngths will behs will be utili

eline is 4’ in m

e involves nacultivated fieldd valleys.

truction right-o~5-mile sectio

nd wire fencewill require a

is included inr otherwise de

s

ounters 1 railrectionally dril

and TXDOT ro

t all pipe us

ngs, COMPAen the 0.500”

ally be installewings.

46

Permian Expoil pipeline froFor the purpo20” pipeline a

f the project aure, for the pn as the dessing List and

DE OIL PIPE

ine consists oway through t

d as 20” OD bored and driat FBE / ARO

utilized for ized for bored

most cases.

ative vegetatids. Overall,

of-way is mon where the r

es will be gappermanent g

n the pipelinee-compacted

road, 2 signifiled. In additioads.

sed for bore

ANY will furnisWT crossing

ed with a min

press II (PEom Garden Cose of biddingand (4) for the

are provided purpose of pfinitive basisd Drawings fo

LINE

of approximathe West Tex

x 0.344” WTilled crossing

O or FBE / Po

the main lind crossings.

ion including the terrain is

ostly laid out froute parallels

pped and restgate with eith

e constructionprior to comp

cant waterwaion, the route

es and drills

sh shop-tapeg pipe and the

imum cover d

Rev. B,

EXII) project City to Colorag, awarding ae 24” pipeline

within this Scroviding a na

s for compilinor definitive q

tely 59 milesxas counties

T, API 5LX-65gs is also APIowercrete. Fa

ne and direc

mesquite, ps relatively m

for an easters a 3rd party p

tored. Many her wood or

n scope. Cupletion.

ays, FM 33 an requires app

s be hydrote

ered, FBE-coae 0.344” WT li

depth of 5’, or

Exhibit A4, July 8, 2014

02949‐GS‐9005

includes theado City and aand execution, as described

cope of Workarrative of theng a detaileduantities.

or 311,914’ oof Glasscock

5, coated withI 5LX-65, withabrication pipe

ctionally-drilled

articularly theild, with some

rly direction opipeline.

if not most osteel pipe H

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nd Interstate Iproximately 22

ested prior to

ated transitionine pipe.

r as otherwise

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Although the roe paralleled fipeline projec

Excavation, P

Rock excavatioadding for theadding mache subject to placed on spoi

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COMPANY sta

Pipeline PI’s

BE-coated, suring construending. Walegmentable e

Girth Welds, C

Pipeline girth oating will berior to coating

Cathodic protomplete insta

Portions of theCOMPANY mhaded pipelin

Hydrostatic T

Hydrostatic te

peline eline

ossings

sings of an es

ice road crospecial backfillducive to exc

cut waterwayin some ca

dvance by Cprotection shie

ipelines

ed that constpelines, flow lnd inactive ooute does nofor approximacts in the area

Padding, Sha

on is expectee pipeline, poine or shakerprior approvail pillows havi

equiring dispothe Pipeline

communicate

andards requ

segmentable, uction to addrll thickness trelbows will be

CP Test Stat

welds are toe 2-part epoxyg application.

ection test sallation will be

e 20” route paay instruct th

ne, lead wires

Testing

esting of the

Page 3 of 4

stimated 19 s

sings will utili, compaction

cavation by tre

s are noted oases, pipelineOMPANY; if elding materia

truction will lines, cables, ilfield gatherit follow corridately 9 miles,a.

ading & Back

ed for some possibly in conr bucket genel by COMPANng the same

osal versus pConstruction

ed for COMPA

ire that warni

3D, 90° elboress pipeline ransitions be

e field-tapered

ions, Zinc R

o be coated y. All welds

stations, leade the responsi

arallel high vohat zinc ribbo run above-gr

e installed

46

service roads

ize line pipe a and compacenching equip

on the alignme weights. Tsaddlebag tyal.

involve a lar water lines, eng systems,

dors containin, a figure wh

kfill

portion of the njunction witherated or impoNY. In rockyspecification

placement inn SpecificatioANY approva

ng tape be pl

ows will be suPI’s of 23° o

etween the 0.d.

ibbon

with field-apmust be allow

d wire, cadwibility of the co

oltage electricon be supplierade and term

pipeline will

and 37 water

and each muction testing apment.

ment sheets toThe type of ype, the bags

rge number etc. The aligwind turbine

ng multiple pipich will increa

route. In theh rock shield, orted if necesy locations, th

as the beddin

n the upper ons. Disposl.

laced above t

upplied by COr greater; all .344” WT line

pplied FBE. wed to cool f

welded connonstruction C

c transmissioned, placed abminated at mo

be perform

Rev. B,

rways are als

st be installedare required,

o consider foweights utili

s must be ma

of 3rd party nment passe

e areas and pelines, otherase as a res

ese locationswill be neces

ssary. Importhe lowered pipng and paddi

portion of thsal site locat

the pipeline d

OMPANY andother PI’s wi

e pipe and th

Crossing pifor a minimum

ections, termCONTRACTO

n lines. In thbove and cononitoring statio

med by othe


02949‐GS‐9005

so necessary.

d in 1 workingthe crossings

or extra depthized must beanufactured o

buried facilityes through androck quarriesr pipelines wiult of ongoing

, bedding andssary -- eitheted backfill wipeline is to beng.

he backfill areions must be

uring backfill.

d field-trimmedill require fieldhe 0.375” WT

pe girth weldm of 24 hours

minations andOR.

ese locationsnnected to theons.

ers; however

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COLORA

The 24” pconstructicorridors; from the these par

API 5LX-6WT, coatepipe, coat

Quadruplerandom le

The depth

L1.2.1


onstruction Cauging platesroceed from 8.1. The Sproute water inthe 20” line is est section bre

Potentially, thartially or comn-site during

ollowing the te

Block Valve S

he 20” pipelinperated. Pipt Colorado Ci

n addition to pround mainlinonstruction olatform; fabrixisting landow

he 5 electricquipment rac

he rack equiphe electrical ra

Permanent Ac

A number of ermanent accand also thosnd restore as

required byCONTRACTO

imensions, tu

ADO CITY TO

pipeline from ion. Route pnearly 190 mclosest identalleling lines.

65 pipe will beed with fusionted with FBE

e random lenengths have b

h-of-cover for

and Use

peline eline

CONTRACTOs, installing tColorado Cit

read 20-1 conto the line at Cready for tes

eak, and the

e hydrotest mpletely demo

the hydroteest and perfor

Sites

ne includes thing to route toty are also co

piping fabricane valves reqf reinforced ccation of thewner fencing

cally operatedck foundationsment and theack and instru

ccess Roads

existing roadcess to the pe identified as

s stated in the

y the termsR’S scope

urning radius,

CORSICANA

Colorado Citlanning was

miles of the altified line. P

e utilized for tn bond epoxy/ ARO or FBE

ngths have bbeen ordered

the main pip

Page 4 of 4

OR is requiredtest heads aty to Garden nstruction conColorado Citysting, contractlauncher will

will be condobilized.st and will brm final clean

he constructioo and the insomponents of

ation, installatquire site andconcrete suppe valve accesto the valve s

d valve sitess and rack in

e valve operatumentation; a

s

ds have beeipeline ROW.s temporary a

e Pipeline Con

of the TXof work wildrainage, su

A 24” CRUDE

ty to Corsicabased on utilignment para

Pre-constructi

the ANSI 600y. Bored and E / Powercret

been ordered for the bored

eline is 4’ in m

46

d to prepare tand jumpers, City and req

ntractor will by and out of thtor will also abe pre-loaded

ducted after Regardless

be required tn-up in those a

on of 6 block vstallation of 1 f the project s

tion, painting d access roadports for pipinss platform; site fencing.

s will also invnstallation; cotor; conduit frand area light

n designated. CONTRACaccess roadsnstruction Spe

DOT drivewl include uprfacing, etc.

E OIL PIPELI

na, Texas invlizing existing

allels 1 or morion routing in

0# system. L drilled crosste. Fabricatio

for the maind crossings.

most cases.

the line for te etc. The c

quires 2 test be required tohe system at affix test headd with a batch

the construcs, constructioto reassemblareas impact

valve sites, 5 launcher at G

scope.

and below-gd grading, surng, block valvand, where a

volve meter onduit, wiring rom the satellting.

d and arrangCTOR will be s) during consecifications.

ay permit(s)pgrading the

NE

volves approg pipeline righre pipelines, gncludes appr

ine pipe is spings will be c

on pipe will be

n pipeline and

Rev. B,

esting by cleacurrent hydrosections, bre

o install tempoGarden City.

ds / temporarhing pig.

ction CONTRn CONTRACle the test sed by the hyd

of which will Garden City a

rade coating,rfacing, fencive and block applicable, c

pole installatand terminat

lite communic

gements madentitled to us

struction, but

, which reme driveway a

ximately 279hts-of-way angenerally at aroximately 50

pecified as 24constructed we 0.500” WT.

d drilled cros


02949‐GS‐9005

aning, runningotest plan wieaking at ~MPorary piping to. In order thary traps at the

RACTOR hasCTOR must be

ection breaksdrotest.

be electricallyand 1 receive

, the 6 aboveng and gatesvalve access

onnecting the

tion; electrications betweencations dish to

de for use ase these roadsmust maintain

main pendingaccess apron

miles of newnd establishedan offset of 250 crossings o

4” OD x 0.406with 0.547” WT

ssings; double

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errain, vegetaCity and Corsi

nd 24-3 will eSpread 24-4 intreams and d

he 40’ of addonstruction;, hollows existing

About 1175 baence restorati

Right-of-way rmust be chisel

Bored & Drille

he alignmentone of which

County Road 3ll of which muored crossing

which may req

COMPANY stnstallation. Fnsure unobstoating resista

At bored and ieces to be w

Bored crossingndicated on th

Open-Cut Cro

Open-cut crosSpecial excavrossings.

Open-cut servay. Since sp

will not be con

Certain open-cf-cover and, pproved in adon-cathodic p

hird-Party P

Construction wonstruction sables, water ock quarries.ipelines; it is

peline eline

ation and lanicana. Initiallencompass anto Corsicanarainages.

ditional consthowever, mulg pipelines an

arbed, wire, pons will requi

revegetation ied, disked or

ed Crossings

t of the 24” pi includes on327, County ust be directiogs of county quire boring, w

tipulates thatFollowing insttructed passa

ance test.

drilled crossinwelded betwee

gs will generahe project dra

ossings

ssings of appation, backfil

ice road crospecial backfillducive to exc

cut waterwayin some ca

dvance by Cprotection shie

ipelines

will involve asurvey and Tlines, etc. T As stated, possible tha

Page 5 of 4

d use along ly, cultivated

a higher degrea becomes op

truction right-oltiple changesnd back-and-f

pipe and gamre a permane

is included inr otherwise de

s

peline crossene of the railRoad 340, Inonally drilled.and TXDOT

will be crossed

t all pipe ustallation, a gaage and prov

ngs, COMPAen the 0.547”

ally be installewings.

roximately 22l and compac

sings will utili, compaction

cavation by tre

s are noted oases, pipelineOMPANY; if elding materia

a large numbTXRRC databThe alignmen, the route pat constructio

46

the 24” pipelfields and m

ee of slopes pen and with

of-way is mos in working dforth crossing

e fences will ent gate with

n the pipelinee-compacted

es an estimatroad crossinterstate I-20,. Furthermorroads. An ed.

sed for boreauge plate mvisions must

ANY will furnisWT crossing

ed with a min

23 service roction measur

ize line pipe a and compacenching equip

on the alignme weights. Tsaddlebag tyal.

ber of 3rd pabase files shnt passes thropredominantly

on adjacent to

ine vary signild slopes areand native treonly intermitt

ostly laid out fdirection are ags are require

be gapped aeither wood o

e constructionprior to comp

ted 7 railroadsgs), and 5 h County Roa

re, the route rstimated 14 p

es and drillsmust be pulle

be made for

sh shop-tapeg pipe and the

imum cover d

oads and 360res are mand

and each muction testing apment.

ment sheets toThe type of ype, the bags

rty buried fahow at least ough and ney follows coro these corri

Rev. B,

ificantly betwe prevalent. ees, brush antent slopes as

for an easterassumed likeled.

and restored. or steel pipe H

n scope. Cupletion.

s, 14 significahighways / pd 4281 and Irequires appropipeline corrid

s be hydroteed through thr COMPANY

ered, FBE-coae 0.406” WT li

depth of 5’, or

0 waterways datory for the

st be installedare required,

o consider foweights utili

s must be ma

cility crossing350 pipelinear wind turbirridors contadors will reve


02949‐GS‐9005

ween ColoradoSpreads 24-2nd vegetationssociated with

rly direction oly as the route

Many f theseH-bracing.

ultivated field

ant waterwayaved roads –nterstate I-35oximately 215dors, some o

ested prior tohe crossing to

to conduct a

ated transitionine pipe.

r as otherwise

are expectede service road

d in 1 workingthe crossings

or extra depthized must beanufactured o

gs – the prees, flow linesne areas and

aining multipleeal previously

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Rock excavatioadding for theadding mache subject to placed on spoi

Rock sizes reddressed in

dentified and c

COMPANY sta

Pipeline PI’s

BE-coated, sy CONTRAC

PI’s will require

One end of thickness; for ransition piece

Girth Welds, C

Pipeline girth oating will berior to coating

Cathodic protomplete insta

Portions of theCOMPANY mhaded pipelin

Hydrostatic T

Hydrostatic teonstruction Cauging platesroceed from onstruction cot Corsicana af the system e required to

he outbound t

Potentially, thartially or comn-site during

ollowing the te

Block Valve S

peline eline

rd-party facilit

Padding, Sha

on is expectee pipeline, poine or shakerprior approvail pillows havi

equiring dispothe Pipeline

communicate

andards requ

segmentable, CTOR during e field bendin

the segmentathe trimmed

es.

CP Test Stat

welds are toe 2-part epoxyg application.

ection test sallation will be

e 24” route paay instruct th

ne, lead wires

Testing

esting of theCONTRACTOs, installing tCorsicana toontractor will and the Spreaat Colorado C install test test head with

e hydrotest mpletely demo

the hydroteest and perfor

Sites

Page 6 of 4

ties.

ading & Back

ed for some possibly in conr bucket genel by COMPANng the same

osal versus pConstruction

ed for COMPA

ire that warni

3D, 90° elboconstruction g.

able elbows end, COMPA

ions, Zinc R

o be coated y. All welds

stations, leade the responsi

arallel high vohat zinc ribbo run above-gr

e installed OR is required

test heads ao Colorado Ci

be required tad 24-1 consCity. In orderheads / temph batching pig

will be condobilized.st and will brm final clean

46

kfill

portion of the njunction witherated or impoNY. In rockyspecification

placement inn SpecificatioANY approva

ng tape be pl

ows will be suto address p

will be shopANY has pro

ibbon

with field-apmust be allow

d wire, cadwibility of the co

oltage electricon be supplierade and term

pipeline will d to prepare tand jumpers, ity and requirto install temptruction contrr that the 24” porary traps ags.

ducted after Regardless

be required tn-up in those a

route. In theh rock shield, orted if necesy locations, th

as the beddin

n the upper ons. Disposl.

laced above t

upplied by COpipeline PI’s o

p-tapered to ocured FBE-c

pplied FBE. wed to cool f

welded connonstruction C

c transmissioned, placed abminated at mo

be performthe line for te etc. The cres 17 test seporary piping ractor will affiline is ready

at the test se

the construcs, constructioto reassemblareas impact

Rev. B,

ese locationswill be neces

ssary. Importhe lowered pipng and paddi

portion of thsal site locat

the pipeline d

OMPANY andof 23° or gre

match the lcoated 0.500”

Crossing pifor a minimum

ections, termCONTRACTO

n lines. In thbove and cononitoring statio

med by otheesting by cleacurrent hydroections. Theto route wate

ix piping to rofor testing, a

ection breaks,

ction CONTRn CONTRACle the test sed by the hyd


02949‐GS‐9005

, bedding andssary -- eitheted backfill wipeline is to beng.

he backfill areions must be

uring backfill.

d field-trimmedeater; all othe

line pipe wa” / 0.406” WT

pe girth weldm of 24 hours

minations andOR.

ese locationsnnected to theons.

ers; howeveraning, runningotest plan wie Spread 24-4er into the lineoute water ouall spreads wi, and pre-load

RACTOR hasCTOR must be

ection breaksdrotest.

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PIPELINE

S1.3.1

SCmin

TU225

TMCsu


he 24” pipelperated block

uture midpoinequired. Oneoute to each a

he Work at enstallation, paencing and galock valve aconnecting the

n addition, themeter pole inswiring and tenstrumentatiorea lighting.

Permanent Ac

A number of ermanent accand also thosnd restore as

required byCONTRACTO

imensions, tu

E CONSTRUC

Spread 20-1: G

Spread 20-1 wCity, which invmanual valve nstallation with

he spread inUnion Pacific R

2 road bores;3 third-party p

he 20-1 SpreMOV-53.6 andCity / Coloradubsections:

Garde

MP 12

MP 33

MP 43

MP 46

MP 48

MP 53

peline eline

line includesk valve sitesnt pumping se (1) launcherare additional

each valve sitainting and bates; constru

ccess platforme existing land

e 11 electricastallation; elecerminations n; conduit fro

ccess Roads

existing roadcess to the pe identified as

s stated in the

y the termsR’S scope

urning radius,

CTION SPRE

Garden City

will consist of volves ~59 msite, launcheh the associa

cludes the knRailroad, Mor; no pipeline cpipelines / fac

ead includes d the installatdo City. A f

en City to MO

2.2 to MOV-3

3.8 to MOV-4

3.0 to BV-46.

6.5 to MOV-4

8.6 to MOV-5

3.6 to Colorad

Page 7 of 4

the constru. The installatation, as wer at Colorado l items of the

e and the futbelow-grade ction of reinfo

m; fabrication downer fencin

lly-operated vctrical equipmbetween the

om the satell

s

ds have beeipeline ROW.s temporary a

e Pipeline Con

of the TXof work wildrainage, su

EADS

to Colorado

the constructmiles of piper installation

ated piping at

nown crossinrgan Creek, Incorridors, 19 ocilities.

the construction of the lafurther overvi

OV-12.2

33.8

43.0

5

48.6

53.6

do City Recei

46

uction of 11 ation of pig laell as the ove

City and (1) project scope

ure midpoint coating; site

forced concreof the valve a

ng to the valve

valve sites anment rack foue rack equilite communic

n designated. CONTRACaccess roadsnstruction Spe

DOT drivewl include uprfacing, etc.

o City

tion of the 20line base layand connectColorado City

ngs stated prenterstate I-20open-cut road

ction of MOVauncher / recew follows fo

iver

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The 20” alignment from Garden City to MOV-12.2 will parallel 1 or more existing pipelines for ~7 of the initial 8.8 miles and will also cross these paralleling lines at 1 location, ~MP 3.6. As a result, the construction ROW is configured for northeasterly progress until ~MP 4.6 but involves reverse lay for the ensuing ~4.2 miles. At ~MP 8.8, the routes diverge and the working side reverts to a northeasterly direction and remains so for the duration.

Other than oilfield facilities and wind farms, land use enroute to the first valve site is generally native / sparse vegetation / undisturbed, with ~1 mile of cultivated fields that abut MOV-12.2. The topography is flat with few areas of even mild slopes.

Approximately 16 barbed wire and 2 wire fences will intersect the route, requiring gapping for and restoration following construction, in some cases including a permanent gate (see Construction Line List).

The schedule of crossings consists of the directional drill of FM 33, 2 road bores, 7 service road open-cuts, 13 drainage area open-cuts and a minimum of 19 foreign pipeline crossings, including those of the paralleling pipelines. Eight (8) PI’s of 23° and greater will be required, with the associated field-fitting and installing of segmentable elbows and 1 pipe wall transition piece per PI.

According to publically available surface geology mapping information, limestone formations will be encountered for ~ 5 miles of this section. The reliability of this mapping information is uncertain.

The installation of the receiver and connecting piping at Garden City and the construction of MOV-12.2 are included. CONTRACTOR will complete only the piping installation at Garden City but will be responsible for all grading, access road construction, structural, fencing, electrical, piping, painting, etc. at MOV-12.2.

Other than the valve site, there are 3 right-of-way permanent access roads that service the pipeline ROW at ~MP 2.3, ~MP 3.5 and ~MP 9.8.

The baseline hydrotesting plan calls for no test section breaks within this portion of the pipeline.

MP 12.2 to MOV-33.8

The 21.6-mile section from MOV-12.2 to MOV-33.8 involves only ~1.8 miles of paralleling pipelines, located between ~MP 25.9 and ~MP 27.7. No crossings of these paralleling lines will be required; however, at least 29 foreign pipeline crossings have been identified via pre-construction activities.

Construction ROW is arranged for a northeasterly progression.

Land use consists of minimal farming, oilfield gathering facilities and flow lines and undeveloped terrain. The few drainage basins are associated with slight topographic relief that becomes a bit more appreciable in 2 or 3 locations.

Approximately 26 barbed wire and 2 wire fences will cross the route, requiring gapping for and restoration following construction, in some cases including a permanent gate (see Construction Line List).

An estimated 4 road bores, no directional drills, no pipeline corridor crossings, 10 open-cut road crossings and 15 open-cut stream / drainage area crossings will be necessary. Twelve (12) PI’s of 23° and greater will be required, with the associated field-fitting and installing of segmentable elbows and 1 pipe wall transition piece per PI.



The surface geology mapping information calls for limestone formations along ~ 11 miles of this section. The reliability of this mapping information is uncertain.

The connection of MOV-12.2 to the main 20” pipeline and the construction of MOV-33.8 are included. CONTRACTOR will complete all civil, structural, fencing, electrical, piping, painting, etc. at MOV-33.8.

Other than the valve site, there are 4 right-of-way permanent access roads that service the pipeline ROW at ~MP 15.5, ~MP 16.9, ~MP 23.2 and ~MP 23.4. TXDOT FM 2183 feeds the ~MP 23.2 & ~MP 23.4 access roads; potentially, it may be determined necessary to upgrade the existing driveway apron at FM 2183 to meet TXDOT requirements

The baseline hydrotesting plan calls for 1 test section break within this portion of the pipeline, to be located at ~MP 18.1.

MP 33.8 to MOV-43.0

The 21.6-mile section from MOV-12.2 to MOV-33.8 involves only ~1.8 miles of paralleling pipelines, located between ~MP 25.9 and ~MP 27.7. No crossings of these paralleling lines will be required; however, at least 29 foreign pipeline crossings have been identified via pre-construction activities.

Construction ROW is arranged for a northeasterly progression.

Land use consists of minimal farming, oilfield gathering facilities and flow lines and undeveloped terrain. The few drainage basins are associated with slight topographic relief that becomes a bit more appreciable in 2 or 3 locations.

Approximately 26 barbed wire and 2 wire fences will cross the route, requiring gapping for and restoration following construction, in some cases including a permanent gate (see Construction Line List).

An estimated 4 road bores, no directional drills, no pipeline corridor crossings, 10 open-cut road crossings and 15 open-cut stream / drainage area crossings will be necessary. Twelve (12) PI’s of 23° and greater will be required, with the associated field-fitting and installing of segmentable elbows and 1 pipe wall transition piece per PI.

The surface geology mapping information calls for limestone formations along ~ 11 miles of this section. The reliability of this mapping information is uncertain.

The connection of MOV-12.2 to the main 20” pipeline and the construction of MOV-33.8 are included. CONTRACTOR will complete all civil, structural, fencing, electrical, piping, painting, etc. at MOV-33.8.

Aside from the valve sites, there are no right-of-way permanent access roads and no hydrostatic test section breaks called for in the baseline testing plan.

MP 43.0 to BV-46.5

This short section is characterized mainly by the directional drills of the Union Pacific Railroad and Morgan Creek. Otherwise, the segment contains approximately 9 barbed wire fence crossings, 3 road bores, 2 open-cut waterway crossings, 1 foreign pipeline crossing and (7) PI’s of 23° and greater.

Construction ROW continues to be arranged for a northeasterly progression.

Work will also involve the connection of MOV-43.0 to the main 20” pipeline and the construction of BV-46.5, including all civil, structural, fencing, piping, painting, etc.


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The 24-1 Spread includes the construction of the following valve sites:

MOV-21.8

BV-34.5

MOV-45.2

MOV-54.4

MOV-63.8

MOV-78.1

Colorado City to MOV-21.8

Between Colorado City and MOV-21.8, the route parallels the West Texas Gulf (WTG) 26” system; offset ~25’ to the north / east, until crossing WTG and Interstate I-20 on the western outskirts of Sweetwater, TX.

Additional working space provides for a westerly direction of construction. There is 1 change in the working side, at the western edge of Sweetwater.

Land use is predominantly mild topography and cultivated fields, which must be chiseled, disked or otherwise de-compacted prior to completion.

Approximately 35 barbed wire, wire and wood fences will be gapped and restored, usually with a permanent gate.

An estimated 21 road bores, 1 railroad HDD and 2 waterway open-cut crossings will be necessary. Third-party pipelines, water lines and cable crossings will total approximately 23.

Installation of the Colorado City launcher and connecting piping and the construction of MOV-21.8 are included. CONTRACTOR will complete all civil, structural, piping and electrical work at MOV-21.8; however, at Colorado City only piping and equipment installation will be required -- grading, pipe supports, access platforms, electrical work, painting, etc. will be completed by others.

There are no pipeline ROW permanent access roads and no hydrotest section breaks located between Colorado City and MOV-21.8, per the baseline hydrotesting plan.

MP 21.8 to BV-34.5

From the downstream side of MOV-21.8 to BV-34.5, the 24” route shifts to bypass Sweetwater to the south and then veers northeast to join a pipeline corridor at ~MP 30.2. Primarily native vegetation and a few miles of moderate and some areas of significant terrain will be encountered.

The temporary construction ROW is located for an easterly direction of construction. There are no changes in the working side resulting from a switch in the TWS relative position.

Approximately 30 barbed wire and 15 wire fences must be gapped for construction, restored and, where indicated in the Construction Line List, outfitted with a permanent gate.

The spread sub-section includes an estimated 5 road bores, 1 railroad HDD, 1 pipeline corridor crossing and 3 road and 10 waterway open-cut crossings. A minimum of 21 third-party pipeline, 7 water line and 1 cable crossings have been identified.

The connection of MOV-21.8 to the main pipeline and the construction of BV-34.5 are included. CONTRACTOR will complete all civil, structural, fencing, piping, painting, etc. at BV-34.5.



There is 1 permanent access road which serves the pipeline ROW at ~MP 25.1 via Road 217.

The baseline hydrotesting plan calls for 1 test section break within this portion of the pipeline.

MP 34.5 to MOV-45.2

The 10.7 mile section from MP 34.5 to MOV-45.2 generally follows to the south of an existing pipeline corridor; however, slightly over half of the route moves away from the close ~25’ offset to that corridor.

Land use is mainly native with some pasture and farmed fields. Moderate and steeper topography is associated with the 12 stream and drainage area open-cut crossings identified through this section.

The temporary construction ROW is located for an easterly direction of construction. There are no changes in the working side and the route does not cross the paralleling pipeline corridor. However, some sharp changes in direction are involved – (10) PI’s of 23° and greater will require field-fitting and installing segmentable elbows and pipe wall transition pieces.

About 40 barbed wire and wire fences will be gapped for construction, restored and, where indicated in the Construction Line List, outfitted with a permanent gate.

The spread sub-section includes an estimated 7 road bores, 1 railroad HDD and 3 road open-cut crossings, in addition to the 12 waterway crossings referenced above. A minimum of 6 third-party pipeline and 4 water line crossings have been identified.

The connection of MOV-34.5 to the main pipeline and the construction of MOV-45.2 are included. CONTRACTOR will complete all civil, structural, fencing, electrical, piping, painting, etc. at MOV-45.2.

There is 1 permanent access road which connects via private road to the pipeline ROW at ~MP 41.3.

The baseline hydrotesting plan calls for 0 test section breaks within this portion of the pipeline.

MP 45.2 to MOV-54.4

Between MOV-45.2 and MOV-55.4, the alignment departs from the pipeline corridor and takes a northerly direction to bypass the city of Abilene. There is (1) crossing of the paralleling corridor associated with this alignment change, which occurs at ~MP 46.3. Aside from the initial 1.1 miles, the 24” route between MOV-45.2 and MOV-54.4 will utilize non-paralleling, new rights-of-way.

Mainly farmed fields with some native areas / pastures comprise the land use and the topography is very mild. Additional working space provides for an easterly (northerly) direction of construction. There are no changes in the working side, despite crossing the paralleling pipeline corridor as mentioned above.

The pipeline segment includes (10) PI’s of 23° and greater, which will require field-fitting and installing segmentable elbows and pipe wall transition pieces.

Approximately 30 barbed wire and 5 wire fences will be gapped and restored, usually with a permanent gate.

An estimated 9 road bores and 1 combined HDD crossing of County Road 368, the UP



Railroad and Interstate I-20 will be required. Open-cut crossings will be employed for 2 waterways. In addition, a 2nd pipeline corridor crossing located at ~MP 46.4 is expected. Third-party pipeline crossings will be required; however, based on current information, only (18), along with 3 water lines, have been identified, including those associated with crossings of the paralleling pipeline corridor.


There is 1 permanent access road which serves the pipeline ROW at ~MP 48.1 via County Road 349.


MP 54.4 to MOV-63.8

From MOV-55.4 to MOV-63.8, the route continues northeasterly, bypassing Abilene and enroute to COMPANY’S Hawley Station. No paralleling pipelines are involved and only (2) foreign line crossings have been detected.

The 9.4-mile section is nearly all agricultural. The construction working space continues to be arranged for an easterly / northerly direction of construction, with no working side changes involved.

The pipeline segment includes roughly 15 barbed wire / wire fence crossings and (7) significant PI’s which will require trimmed segmentable elbows and pipe wall transition pieces.

Approximately 9 road bores and 1 waterway open-cut crossing will be necessary. The section contains no directionally drilled crossings.

Approximately 30 barbed wire and 5 wire fences will be gapped and restored, usually with a permanent gate.


There are no permanent access roads and no hydrotest section breaks located between MOV-54.4 and MOV-63.8.

MP 63.8 to 40’-60’ Beyond MOV-78.1

The 14.3-mile section from MP 63.8 to MOV-78.1 is more varied than the previous two valve-site-to-valve-site portions of Spread 24-1. Land use begins as predominantly cultivated on both sides of the Clear Fork HDD, becomes predominantly native as the route approaches ~MP 68.2 Hawley Station and is mostly native brush-tree covered with interspersed agricultural areas from Hawley to MOV-78.1.

Also at Hawley, the 24” alignment resumes the paralleling format, taking position to the south / west of COMPANY’s 16” Hawley – Comyn pipeline. The alignment turns back to the east and slightly to the southeast to begin returning from the diversion around Abilene. Within the ~9.4 miles that the route parallels COMPANY’S existing pipeline, (2) crossings of that paralleling line and a change in working side are involved, at ~MP 70.9 and ~MP 71.7.

Aside from the 1 working side change, the construction ROW is again positioned for an


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Additional working space provides for an easterly direction of construction. There are no crossings of the paralleling 16” line or changes in the working side. Approximately (4) PI’s of 23° and greater will be required, with the associated field-fitting and installing of segmentable elbows and pipe wall transition pieces.

Land use is mainly native / pasture with a small occurrence of cultivated fields. Areas containing medium to more significant slopes will be experienced within the section.

Approximately 50 barbed wire / wire will be gapped for and restored following construction, usually with a permanent gate.

An estimated 3 road bores, 2 road open-cut crossings and 30 waterway / drainage area open-cut crossings will be necessary. In addition, at least 23 third-party pipeline, 5 water line and 2 cable crossings will be conducted.

The connection of MOV-78.1 to the main 24” pipeline at the western side of Spread 24-2 and the construction of MOV-105.0 are included. CONTRACTOR will complete all civil, structural, fencing, electrical, piping, painting, etc. at MOV-105.0.

Other than the valve sites, there are no right-of-way permanent access roads located between MOV-78.1 and MOV-105.0.


MP 105.0 to BV-125.7

At ~MP 105.2, the alignment crosses the paralleling Hawley-Comyn 16” and assumes a position parallel and to the north of the pipeline corridor which includes the WTG 26”.

Enroute to BV-125.7, the route involves 5 working side changes and 5 crossings of the paralleling WTG 26”. In general, the temporary construction ROW is laid out for easterly progress from:

~MP 105.0 – MP 105.2 = 0.2 miles

~MP 114.6 – MP 114.7 = 0.1 miles

~MP 123.7 – MP 123.8 = 0.1 miles

~MP 125.3 – MP 125.7 = 0.2 miles

And a westerly movement from:

~MP 105.2 - MP 114.6 = 9.4 miles

~MP 114.7 – MP 123.7 = 9.0 miles

~MP 123.8 – MP 125.3 = 1.5 miles

About 10 percent of the route section encounters cultivated fields; most of the alignment is native trees, brush and vegetation. The terrain is a primary feature between the 2 valve sites; approximately 21 waterway and drainage area open-cut crossings are included.

In addition to the waterway and drainage open-cut crossings, the 20.7 mile section will involve approximately 10 road bores, 1 pipeline corridor crossing, 1 drilled crossing of Battle Creek, 5 road open-cut crossings and at least 33 third-party pipeline, 3 water line and 1 cable crossings, including those of the WTG 26” and other paralleling lines. Based upon the pre-construction alignment, (13) PI’s of 23° and greater and the associated field-fitting and installing of segmentable elbows and pipe wall transition pieces will be required.



About 70 barbed wire and wire fences and 1 game fence will need to be opened for and restored following construction, with permanent gates installed according to the Construction Line List.

T&E bird habitat exists for about 1.3 miles of this segment, scattered over about 5-6 portions of the route.


Other than the valve sites, there are no right-of-way permanent access roads located between MOV-105.0 and BV-125.7.


MP 125.7 to 40’-60’ Beyond Eastland Station

The 14.6 mile section from MP 125.7 to the Eastland site continues to follow the corridor which contains WTG and other pipelines. The route crosses to the south side of the corridor shortly out of the BV-125.7 valve site, at ~MP 126.0, and for the most part occupies a position ~25’ to the south of the nearest paralleling line. About a third of the section relocates well away from the pipeline corridor.

The temporary construction ROW is largely situated for an easterly direction of construction; however, there are 3 working side changes and 4 crossings of the paralleling pipelines involved.

The sections which present a west-to-east working direction are:

~MP 126.0 - MP 136.6 = 10.6 miles

~MP 137.1 - MP 139.8 = 2.7 miles

~MP 139.8 - MP 140.3 = 0.5 miles

And an easterly construction progress layout from:

~MP 125.7 - MP 126.0 = 0.3 miles

~MP 136.6 - MP 137.1 = 0.5 miles

Land use is mainly native with some pasture and farmed fields. Relatively steeper topography is evident at isolated locations that cumulatively cover about 3 miles of the route. Some sharp changes in direction are involved, with a total of (12) PI’s of 23° and greater that will require field-fitting and installing segmentable elbows and pipe wall transition pieces.

An estimated 71 barbed wire fences will be gapped for construction, restored and, where indicated in the Construction Line List, outfitted with a permanent gate.

The spread sub-section includes an estimated 9 road bores, 4 pipeline corridor crossings and 2 drilled crossings of County Road 340 and the Texas & Pacific Railway. Open-cut crossings are planned for 3 roads and 10 waterways and drainages. No less than 86 third-party pipeline and 3 water line crossings should be expected, including those of the paralleling lines.

The possibility of rock trenching exists for this section of the route. Publically available surface geology data shows a ~1.2 mile area of limestone at and upstream of Eastland.

T&E bird habitat exists for about 1.5 miles of this segment, confined to ~5 areas along the


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valve sites. Most of this section or nearly 25 miles parallels only the WTG pipeline, at the 25’ offset distance, as the other known lines in the pipeline corridor depart to the northeast just downstream of Eastland.

The construction right-of-way is aligned for progressing mainly to the east, although 5 areas of reverse lay are involved:

~MP 143.5 - MP 146.7 = 3.2 miles

~MP 150.8 - MP 151.1 = 0.3 miles

~MP 156.5 - MP 156.8 = 0.3 miles

~MP 157.8 - MP 158.3 = 0.5 miles

~MP 164.4 - MP 164.6 = 0.2 miles

Largely in conjunction with the changes in working side, 11 crossings of the paralleling WTG pipeline will be necessary. The first of these WTG crossings, which occurs prior to exiting the pipeline corridor, involves multiple lines.

Less than 10% of the land use is cultivated fields; the majority of the segment is native trees, brush and vegetation. Relatively steeper topography is also prevalent for about 40% of the route and is often associated with the 62 open-cut waterway and drainage crossings and the waterway HDD’s.

Threatened & Endangered (T&E) species bird habitat occurs at approximately 12 locations that collectively cover nearly 8 miles of the route. Other than 1 location which is fairly close to BV-169.4, the T&E habitat is found in the initial ~15 miles to the east of Eastland Station.

The routing section involves a comparatively large number of PI’s of 23° and greater, with 29 locations requiring field-fitting and installing segmentable elbows and pipe wall transition pieces.

An estimated 102 barbed wire, 12 wire, 1 wood, 1 pipe and 1 game fences will cross the alignment and require gapping for and restoration after construction, including permanent gates where called for in the Construction Line List.

The spread sub-section includes an estimated 12 road bores and 2 drilled crossings of the South Fork of Palo Pinto Creek and Salt Creek. Open-cut crossings are planned for 8 roads and the 53 waterways and drainages referenced above. No less than 59 third-party pipeline crossings should be expected, including those of the paralleling WTG 26”.

The possibility of rock trenching exists for this section of the route. Publically available surface geology data shows a ~0.5 mile area of limestone to the east of Eastland and another ~2.8 mile area intermittently between ~MP 162.6 and ~MP 166.0.

The connection of Eastland to the main pipeline and the construction of BV-169.4 are included. CONTRACTOR will complete all civil, structural, fencing, piping, painting, etc. at BV-169.4.

In addition to the Eastland and BV-169.4 access roads, there are 4 right-of-way permanent access roads planned, located at ~MP 143.9, ~MP 155.9, ~MP 160.1 and ~MP 161.4.


MP 169.4 to MOV-190.1

The 20.7-mile routing section between BV-169.4 and MOV-190.1 parallels WTG for over 12 miles and more than one pipeline for nearly 2 additional miles, generally at the 25’ offset



distance.

The construction right-of-way is configured for an easterly direction of construction, with the exception of the following areas:

~MP 169.9 - MP 170.5 = 0.6 miles

~MP 171.1 - MP 171.2 = 0.1 miles

~MP 172.0 - MP 172.5 = 0.5 miles

~MP 177.8 - MP 179.5 = 1.7 miles

~MP 181.9 - MP 183.2 = 1.3 miles

~MP 184.1 - MP 184.6 = 0.5 miles

Twelve (12) crossings of the paralleling WTG line will be required for the current routing. In addition, 31 PI’s of 23° and greater will necessitate field-fitting and installing segmentable elbows and pipe wall transition pieces.

The alignment will intersect approximately 109 barbed wire, 31 wire and 2 game fences, each of which must be prepared for construction equipment passage and restored following construction. Permanent gates must be installed at those locations stated in the Construction Line List.

This section of Spread 24-3 contains an estimated 18 road bores, 2 directional drills of the North Paluxy River and 1 HDD to cross the BNSF railroad and Dry Branch of the Paluxy River.

Open-cut crossings are expected for 20 roads and 19 waterways and drainages. A minimum of 37 third-party pipeline and 1 water line crossings have been identified, including those of the WTG 26” and other paralleling lines.

The possibility of rock trenching exists for this section of the route. Publically available surface geology data shows a cumulative distance of ~2.3 miles of limestone at 6 to 8 locations between ~MP 180.4 and ~MP 190.0; however, several other portions of this stretch appear to be close as well and the accuracy of the surface geology data is uncertain.

T&E bird habitat and the related construction timing restrictions must be addressed for about 2.8 miles of this segment, generally confined to ~4 areas along the alignment.

The connection of BV-169.4 to the main pipeline and the construction of MOV-190.1 are included. CONTRACTOR will complete all civil, structural, fencing, electrical, piping, painting, etc. at MOV-190.1.

In addition to the valve site access roads, there is 1 right-of-way permanent access road planned, located at ~MP 171.3.


MP 190.1 to MOV-200.4

The alignment from MP 190.1 to MOV-200.4 has been rerouted away from the WTG 26” and consequently parallels WTG for only the last ~1.1 miles into MOV-200.4. No crossings of paralleling lines are involved and the direction of construction is primarily to the east; however, there is a section of reverse lay from ~MP 196.0 to ~MP 197.8 to avoid obstructions and tract changes. The section is also marked by scattered residential dwellings and outbuildings.



Ground cover is generally native or cleared fields, with some areas of tree and brush clearing to address. One (1) or 2 instances of moderate terrain or greater will be experienced.

The section will traverse approximately 49 barbed wire, 14 wire and 2 game fences, each of which must be prepared for construction equipment passage and restored following construction. Permanent gates must be installed at those locations stated in the Construction Line List.

An estimated 10 road bores, no pipeline corridor crossings and no directional drills are expected. Open-cut crossings of 1 roads and 7 waterways have been identified, as have 4 third-party pipeline and 1 water line crossings. Twenty-six (26) PI’s of 23° and greater are contained in this short 10.3-mile section.

In addition, approximately 4.4 miles of rock excavation areas are visible from the surface geology database, between ~MP 192.3 and ~MP 197.3. T&E bird habitat is present for ~0.8 miles between ~MP 194.4 and ~MP 195.2.


Aside from the valve site access roads, there will be no ancillary right-of-way permanent access roads. There is 1 test section break required, according to the baseline hydrotesting plan.

MP 200.4 to MOV-202.0

The main feature of the MOV-200.4 to MOV-202.0 line section is the approximately 2000’ drilled crossing of the Brazos River. There are also 2 road bores and open-cut crossings of 3 roads, as well as 1 known 3rd party pipeline – which consists of the paralleling WTG 26” line. The working side is for an easterly direction from MOV-200.4 to ~MP 200.9, switching to a westerly direction at the WTG crossing and continuing in that configuration to MOV-202.0.

Other than the river, land use and ground cover can be characterized in the same manner as the previous valve-to-valve section. Fence gap requirements have been counted for 16 barbed wire and 3 wire fence crossings. Four (4) trimmed segmentable elbows and the associated transition pieces will be necessary.

Limestone surface geology appears evident for ~0.3 miles adjacent to the Brazos; reference the specific geotechnical coring results for additional information.

T&E bird habitat impacts the route in 2 locations on the southeast side of the river, for a total distance of ~0.5 miles.


In addition to the valve site access roads, 2 right-of-way permanent access roads are planned, located at ~MP 201.0 and ~MP 201.1.

The baseline hydrotesting plan calls for no test section breaks within this portion of the pipeline.

MP 202.0 to BV-211.2


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Approximately 71 road bores, 18 road open-cut crossings and 72 waterway open-cut crossings will be necessary. The route also contains four (4) pipeline corridor crossings and over 60 foreign line crossings.

This portion of the alignment encompasses areas with construction timing restrictions, resulting from the presence of threatened and endangered bird habitat, and the potential for rock excavation.

The 24-4 Spread also involves the construction of MOV-221.8, BV-239.5, MOV-252.9 and BV-273.5. A summary overview follows for these valve-to-valve spread subsections:

MP 211.2 to MOV-221.8

MP 221.8 to BV-239.5

MP 239.5 to MOV-252.9

MP 252.9 to BV-273.5

MP 273.5 to Corsicana

40’-60’ Beyond BV-211.2 to MOV-221.8

This 10.6 mile segment parallels WTG to the southwest except for a 3-mile reroute from ~MP 218.0 to ~MP 221.0. There are 2 crossings of WTG associated with this reroute; however, the working space layout provides for an easterly progression and there are no changes in the working side.

Some significant slopes and clearing will be involved with portions of the first ~7 miles. This stretch also contains ~4 locations and ~3.6 miles of T&E bird species habitat – which is the entirety of the related construction timing restrictions for Spread 24-4. No rock construction is suggested according to the surface geology database information, although that source is not to be considered conclusive.

Fence crossings will again be prevalent; survey information noted 32 barbed wire, 2 wire and 2 game fences that will be gapped for construction and will require restoration following completion of the work, possibly with the installation of a permanent gate (see Construction Line List).

The schedule of crossings consists of approximately 12 road bores, no pipeline corridors, directional drills of Ham Creek, BNSF railroad and Nolan River, open-cuts of 3 roads and 7 waterways / drainages, and a minimum of 10 third-party pipelines (2 of which involve the paralleling WTG). The section also contains (11) PI’s of 23° and greater, which will utilize trimmed segmentable elbows and 1 transition piece per PI.

The connection of BV-211.2 to the main pipeline and the construction of MOV-221.8 are included. CONTRACTOR will complete all civil, structural, fencing, piping, electrical, painting, etc. at MOV-221.8.

Aside from the valve site access roads, there will be no ancillary right-of-way permanent access roads and no test section breaks required, according to the baseline hydrotesting plan.

MP 221.8 to BV-239.5

The majority of the route from MOV-221.8 to BV-239.5 continues to parallel the WTG 26” at the ~25’ offset distance to the southwest. However, the 24” pipeline will depart from the WTG alignment at ~MP 235.5.

Near the end of the section at ~MP 238.9, the route will begin to follow and existing corridor



containing multiple pipelines.

Working space is positioned for an easterly direction of construction but 8 crossings of the paralleling WTG result in 4 working side changes and reverse lay for the following areas:

~MP 222.9 – MP 223.3 = 0.4 miles

~MP 225.3 – MP 225.8 = 0.5 miles

~MP 229.6 – MP 226.9 = 0.3 miles

~MP 233.9 – MP 234.3 = 0.4 miles

Land use through the section is primarily open fields and native / pasture acreage, with scattered residential dwellings and outbuildings. Some treed areas and moderate terrain will be crossed.

A large number of private fences will need to be gapped and restored, in some cases with a permanent gate (see Construction Line List). Survey activities picked up approximately 108 barbed wire and 8 wire fences along the route.

Crossings will consist of 15 road bores, no pipeline corridors, directionally drilling County Road 4281, open-cutting 11 roads and 18 streams / drainages, and an estimated 34 third-party pipeline and 1 water line crossings (including the 8 crossings of the paralleling WTG pipeline).

The section contains (28) PI’s of 23° and greater, which will utilize trimmed segmentable elbows and 1 transition piece per PI.



MP 239.5 to MOV-252.9

From BV-239.5 to MOV-252.9, the alignment primarily follows the utility corridor joined at ~MP 238.9 and will be positioned ~25’ to the north of the closest pipeline. One significant reroute, to cross Interstate I-35, and a number of smaller alignment changes will move the 24” significantly away from the pipeline corridor in some cases.

The construction ROW layout accommodates an easterly path for the initial ~5.1 miles, beginning with a working side change immediately to the east of BV-239.5 and continuing to ~MP 241.6. There, the position of the temporary ROW switches to a westerly progression for the remaining ~11.3 miles of the section.

Open terrain and relatively mild slopes are predominant, except for some of the stream and drainage crossing areas.

Approximately 35 barbed wire and wire fences will intersect the route, requiring gapping for and restoration following construction, including permanent gates where noted in the Construction Line List. Eight (8) PI’s of 23° and greater will be addressed with trimmed segmentable elbows and 1 transition piece.

The list of crossings for this segment contains 17 road bores, 0 pipeline corridors, directional drills of Interstate I-35 and White Rock Creek, 1 open-cut road and 16 open-cut waterways and drainages. At least 7 foreign pipeline crossings are also expected.



Rock construction is possible, as the surface geology database indicates the presence of Austin Chalk between ~MP 241.8 and ~ MP 248.2. The reliability of this database information is uncertain.

The connection of BV-239.5 to the main pipeline and the construction of MOV-252.9 are included. CONTRACTOR will complete all civil, structural, fencing, piping, electrical, communications, painting, etc. at MOV-252.9.

Aside from the valve site access roads, there will be no ancillary right-of-way permanent access roads and one (1) test section break required, according to the baseline hydrotesting plan.

MP 252.9 to BV-273.5

Of the ~20.6 miles between MOV-252.9 and BV-273.5, the 24” will parallel the pipeline corridor for all but ~1.6 miles. The temporary ROW is located for a westerly direction of construction, except for ~0.3 miles at ~ MP 264.2 which was realigned to address landowner comments. No crossings of the paralleling pipeline corridor will be necessary, until the end of the section at ~MP 273.4.

No more than about 10 – 20% of the route will encounter other than mild terrain or open areas, with the exceptions typically associated with streams and drainages.

Approximately 21 road bores, 1 pipeline corridor crossing (in addition to the 1 crossing of the paralleling corridor), 3 open-cut road crossings, 20 open-cut waterway / drainage crossings and 9 foreign line crossings (including those contained in the 2 pipeline corridor crossings) have been identified.

The tally of fence lines that must be gapped for and restored following construction, including a permanent gate where indicated in the Construction Line List, stands at 95 barbed wire, 13 wire, 2 pipe and 9 game.

Seven (7) PI’s of 23° and greater will be addressed with trimmed segmentable elbows and 1 transition piece at each location.

The connection of MOV-252.9 to the main pipeline and the construction of BV-273.5 are included. CONTRACTOR will complete all civil, structural, fencing, piping, electrical, communications, painting, etc. at BV-273.5. Even though a manually-manually operated valve site, electrical service will be provided and connections made by CONTRACTOR for the preview densitometer at BV-273.5.


MP 273.5 to Corsicana

The short ~5.9-mile section from BV-273.5 to Corsicana parallels no known pipelines, is laid out for an easterly direction of construction and has only 1 short area of reverse lay, between ~MP 275.5 and ~MP 275.6.

This portion of the route contains 25 barbed wire, 9 wire and 1 game fence crossing, which must be gapped and restored and possibly gated during final clean-up.

The section will contain approximately 6 road bores, no directional drills, 0 open-cut road crossing, 11 open-cut waterway / drainage area crossings, and 2 known foreign pipeline crossings. Six (6) PI’s of 23° and greater will be addressed with trimmed segmentable elbows and 1 transition piece at each location.


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2.4 DETAILED CONSTRUCTION & KEY MILESTONE SCHEDULE

CONTRACTOR shall submit a detailed construction schedule for each pipeline spread, as a component of the bid quotation, and shall update the specifics of this schedule and for each proposed job location regularly during construction.

The schedule is required to reflect all necessary activities from mobilization through finish clean-up and demobilization, along with the anticipated duration of each, as well as the overall sequence of activities.

CONTRACTOR’S Construction Schedule, which must reflect the milestone dates above, will become part of the Contract Documents. Additionally, CONTRACTOR shall include, in the project schedule, the following COMPANY holidays as Work shutdown days beginning September 1, 2014:

Holiday Date

Labor Day September 1, 2014

Day Before Thanksgiving November 26, 2014

Thanksgiving November 27, 2014

Christmas Eve December 24, 2014 – see below

Christmas December 25, 2014 – see below

New Year’s Day January 1, 2015 – see below

Christmas to New Year’s Shutdown December 26, 2014 through January 5, 2015

Memorial Day May 26, 2015

Additional/overtime work by CONTRACTOR, if necessary to comply with the milestone dates set forth above, will not be considered for any extra compensation due to CONTRACTOR by COMPANY.

CONTRACTOR is advised that any proposed changes to the start, tie-ins complete, substantial completion and final completion dates stated above must be submitted to COMPANY in writing, prior to bid submittal.

Should inclement weather delay final clean-up, CONTRACTOR will be compensated for the portion of the Work which has been completed, according to the terms of these Contract Documents.

3.0 COMPLIANCE

3.1 HEALTH & SAFETY

All Work shall be performed in strict compliance with the COMPANY’S safety policies (Exhibit B) and CONTRACTOR’S health and safety policies, procedures and plans. The most stringent policies and practices shall govern.

CONTRACTOR will take all necessary precautions to protect personnel and property from injuries or damage due to falls, fumes, fire, explosion, or other hazards presented by the Work. It shall be CONTRACTOR’S responsibility to secure, train, and provide adequate personnel to protect landowners, the public, and COMPANY properties, employees, sub-contractors, and agents.

CONTRACTOR and COMPANY shall each provide and have in place a Designated Representative, prior to commencing any Work, with the responsibility to communicate regarding safety policies and procedures and potential hazards or Hazardous Materials in the Work areas, regardless of whether such hazards are addressed by federal, state or local law and regulations.

CONTRACTOR shall immediately notify COMPANY of any hazardous substances encountered



during construction and CONTRACTOR’S plan for evaluation and control. These substances include but are not limited to asbestos, arsenic, benzene, carbon monoxide, formaldehyde, spilled gasoline or other petroleum hydrocarbons, glass wool fibers, lead, polychlorinated biphenyl, radio nuclides, soot, tars, mineral oils and any unexplained or excessive gasoline engine exhaust, diesel engine exhaust, smog or tobacco smoke.

CONTRACTOR personnel will be required to wear proper PPE (such as, steel toe boots, hardhats, gloves, and eye/face protection, etc.) as described in COMPANY’S (Exhibit B) and CONTRACTOR’S Safety Manuals. Electrical PPE is also required while working around energized equipment (Specification HS-G-004: Electrical Safe Work Practices).

CONTRACTOR shall have a written Fire Protection Plan which, at a minimum, shall include the following:

Fire Retardant Clothing (FRC) and fire retardant vests, as required

One (1) designated Fire Watch individual (with spark shield) on the firing line per a maximum of six (6) welders and a minimum of one (1) / each per mini gang if less than or equal to six (6) welders, within line of sight of the work, and one (1) with the pipe gang, during all above ground welding or grinding, to be maintained for at least one-half hour after the work is completed.

One (1) designated Fire Watch individual (with spark shield) during all trench (tie-in) welding or grinding, to be maintained for at least one-half hour after the work is completed.

Operating within the vicinity of pipeline construction activities, provision shall be made for one (1) water truck with the firing line and one (1) water truck with the pipe gang. Both trucks shall have appropriate pumping capability along with necessary hoses and qualified attending operators to address potential fire events in these work areas.

3.2 ANTI-DRUG PLAN AND TESTING REQUIREMENTS

CONTRACTOR shall have in place an ‘Anti-drug Plan and Testing Requirements’ for employees and sub-contractors. COMPANY reserves the right to perform random drug and alcohol screening of all CONTRACTOR and sub-contractor employees. Refer to ‘Instructions to Bidders’ for additional information.

3.3 IMMIGRATION REFORM AND CONTROL ACT OF 1986

CONTRACTOR shall provide documentation stating compliance with the ‘Immigration and Reform Act of 1986’.

3.4 REFERENCED DRAWINGS, PLANS, CODES AND STANDARDS

The Work shall be carried out in strict accordance with:

The Contract Documents

U.S. Department of Transportation Code of Federal Regulations (CFR), Title 49 Part 195

ASME B31.4, NFPA 70 (National Electric Code) and OSHA 1926 Subpart P “Excavation Standards”, latest editions, and all federal, state, county, city, and any other local codes and regulations.

API 1102, API 1104 and API 1110

COMPANY Construction Standards, Procedures and Specifications incorporate by reference additional industry codes and standards which apply to the subject matter of the particular document.


Prepared by:

4.0 PIPE

CONCOMcompplus ConsCOMconta

For indicrefinefrom

CONCOMcondpartieactivportio

COMcounCON

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In geCON

4.1


ReferProce

ELINE DETAI

NTRACTOR MPANY, conspleting the coSpreads 24-

struction TerMPANY Standained in the C

anticipated pated pipeline ed further onthe pipeline a

NTRACTOR uMPANY statioduct and coordes. If necessities of other on of the Wor

MPANY will prnty Road OpeNTRACTOR.

ommodations ecessary, COovide adequa

eneral, the eNTRACTOR, f

REPORT

CONTRAthe Work,

D4.1.1

Inaw®

W4.1.2

CthpWC

W4.1.3


r to Exhibits edures and De

LED SCOPE

shall providumables, equ

onstruction, in-1 to 24-4, inrms & Conddards, MateriaConstruction B

pipeline conshorizontal dis the Pipeline as-built surve

understands tons and facildinate work insary, CONTRcontractors

rk, if necessa

rovide all envening Authori

for CONTRAONTRACTORate accommod

extent of thefor each of the

S & SUBMITT

ACTOR is requ including but

Detailed Cons

n conjunction nd provide th

which details a®, Microsoft P

Weekly Work

CONTRACTOhe activities permits, mate

Work ScheduleCONTRACTO

Weekly Progr

peline eline

B, C, D, E aetails.

E OF WORK

e all labor,uipment, supenstallation, don accordance

ditions, Scopals, Permits /Bid Package.

truction quanstance is appConstruction

ey data.

that related ality sites whin a manner th

RACTOR will and third-parry.

vironmental anizations, Agre

ACTOR and sR shall coordindations and s

e Work to be 5 pipeline s

TALS

uired to providt not limited to

struction & K

with the subhe Detailed Call phases of troject ®, or o

Schedule

R shall prepaplanned, manprial receipts, e shall be subR, throughou

ress Meeting

Page 28 of

and F1 for a

tools, thoservision and

ocumentation e with the e Of Work, / Restrictions

ntities, refer proximate. Den Alignment S

and unrelatedich are assohat does not coordinate th

rties and will

nd crossing peements For

subcontractornate efforts wservices for pe

be performedspreads, inclu

de certain repo the followin

Key Mileston

mitted bid anConstruction &the SOW. Thther COMPA

are and submpower requirematerial sho

bmitted on a t the perform

g & Report

46

a list of the C

se materials all services and testing InstructionsUniform Bi

s, Drawings, E

to the Drawesign footageSheets (Exhib

d work perforociated with

interfere withhe Work schereturn at a la

permits (Exhibr Temporary

r personnel mwith state, couersonnel.

d and compleude, but are n

ports and subg:

ne Schedule

nd biweekly th& Key Milestohis schedule NY-approved

mit to COMPAement, and aortages, etc. day and timeance of the W

Construction

not specifics for and ing of COMPANs to Bidders,d Sheet, CoExhibits and

wings and “Ue will be showbit F); exact f

rmed by othethis project

h the day-to-dedule to accoater date to

bit H), with theClosure, etc.

may be limitedunty and loca

eted and seot limited to, t

bmittals as a c

hereafter, COone Scheduleshall be prep

d software.

ANY a Weeklany other spe

for the upcoe agreed uponWork.

(

Rev. B,

Specification

cally noted ascidental to peNY’S pipeline Insurance Ronstruction Sother Contra

niform Bid Swn on the Bid footage will b

ers may be iand CONTR

day activities ommodate thresume or co

e exception o. that shall b

d in the areasal agencies an

ervices to bethe following:

component of

ONTRACTORe per Sectionpared using M

(Weekly as A

ly Work Schecial requirem

oming week. n between CO

Weekly as Ag


02949‐GS‐9005

ns, Standards

s provided byerforming ande Spread 20-RequirementsSpecificationsct Documents

Sheets”. TheDrawings and

be determined

n progress aRACTOR sha

of these othehe overlappingomplete some

of TXDOT andbe secured by

s of the Worknd businesses

e provided by

f executing

(Biweekly

shall preparen 1.2.2 aboveMicrosoft Exce

Agreed Upon)

edule showingents including The Weekly

OMPANY and

greed Upon)

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or the weeklyProgress Repoweek, includin

xecution of thSchedule shaCOMPANY an

se these repo

Construction

CONTRACTOefore 6:30 amaily activities

nspector of ahanges to the

Utility Locatio

At the beginninotential to im

he Utility Locauch facilities.

Material Test

CONTRACTOMercer, shall t

quipment. Theat, coil and j

Unpriced Cop

CONTRACTOCONTRACTO

Compaction T

CONTRACTOhe results o

ncluding the c

Concrete Mix

CONTRACTOontemplated o less than 3-

esting Labor

CONTRACTOesting laborathan 3-days pr

est Cylinder

CONTRACTOCONTRACTOhe selected te

Slump Test D

peline eline

y progress meort showing tg an itemizedhe SOW as dll be submitt

nd CONTRACorts for progre

Activities Sh

R shall submm. The shees to be perfoany changes e Daily Activity

on Procedure

ng of each Wmpact existingation Procedu

Reports (MT

R, in cooperatrack all matehe MTRs shajoint number(

pies of Purch

R shall submR-furnished e

Testing

R shall perfof the compa

coordinates of

Design(s)

R shall furnto be used. T-days prior to

ratory Inform

R shall furnitory to be utilrior to placem

rs

R shall collR shall be res

esting laborato

Documentatio

Page 29 of

eeting, CONThe scheduledd breakdown detailed by theted to COM

CTOR, througess tracking a

heet

mit a Daily Aet will reflect

ormed by eacfrom the pl

y sheet shall

e

Work day and g and buried ure form (Exh

TR’s)

ation with COerial inventorieall be legible cs).

hase Orders

mit to COMPequipment an

orm compactioaction testingf all test readi

nish COMPAThese mix de placement o

mation

sh COMPANized. This in

ment of the firs

ect test cylsponsible for ory.

on

46

TRACTOR shd progress veof the percene initial Key MPANY on a hout the perf

and documen

ctivities sheecrew locatio

ch. CONTRAlanned CONTbe approved

prior to comfacilities, CO

hibit J3) for ea

OMPANY’S mes and gathecomplete cop

PANY unpricnd materials w

on testing as shall be reings, immedia

(3-Day

NY with subesigns shall b

of the first con

(3-Day

NY with the nformation shst concrete.

inders at thcollecting the

hall prepare aerses actual pnt complete ofMilestone Sch

day and timformance of thtation of the p

et to the Chien(s) by statioACTOR shalTRACTOR Dby the Chief

mencing conONTRACTORach crew hav

material managr MTR’s for a

pies that show

ced copies owithin three (3

directed in tecorded and ately after per

ys Prior to Fir

bstantiating dbe submitted ncrete.

ys Prior to Fir

name and chall be submit

he time of e test cylinder

Rev. B,

and submit to progress fromf Key Milestohedule. The

me agreed uhe Work. COproject.

ef Inspector eoning along tll immediatelyDaily ActivitieInspector.

nstruction actiR shall preparving the poten

(U

gement subcall applicable w serial numb

(Within 3 D

of purchase 3) days of the

(At tim

the Constructsubmitted to

rforming the t

rst Placement

data of eachto COMPANY

rst Placement

contact informtted to COMP

(At time o

any concretrs and transp

(At time o


02949‐GS‐9005

COMPANY am the previous

nes within theWeekly Wor

upon betweenOMPANY sha

(Daily)

each morningthe ROW withy notify Chie

es sheet. A

(Daily

vities with there and submntial to impac

Upon Receipt)

ontractor T.Gmaterials and

ber(s) and / o

Days of Order

orders for air purchase.

me of Testing

tion Drawingso COMPANYtest.

t of Concrete)

h mix designY for approva

t of Concrete)

mation for thePANY no les

of Placement

e placementporting them to

of Placement

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CONTRACTOesults of the fter performin

Compressive

CONTRACTOeports for eacays following

Hydrostatic T

CONTRACTOipe to the CO

Hydrostatic T

or HDD’s aocumentationhall include a

nfo on the froest company, he hydrostatic

certification. ydrostatic tes

Construction

CONTRACTOet of red-lined

Work which shut not be lirientation, marawings shall

he Work as aDrawings.

RUCTION SUP

ACTOR shall n execution o

Designated C

CONTRACTOManager for th

ehalf of CONr equipment,

or execution o

CONTRACTOrior consent ontinued prog

CONTRACTOCONTRACTOontractor pers

Designated E

peline eline

R shall perfoslump test s

ng the test.

Strength Te

R shall provch cylinder bre

the test.

Test Plan / Pr

R shall prepaOMPANY.

Test Records

nd bore pipn within 24-hoat a minimumnt: signature date, start an

c test equipme CONTRAC

st.

Drawing As-

R shall be red drawings (fhall be availamited to, diaterials, tag nl be submitteda record of t

PERVISION

be responsiof the SOW, in

Construction

R shall desighe performanTRACTOR inprocure mate

of the Work.

R may not reof COMPAN

gress within th

R’S ConstruR activities wsonnel.

lectrical & In

Page 30 of

orm a slump shall be reco

est Reports

vide COMPAeak. These r

rocedure

are and subm

s

pe, CONTRAours following: original hydof both the in

nd end pointsent calibration

CTOR shall c

-Built Red Li

esponsible forfor both the pable for COMmensional in

numbers, etc.d to the COMthe Work pe

ble for all cncluding but n

Manager

gnate a full tce of the Wo

ncluding, but erials and ser

eplace the indNY. This rehe execution

uction Managwith the COM

nstrumentatio

46

test at therded and sub

ANY with copreports shall b

mit a hydrosta

ACTOR shallg completion drostatic test cnspector and

s / location / nn certificationcomplete the

ine Mark-Ups

r continuouslypipeline and t

MPANY reviewnformation fo. A completeMPANY withinrformed and

construction snot limited to,

time, competeork. This indinot limited torvices, and m

dividual desigequirement isof the Work.

ger shall beMPANY, COM

on (E&I) Con

time of the bmitted to th

(Within

pies of the cbe submitted

(30 D

atic test proc

(Within

l submit all of the test. Tchart recorde

d the test techame of piece

n, and the hyde required C

s (Within 2

y maintainingthe valve sitew. Red-linedor piping fabed clean and n two (2) wee

to be used

supervision a, the following

ent individuavidual shall h

o, the authoritymake scheduli

nated as Cons intended to

e responsibleMPANY’S rep

nstruction M

Rev. B,

concrete place COMPANY

2-Days of Cy

compressive to the COMP

Days Prior to

cedure for HD

n 24 Hours Fo

required hyThe hydrostater wheel (withhnician, name

e(s) or part(s) drostatic test tOMPANY fo

2 Weeks After

g an updated es) during exd information brication, deplegible set of

eks following in preparatio

and oversighg:

l to serve ashave full authy to supply adng decisions

nstruction Mao ensure con

e for coordipresentatives

anager


02949‐GS‐9005

cement. TheY immediately

ylinder Break

strength tesPANY within 2

Hydrotesting

DD’s and bore

ollowing Test)

ydrostatic testic test result

h the followinge of the hydrobeing tested)technician OQ

orms for each

r Completion)

and accurateecution of theshall include

pth of coverf the red-linedcompletion o

on of As-Bui

t services a

s Constructionority to act ondditional laboas necessary

anager withounsistency and

ination of a, and all sub

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Prepared by:

4.3

4.4


CC

D4.2.3

Cfo

C4.2.4

Cfoex

C4.2.5

CbdchA

PROPOS

30 days contact dautilization

GENERA

Refer to Preparatio

M4.4.1

CetspClo

C4.4.2

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C4.4.3

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AcoC


CONTRACTOConstruction M

Designated S

CONTRACTOor the perform

Construction

CONTRACTOoreman level,xperience sum

CONTRACTO

CONTRACTOefore 6:30 amaily activities hanges from

Activity sheet s

SED SUB-CON

prior to consata for all subof any propo

AL REQUIREM

COMPANY on”.

Mobilization /

CONTRACTOtc. from their pecified Scop

CONTRACTOocation by CO

Construction

CONTRACTOecessary to c

ocation and pquipment, sto

Upon complety CONTRACT

CONTRACTO

CONTRACTOupport and me located at o

All field officeommunication

CONTRACTO

peline eline

R shall desiManager for p

afety Officer

R shall desigmance of the W

Crews

R shall prov, that will be mmary for ea

OR Daily Coo

R shall submm. The sheeto be performthe planned

shall be appro

NTRACTORS

struction startb-contractors

osed sub-cont

MENTS

Construction

/ Demobilizat

R shall transoriginating lo

pe of Work. FR, all equip

ONTRACTOR

Staging Are

R shall locatecomplete the rovide adequockpiled pipeion of construTOR.

OR Field Offic

R shall provimanage constor near the sta

e temporary ns, sanitatioR. Upon com

Page 31 of

ignate a full performance o

r

gnate a full tiWork.

vide the namutilized, if a

ach of the key

rdination

mit a daily aet will reflect med by each.CONTRACT

oved by the C

S

t, CONTRAC proposed totractors is sub

Standards N

tion

sport all equiocation(s) to tFollowing conment, labor,

R.

ea(s)

e, provide, seproject. The

ate space, site, materials, uction, the st

ce(s)

de, set up, sruction activitaging area(s)

services suon facilities,mpletion of co

46

time, compof E&I work.

me, compete

es of the keawarded the y supervisory

activity sheet crew locatio

. CONTRACTOR Daily AcChief Inspecto

CTOR shall so assist if CObject to COMP

Nos. 100, “G

ipment, laborthe respectivenstruction or w

tools, etc. s

et up, and me staging arete drainage, afield offices

taging area(s

secure and mties. Prefera).

uch as acce potable wonstruction, a

petent individ

ent individual

ey supervisorWork, as wepersonnel ide

to the Chien(s) by statio

CTOR shall noctivities sheetor.

upply COMPNTRACTOR PANY approv

General Requ

r, tools, conte job site as rwhen determshall be tran

aintain the coea(s) must beaccess and re, conducting

s) shall be res

maintain the fbly, CONTRA

ess, parkingwater, etc. all field office(

Rev. B,

dual to serve

to serve as

ry personnel,ell as a shortentified.

ef Inspector eoning along totify Chief Ins. All change

PANY with this awarded t

val.

uirements”, a

tractor-furnishrequired for c

mined no longensported from

onstruction ste convenient elated accom

fabrication astored to orig

field office(s) ACTOR’S fiel

, power, ligshall be

(s) and tempo


02949‐GS‐9005

e as the E&

Safety Office

down to thet work-related

each morningthe ROW withspector of anyes to the Daily

e names andthe Work. The

nd 300, “Site

hed materialscompleting theer required bym the projec

taging area(sto the projec

mmodations foactivities, etcginal condition

necessary tod office(s) wi

hting, HVACprovided by

orary services

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Prepared by:

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hall be remCONTRACTO

COMPANY Fie

CONTRACTOCOMPANY an

ffice will be lo

All field office tnd high-speerovided by C

emporary serondition by C

COMPANY’S twide office tra

ffices and wil’ folding tableffice), twenty igh speed inte

TE MANAGE

Waste Manag

CONTRACTOanitation facil

Portable, chemnvironmental taging area(segularly mainacilities. ThEnvironmenta

C1).

Security

CONTRACTOersonnel if

materials, etc.ours.

Road Safegua

During construrotect the roay installing s

warning signs

o minimize mccess roads

CONTRACTOomprised of 6ompletion of c

hroughout th

peline eline

moved / disR.

eld Office

R shall provnd COMPANYocated at or n

temporary seed Internet coCONTRACTOrvices shall ONTRACTOR

temporary fieailer. At a ml be fully equies, six (6) “sw

(20) folding ernet, toilet, a

MENT

ement & San

R shall provities for use b

mical toilets and health im

s), along andntain these fahese facilitieal Best Manag

R shall be renecessary, f. and for all

ards & Maint

uction activitiead surface froteel plating, and flagmen

mud tracking s which enteR designed t6-8” rock. Thconstruction.

he project an

Page 32 of

connected a

vide, set upY inspectors,ear the stagin

rvices such aommunicationOR. Upon be removed R.

eld office shalminimum, the ipped with cowivel” office cchairs, 2 x w

and daily clea

nitation Faci

vide and maby CONTRAC

shall be usempacts from d always withacilities to ens shall be gement Pract

esponsible fofor all COMareas of con

tenance

es across anm constructioor as stipulawill also be p

on TXDOT her / exit oftire scrubber hese are to b

nd near all c

46

and the site

, secure an, representatng area(s) an

as access, pans, sanitationcompletion o/ disconnec

ll consist of otrailers shal

opy machineschairs, four (4water coolersaning services

lities

aintain the nCTOR and CO

ed to eliminathe disposal

hin the ROWnsure the op

furnished atice” provided

or furnishing sPANY and nstruction ac

nd adjacent toon equipmentated otherwisprovided by C

highways anff said highentrances ge

be removed a

construction

e restored

d maintain tives, etc. Pnd CONTRAC

arking, power,n facilities, poof constructiocted and the

one (1) doubll collectively , desks, four 4) locking 4-d

s, 2 x refrigers.

necessary trOMPANY per

ate water poof human wa

W as necessaerating and

and located under the Co

site security, CONTRACTO

ctivity, during

o blacktop rot and shall gue in the perm

CONTRACTO

d paved couhways and enerally not land restored t

activity, CON

Rev. B,

to original

a field officereferably, CO

CTOR’S prima

, lighting, HVAotable water,on, all field e site restore

e-wide and ocontain a fo(4) x 6’ foldindrawer file carators, six (6)

rash disposasonnel.

llution and oaste and wasary. CONTRsanitary condin accordan

ontract Docum

including 24OR furnisheworking and

oads, CONTRuard or span tmit requiremeR.

nty roads, alpaved roadsess than 50’ to previous c

NTRACTOR


02949‐GS‐9005

condition by

e for use byOMPANY fieldary field office

AC, telephone etc. shall beoffice(s) and

ed to origina

one (1) singleour (4) privateng tables, (4) xabinets (1 pe) phone lines

al, waste and

other potentiatewater at the

RACTOR shadition of suchnce with thements (Exhib

-hour securityd equipmentd non-working

RACTOR shathe open ditchents. Traffi

ll constructions shall havein length and

condition upon

shall provide

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Prepared by:


p

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aved highway

Subject to peeriodic mainteoads along wf construction

ntervals throug

CONTRACTOpproval from

Property Prot

CONTRACTOtringing, bendnd usage) an

The w

Any ad

Specifapprov

In isoland ar

CONTRACTOCOMPANY. COMPANY, aMaps (Exhibit ag all drivewaestruction.

CONTRACTOExhibit G) Rnnecessary d

andowners oreave or operahe alignment he ROW.

CONTRACTOacilities, pipelmeans is requ

arriers, placinelocating the p

Whenever, whhe ROW or no additional ubsequent re

peline eline

y sweepers a

rmit restrictioenance and r

with other gradn. These aghout execut

R shall not mCOMPANY a

tection

R clearing, gding, weldingd other const

idth of the co

dditional work

fic temporary val by COMP

lated cases, rranged by CO

R shall useConstruction

s shown on F); however

ays and acce

R’s pipeline ROW restrictiodamage or inr tenants of pate off of the c

sheets (Exhi

R shall commlines, utilities,uired, includinng all timberplanned align

herever and hear the ROWcharge to

location.

Page 33 of

s required to

ons and requrepair of all sded and agricreas shall bion of the Wo

modify any pand the gover

grading, grubb, coating, laytruction activit

nstruction RO

king space pro

access routeANY

specific temOMPANY.

e only publicn access roathe Pipeline

r, prior to conss roads ass

construction ons and req

nconvenience property. At nconstruction Ribit F) except

municate with etc. and sha

ng providing ar mats or conment, etc.

however timbW, CONTRAC

COMPANY

46

maintain a cl

uirements, COstate, county, cultural arease rigorously

ork and again

ublic road (Crning agency.

bing and hauying, drilling, ties along the

OW.

rovided by CO

es arranged

porary acces

c and non-pads have beAlignment Sh

nstruction, COuring such m

operations squirements a is caused tono time will CROW or additt by designat

th the ownersall protect thoadditional buonstructing be

ber mats are CTOR shall pr

for the initia

lean road surf

ONTRACTORprivate, and

s which are dmaintained prior to final

County, State

uling away deback-filling, ce pipeline rou

OMPANY.

for by CONT

ss routes ide

public accesseen identifieheets (ExhibONTRACTORarking / flagg

hall comply wand shall be o the public, CONTRACTOtional work spted access ro

s of existing ose facilities ffer zone, coerms before

required throrovide at all tial supply an

Rev. B,

rface.

R shall be reCOMPANY oamaged duriand restoredCOMPANY a

e, etc.) withou

ebris, ditchingchemical toilete shall be co

TRACTOR, su

entified by CO

s roads pre-d and numbit F) and proR shall identifging are positi

with Construcconducted

public roads OR personnel pace locationoads (Exhibit

above-grounfrom damagenstruction fencrossing wit

oughout the ptimes and thend placemen


02949‐GS‐9005

esponsible foowned accesng the coursed on frequenacceptance.

ut written pre

g, boring, pipeets (placemenonfined to:

ubject to prio

ONTRACTOR

-approved bybered by the

oject Overviewfy and mark ioned to avoid

ction Line Lissuch that noand facilitiesor equipmens as shown inF) and along

nd and buriede by whatevencing or otheth equipment

projects alongese shall be ant or for any

4 4

5

or s e nt

e-

e nt

or

R

y e w /

d

st o s, nt n g

d er er t,

g at y


Prepared by:

4.6


E4.5.5

CMa

Cst

Cd

Cstwm

E4.5.6

PCawtr

D4.5.7

Cadreaad

E4.5.8

APfocoCth

S4.5.9

Cstcoex

ACCEPTA

In4.6.1

Atoshad


Environmenta

CONTRACTOManagement P

daily basis, a

COMPANY wtorm water m

CONTRACTOistribution of w

CONTRACTOtipulations, a

washing beforminimize, as p

Environmenta

Prior to any coCOMPANY’S

n environmenwho will not raining, which

Designated S

CONTRACTOllowable usesaily to ensureefueling areasnd in a mandjacent water

Emergency R

After a contracPlan to the COor both mediconstruction.

CONTRACTOhis plan.

Site Clean-Up

CONTRACTOtaging area(sonstruction dxecution of th

ANCE STAND

nstallation Re

All pipeline faco the satisfacthall be repairdditional cost

peline eline

al Best Mana

R shall be resPractice”, incall erosion con

ill furnish Enitigation meas

R shall exercwater in irriga

R is to be awas noted on re any entry

practical, the n

al Awareness

onstruction acEnvironmentantal awarenesattend the i shall be pre-

ervice and R

R shall idents of service ae no refuse s shall be loc

nner that will rs in the even

Response Pla

ct has been aOMPANY for acal and fire eIn remote locR shall work

p

R shall conds) and assocdebris, trash,he Scope of W

DARDS

equirements

cilities shall betion of COMPred or replacet to COMPAN

Page 34 of

agement Prac

sponsible for luding but nontrol outlined

nvironmental sures to ensu

cise every carated lands.

ware that certhe Constru

y on to that number of tim

s

ctivity on the al Inspector tss review. Foinitial meetin-approved by

Refueling Are

tify the locatand refueling is left on thecated at leas

prevent the nt of a spill.

an

awarded, COapproval. Thmergencies wations, CONT

k with the loc

duct daily cleciated work , and waste

Work.

s

e fabricated aPANY. All faced by CONTR

NY.

46

ctice

the day-to-daot limited to, fu

(Exhibit C1).

Inspection foure daily com

re to prevent

rtain ROW lauction Line L

parcel. Onmes vehicles m

ROW, all COto review env

or any CONTRng, CONTRA

the Chief Ins

eas

tion, size, incareas. These

e ground or tt 100’ from ddirect entra

NTRACTOR he plan shall iwithin and beTRACTOR shcal emergenc

eanup and marea(s), inclu

e materials w

and installed cilities deemeRACTOR to t

ay execution urnishing, ins

or monitoringpliance.

interference w

and parcels hList (Exhibit Gn these parcmust make en

ONTRACTORvironmental cRACTOR per

ACTOR will pspector.

clusion of see areas shall that spills havdesignated Rinment of an

shall provideinclude a comeyond the immhall provide dicy response a

maintenance uding but nowhich are p

square, leveled to be out othe satisfactio

Rev. B,

of the “Envirostalling, and m

g CONTRAC

with the norm

have noxious G), which reels, CONTRAntrance to the

R personnel sconcerns andrsonnel hired provide simil

econdary conbe cleaned a

ve occurred. iparian Zones

ny fuels or s

e an Emergenmprehensive rmediate vicinirect availabilagencies whe

of the constot limited to, produced dur

, plumb, and of tolerance bon of COMPA


02949‐GS‐9005

onmental Besmaintaining on

CTOR-installed

mal supply and

weed controequire vehicleACTOR is to

e ROW.

hall meet with participate insubsequentlyar orientation

ntainment andand inspected Service and

s (Exhibit C1ubstance into

ncy Responseresponse plan

nity of pipelineity of an EMTen developing

ruction ROWdisposing o

ring the daily

perpendiculaby COMPANYANY and at no

4 4

5

st n

d

d

ol e o

h n y n

d d d ) o

e n e

T. g

W, of y

ar Y o


Prepared by:

4.7

4.8


C4.6.2

CasC

W4.6.3

ACp

SURVEY

P4.7.1

CascowPare

Sa

Dinp

Cinn

Cco

Caco

C4.7.2

DthTre

CdoD

A

MATERIA

A portion shall prov


Construction

CONTRACTOssociated pi

Construction S

Working Syst

All foundationCONTRACTO

urpose of tran

SERVICES &

Pre-Construc

COMPANY shs-built surveyonstruction R

will utilize realPI’s, existing

ccording to equirements.

Stakes and mand to ensure

During construnformation; protection test

CONTRACTOncluding weldumber, to pro

CONTRACTOollection prior

CONTRACTOnd shall provompleted HD

Construction

During construhoroughly gatransportationequirements.

CONTRACTOocumentation

DOT audit.

All regulatory d

ALS & EQUIP

of the requirvide all othe

peline eline

& Contract F

R shall be rpeline facilit

Schedule.

tem

ns, pipe andR shall funcnsporting and

& CONSTRU

tion, Constru

hall provide ay services r

ROW and worl-world coordfacilities, etcCOMPANY

arkers shall bthat all Work

uction, surveproviding rea

stations, pipe

R shall prover identificati

ovide an as-bu

R shall provr to backfill.

R shall dailyvide to said suD’s and bores

Documentat

uction, CONTther and organ (DOT), CFR

R shall coordn and shall a

documentatio

PMENT

red materials er required

Page 35 of

Fulfillment

responsible fties in acco

fittings, valction togethed handling cru

CTION DATA

uction and A

ll pre-construrequired, inclrking space, cinates to pre

c. All constrfeature code

be placed as nremains with

ey crews shal world cooreline crossing

vide to surveyon, x-ray numuilt survey of

vide COMPA

y coordinate aurvey staff cos.

tion

TRACTOR shanize all inforR, Title 49 Pa

dinate with COassist COMPA

on shall be ma

will be supplmaterials for

46

for the compordance with

ves, instrumr as a prop

ude oil.

A

As-Built Surv

uction, construluding those collect constr

ecisely documruction informes, data dict

necessary to hin the acquire

all capture ardinates for gs, appurtena

y crews all amber, pipe jothe pipeline a

ANY surveyo

and communonstruction an

hall coordinatrmation necesrt 195 and AS

OMPANY to ANY, as nec

aintained on-s

lied by COMPr construction

plete construh the Contr

mentation, anerly working

vey

uction, site elto set cont

ruction data, ment depth-ofmation will betionary, data

ensure propeed working ar

ll girth weld,the location

ances and oth

applicable dooint number, and each app

ors adequate

nicate with thnd as-built su

te and suppossary to comSME B31.4 c

prepare, maicessary, in th

site.

PANY (Exhibn of the pip

Rev. B,

uction of the act Docume

d equipmentsystem for

levation andtrol, stake cetc. Survey sf-cover, welde collected aabase symbo

er alignment oreas and ROW

, x-ray, pipeof welds, P

her features.

ocumentationpipe coil num

purtenant faci

e time to co

he COMPANYurvey informa

rt all COMPAply with the D

construction d

intain and filehe initial pos

it K1) and COpeline and v


02949‐GS‐9005

pipeline andents and the

t installed bythe intended

boundary andcenterline andsub-contractos, pipe joints

and organizedols and othe

of the pipelineW.

, welder, etcPI’s, cathodi

n of the weldmber and heality.

omplete data

Y survey staftion for all the

ANY efforts toDepartment odocumentation

e this requiredst construction

ONTRACTORvalve sites in

4 4

5

d e

y d

d d

or s, d

er

e

c. c

d, at

a

ff e

o of n

d n

R n


Prepared by:


accordanc

CONTRACity Statio

R4.8.1

PcomCaE

CpcuaCb

Csuas

Aco

Cpstinby

Cfu

G4.8.2

SmCaceC

Ca


ce with the C

ACTOR shall on, Abilene, G

Receipt, Hand

Prior to acceonduct an ins

may assist witCONTRACTO

nd installing Exhibit K1 for a

CONTRACTOerform the nurrent recordnd damages

COMPANY-fure returned to

CONTRACTOupplied matessembly, test

All COMPANYonstruction, to

Garde

Abilen

Granb

Hillsb

CONTRACTOreventative otorage. Equ

nstrumentatioy the manufa

CONTRACTOurnished equi

General Requ

Should miscelmaterials shallCONTRACTO

ccompanied ertification, e

COMPANY sh

CONTRACTOny CONTRAC

peline eline

ontract Docum

take possessGranbury and

dling & Care

pting custodspection to idh this activityR is responsiall CONTRACan overview o

R shall be renecessary was, including b

s, and invenrnished mateCOMPANY o

R shall becorial and equipting and placi

Y supplied mo the followin

en City, TX

ne, TX

bury, TX

oro, TX

R shall takeil or covering uipment or mn or cathodiccturer or as o

R shall be spment and m

uirements for

llaneous matl be of a typeR furnished by compre

etc. Any Call be remove

R shall furnisCTOR furnish

Page 36 of

ments and Co

sion of COM Hillsboro.

of Materials

y of any Cdentify, recory; however, thble for receivCTOR and Cof the materia

esponsible foarehouse admbut not limitedtory surplus rials withdrawor shall be rep

ome familiar wpment and shng equipmen

material will bg locations:

Spread

Spread

Spread

Spread

necessary sto protect ma

materials whc protection eotherwise app

solely responsmaterials once

r CONTRACT

terial be requ, grade, and materials sh

ehensive maCONTRACTOed at CONTR

sh the Manuhed materials,

46

onstruction D

MPANY-suppli

& Equipmen

OMPANY-surd any damaghe inspection ving, inspectinCOMPANY-fuals and equipm

or proper conministrative dd to, tally of m

remaining uwn from invenplaced or paid

with manufachall follow mat into operatio

be delivered

20-1

24-1

24-2, Spread

24-4

steps such aaterial from mhich are senequipment shproved by CO

sible for anye CONTRACT

TOR Purchas

uired of CONquality equal

hall be pre-aanufacturing

OR provided RACTOR’S so

ufacturer’s Ma, as required

Drawings (Exh

ied pipe, valv

nt

pplied materge and notifyis CONTRAC

ng, loading, hrnished equipment provide

ntrol and careduties to tabmaterial receiupon complentory but not d for by CON

cturer’s shopanufacturers’ on.

either prior

d 24-3

as painting, mechanical dansitive to theall be suitabl

OMPANY.

y damage, losTOR has take

sed Material

NTRACTOR t to applicable

approved by documentatimaterials th

ole expense.

aterial Safetyby law, to be

Rev. B,

hibit F).

ves and fittin

rial, CONTRAy COMPANYCTOR’s sole auling, offloadpment and md by both par

e of all materulate, track, ipts, reportingetion of the permanently TRACTOR.

drawings foinstructions f

to the start

greasing or amage or correir environmy stored as r

ss or theft on receipt.

that is not spe recognized

COMPANYion – MTR

hat are not

y Data Sheetused on this


02949‐GS‐9005

gs at Garden

ACTOR sha. COMPANYresponsibilityding, handling

materials. Seerties.

rials and shaand maintain

g of shortageproject. A

installed sha

r COMPANYfor inspection

of or during

installing rusrosion while inent, such arecommended

of COMPANY

pecified, suchstandards. Aand shall be

R’s, hydrotesapproved by

ts (MSDS) foproject.

4 4

5

n

ll Y y. g e

ll n s ll ll

Y-n,

g

st n s d

Y-

h ll e st y

or


Prepared by:

4.9


R4.8.3

Cit

Sd

AinCWb

AFgb

PIPELINE

O4.9.1

CthumshAbyd

Cinex

Inexshcoowa

ACreco


Returning Su

CONTRACTOwas originally

Surplus materirected by CO

All line pipe punto nominal CONTRACTOWelder Identifi

e provided to

All line pipe pederal, Statereater than se charged ag

E CONSTRUC

One-Call Noti

COMPANY hahe pipelines (ltimately resp

municipal servhall be aware

Any such faciliy CONTRACetermination

CONTRACTOncluding (but xcavation or a

n areas wherexcavation or hall contact onfirm the locwner / operand foreign line

At least 24 hCOMPANY wiesponded to,ontacted.

peline eline

rplus Pipe an

R shall track y removed fro

rials shall beOMPANY.

ups longer thaforty (40)

R’S expenseication and Q COMPANY.

pups of less and local regix (6) feet andainst the CON

CTION

fications and

as completed (Exhibit F); hponsible to dvices and foree that no addiities not ident

CTOR’s invesof an excavat

R shall notifnot limited t

any activity w

e the new pipany activity wand coordina

cation and detor, pot-holine crossings a

hours prior tith written co, including th

Page 37 of

nd Materials

and return alom or as othe

cleaned and

an twenty (20foot length

e. Proper mQualification, e

than six (6) gulations by Cd less than twNTRACTOR

d Line Locat

advance worhowever, no determine theign pipelinestional pricing tified on the Pstigations shation plan.

fy all undergo) the State

which has the

peline will pawhich has theate with the pth of these pg shall, with

and at interval

to performingonfirmation thhe date and

46

ll surplus materwise directe

d all materia

0) feet shall bhs, welds cmaterial docuetc.) associate

feet in lengtCONTRACTOwenty (20) fefor the full ma

ting

rk to identifydepths have

he location as prior to anywill be provid

Pipeline Alignall be brough

ground utilitiOne-Call Sypotential to im

arallel other pe potential to

owners of sparalleling facCOMPANY pls as instructe

g work in anat all 3rd pa time of con

terial to the Ced by COMPA

als re-racked

be re-beveledcoated and umentation (Ned with these

th shall be dOR at no coset in length waterial cost pl

potential utilit been determ

and depth ofy excavation ded for excesment Sheets ht to COMPA

es and munystem, a minimpact buried

pipelines or bimpact these

such facilitiescilities. If notpre-approval,ed by 3rd part

n area, CONarty notificationtact and th

Rev. B,

COMPANY stoANY.

or stacked o

d, welded (NDexternally m

NDE, MTR’se fabricated pi

disposed of ust to the COMwhich are dispus transporta

ties that will bmined. CONf all undergractivities. CO

ssively deep l(Exhibit F) an

ANY’s Chief

nicipal servicimum of 72 or surface fa

buried facilitiee facilities, COs to pot-holet specified oth, be conducteies.

NTRACTOR ons have beee name of


02949‐GS‐9005

orage location

on pallets, as

DE performedmarked - a, weld mapsipe joints sha

under existingMPANY. Pupposed of sha

ation.

be crossed byNTRACTOR isround utilitiesONTRACTORine crossingsnd discoveredInspector fo

ces providershours prior tocilities.

s and prior toONTRACTORe and visuallyherwise by theed at all P.I.’s

shall provideen placed andthe individua

4 4

5

n

s

d) at s, ll

g s ll

y s s, R s. d

or

s, o

o R y e s

e d al


Prepared by:


R4.9.2

CnCRuofCcld

CpesCC

R4.9.3

Cseotathla

Twdse

Wredo

D4.9.4

CaD

Tcrwb

Crere

Dro

Cmco


Route Verifica

CONTRACTOew pipeline

COMPANY suROW to exist

nderground fffsets necess

COMPANY tolearances anisturbing any

COMPANY surior to the sstablish these

CONTRACTOCONTRACTO

Right-of-Way

CONTRACTOeparating of tther facilities nd exit the RO

he CONTRAandowners.

hroughout thwater truck or

ust generateeparate from

When prepariequirements ocuments.

Ditching & Ex

CONTRACTOccordance w

Drawings.

he pipeline mrossings and

with prescribeuoyancy are

CONTRACTOequired to exegardless of t

Due to the proock will not be

CONTRACTOmaintenance ooffer dams, tr

peline eline

ation and Av

R’S scope-of(as depicted

urvey crews),ing buried orfacilities, notifsary to safelyo realign thend offsets arexisting facili

urvey crews wstart of conste stakes and R constructioR at CONTRA

(ROW) Prep

R shall providtop soil, gradand traffic w

OW. No temCTOR since

he project antrucks and pd by equipmthose provide

ing and woof the permi

xcavation

R’S scope owith the ditc

minimum depcertain stream

ed clearancesindicated on t

R shall emploxcavate the the depth of e

oximity of exise acceptable.

R shall furnisof the ditch arench breaker

Page 38 of

voiding Exist

f-work included by centerlin

evaluating thr above-groufying COMPAy construct th affected pore not adequities.

will place thetruction andmarkers. An

on activities ACTOR expe

paration

de all ROW aing and the in

warning signs porary fencin

e this activity

d near all coaved highway

ment. As coed on the firin

rking along its (Exhibit H

of work incluh dimension

pth-of-cover isms and wet as. Areas of the Pipeline A

oy the appropditch regard

excavation.

sting pipeline

sh all materiaand other arers (Exhibit F),

46

ting Facilities

es verifying tne and edgehe proximity nd parallelingANY in the ehe new pipelortion of the uate to safe

e centerline aas necessar

ny survey stashall be imm

ense.

access, mownstallation of and personn

ng - to isolate y has been

onstruction ay sweepers ancerns water

ng line.

the ROW, H), ROW agr

udes excavans shown in

s typically 48areas, or as repossible and

Alignment She

priate equipmless of the t

s, CONTRAC

als and suppeas of excav, sheet piling,

s

the planned le-of-ROW staof this planneg or crossed

event that theine are not proute in the

ly construct

and edge-of-ry to subseqkes damaged

mediately re-s

wing, clearing all temporary

nel necessarylivestock frompreviously

ctivity, CONTas required tor trucks, thes

CONTRACTreements (Ex

ation and ditcthe Constr

8”, increasingequired to crod likely pipelieets (Exhibit

ment and indutype of soil

CTOR is to pl

plies necessavation, includi etc.

Rev. B,

ocation of theakes and maed centerline COMPANY

e minimum clprovided ande event thatthe new pip

ROW stakesquently and ad or removedsurveyed and

trees / brushy roads, fenc

y to safely accm the ROW -negotiated w

TRACTOR sho minimize anse additional

TOR shall adxhibit G) and

ching along ruction Speci

g to 60” minimoss existing bine weightingF).

ustry best praor rock enc

lan that blast

ary for the coing water co


02949‐GS‐9005

e route of thearkers set by and edge-ofor third-party

earances andd working witht the plannedpeline withou

and markersaccurately re as a result od replaced by

h / vegetationces, gates andcess, work on- is required owith impacted

hall provide and / or removel vehicles are

dhere to thed construction

the ROW inifications and

mum for roadburied facilitieg for negative

ctice methodsountered and

ting to remove

ompletion andntrol, shoring

4 4

5

e y f-y d h d

ut

s e-of y

n, d n of d

a e e

e n

n d

d s e

s d

e

d g,


Prepared by:


Ctie

T4.9.5

Cthafie

S4.9.6

Csk

CpG

P4.9.7

Ca

Pnw

Ca

W4.9.8

CwAC

Wma

Cw

W4.9.9

CvaaW

OraC

Cp


CONTRACTOed-in and the

opsoil Segre

CONTRACTOhe entire widtlignment, to aelds.

Stringing

CONTRACTOkids, unloadin

CONTRACTOipe (and othe

Garden City, A

Pipeline PI’s,

CONTRACTOligning and co

Pipeline horizoecessary to f

with field bend

COMPANY wind CONTRAC

Welding

CONTRACTOwelding procedAll pipe requireCOMPANY.

Welder single multiple qualifi

rranged by C

CONTRACTOwelding proced

Weld Inspecti

COMPANY shalve site assectivities and

Work Plan and

On this projecadiographical

COMPANY sta

CONTRACTOroject location

peline eline

R shall keep ditch is back

egation

R shall separth of the ROan anticipated

R’S scope-ong and stringi

R shall obtaier equipment Abilene, Gran

Bending & A

R will perforonfirm pipe ex

ontal PI’s witfollow the ters.

ll provide 3D CTOR shall fi

R shall welddures and weed for welding

qualification tcation testingONTRACTOR

R’S scope-ofdures, as wel

ion

hall be responembly weldinstaffing level

d rate of progr

ct, 100% of ly inspected.andards and s

R shall assisn which is diff

Page 39 of

the ditch in gkfilled.

rate, store, prOW in accordd depth of 2-4

f-work includng pipe from

n all permits and materialsbury & Hillsbo

Alignment

rm the necexterior identifi

h a deflectiorrain and ditc

segmentableeld-cut / trim

all pipe, pipelding persong procedure a

testing shall og shall be conR..

f-work includl as performin

nsible for theg, including gl of the NDEress.

all girth we Fillet welds

specifications

st COMPANYficult to acces

46

good working

rotect and repance with th4” for non-cu

des loading, the storage y

required for s) once initialoro by COMP

ssary calculaication markin

n angle of lech depth, sha

e 90° elbows f/ taper-bevel

peline fittingsnnel qualified and welder q

occur at CONnducted at a

des the verifing weld repai

e non-destrucgirth welds an

E sub-contrac

lds for 100%s shall also bs.

Y’s NDE subss due to road

g condition un

place topsoil ie bid / constltivated locati

handling, seyard to the RO

the transporlly made avai

PANY or COM

ations and cngs.

ess than 23°,all be accomp

for deflection these fittings

and appurtein accordancualification te

NTRACTOR’Stesting lab se

ication of coir or replacem

ctive examinand fillet weldsctor to accom

% of the webe 100% insp

b-contractor ad and/or weat

Rev. B,

ntil the pipe is

in all constructruction docuions and 6-8”

ecuring, haulOW.

rtation of lineilable to CON

MPANY suppl

conduct field

as well as vplished by CO

angles of 23s as necessar

enances usince with API Stesting shall be

S pipe yard; welected by CO

mpliance witment if require

tion (NDE) os, and shall c

mmodate CON

ld circumferepected, in acc

as required tother condition


02949‐GS‐9005

s laid and / o

ction areas onuments and in” for cultivated

ing, providing

and crossingNTRACTOR a

ier.

bending and

vertical bendONTRACTOR

3° and greaterry.

ng COMPANYtandard 1104e furnished by

welder branch OMPANY and

th COMPANYed.

of pipeline andcoordinate theNTRACTOR’

ence shall becordance with

o access anyns.

4 4

5

or

n n d

g

g at

d

s R

r,

Y 4. y

/ d

Y

d e s

e h

y


Prepared by:


C

D4.9.10

Cra

CpC

Cp

CtowpS

Eas

CresuCda

DC

O4.9.11

Crein

It diw

Cco

Ap

G4.9.12

Csh


COMPANY wi

Drilled & Bore

CONTRACTOailroads, irriga

COMPANY strlanned flat b

CONTRACTO

Crossing pipe ipe for conve

COMPANY reqo installation. water in accord

ermit (which Section 4.9.22

Each bored assure unobst

COMPANY metains the opurvey at any

CONTRACTOiscovered wilnd document

Directional drilConstruction B

Open-Cut Cro

CONTRACTOesurfacing ronstructions an

is planned tirectionally dr

will involve spe

CONTRACTOorridors, mun

As-built drawinart of CONTR

Girth Weld Co

CONTRACTOhall attend ma

peline eline

ll provide a Le

ed Crossings

R’S scope-oation ditches,

rongly prefersbores. AddR until drilling

for directionntional bores

quires that al CONTRACTdance with rewill be obta

2) and “Enviro

nd drilled croructed passag

ay perform aption to condy time to detR with respell be excavatted for final C

ll design drawBid Document

ossings

R’S scope-ooads in accnd to the satis

that all road rilled. Howeecific backfill

R’S scope aicipal facilities

ngs of all croRACTOR’s fin

oating Traini

R shall makeanufacturer-s

Page 40 of

evel III Audit

s

f-work includstreams, pipe

s that surfaceditionally, no g or boring pro

al drills will, will usually b

l pipe utilizedTOR shall supequirements oained followinonmental Best

ossing also rge of the line

a coating resuct an abovetermine the eect to the pted, repaired OMPANY ap

wings and sets as Exhibits

of-work inclucordance witsfaction of the

crossings otver, open-cuand compacti

also involves s, wind farm c

ssings, descrnal documenta

ng

e arrangemensponsored girt

46

Inspector who

des drilling oelines buried

e-mounted ddrills, bores

rofiles are app

in general, bbe double ran

d for bored anpply all test wof the COMPAng receipt of t Managemen

requires that .

sistance test e ground Direffectiveness

pipeline coati(witnessed b

proval at CON

elected geotes F and L2.

udes open th the Conse owner or the

ther than fielt crossings otion requireme

open-cut crcables, etc.

ribed in the fiation package

nts for and all th weld coatin

o shall have f

or conventionfacilities, etc

rilling equipms or tie-in wproved by CO

be quadruple dom length.

nd drilled croswater and shaANY suppliedf CONTRACTnt Practice”.

a post-pullba

of the instalrect Current s and quality ing. Any daby Chief InspNTRACTOR

echnical inform

cutting, bacstruction Doce governing b

ld roads or dof service roaents.

rossings of e

irst paragraphe.

of CONTRACng application

Rev. B,

final approval

nal boring to .

ment not be uwelds will beOMPANY.

random leng

ssings be hydall dewater / dd hydrotest waTOR’S testin

ack gauge pl

lled crossing.Voltage Gra of the workamaged coapector), propecost.

mation are in

ckfilling, comcuments and

body.

driveways wilads and priva

existing pipel

h of this sect

CTOR’S coatn field training


02949‐GS‐9005

l of all welds.

cross roads

utilized for thee allowed by

gth. Crossing

drotested priodispose of tesater dischargeg plan – see

late be run to

. COMPANYdient (DCVGk provided byting locationerly backfilled

ncluded in the

mpacting andd COMPANY

ll be bored oate driveways

lines, pipeline

tion, are to be

ting personneg.

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C4.9.13

Clinco

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Coating of Gi

CONTRACTOne pipe girth oated in acco

or all line pandblasting toating and ho

Crossing pipe art epoxy in c

Welds shall no

Holiday Detec

CONTRACTOnd shall apply

COMPANY adn activities (oroliday testing

COMPANY reDCVG) survey CONTRACiscovered wilnd document

Rock Shield o

rocky condito either applyift or segrega

methods to prnclude supply

Sandbag Sup

After providinghielding mateesult of rockyonduct any re

required, COwill be shadedwill be backfille

Potential trenc

ROW Continu

CONTRACTOrading, restorr tenant, in ac

As soon as poeturn terracin

peline eline

rth Welds

R shall proviwelds and to

ordance with C

pipe girth wthe girth weloliday testing

girth welds acompliance w

ot be coated w

ction & Coati

R shall conduy fusion bond

dvocates pre-jr prior to the a as the pipe i

tains the optiy at any time

CTOR with rell be excavatted for final C

or Padding

ions or gradey rock shield ate rocks fromrotect pipe aing all rock sh

pport, Loweri

g and placing erial to comp conditions a

equired coatin

ONTRACTORd (including sed and compa

ch breaker loc

uous Clean-U

R’S scope-oring and cleanccordance wit

ossible followg and water

Page 41 of

de all materiao epoxy coat COMPANY C

welds, CONTd area, appthe coated w

and tie-in weldwith COMPAN

within 24 hour

ing Repairs

uct holiday de epoxy coatin

jeeping all coapplication ofs lowered into

ion to conduce to determineespect to the ted, repaired OMPANY ap

ed soils are e(Coating Mat

m backfill placnd pipe coathield, padding

ng-In & Back

bedding, dirt ply with cathond to support

ng repairs and

R shall install tsupplying andacted by CON

cations are ind

Up

of-work includning-up the Rth the permits

wing pipeline crossing ban

46

als, labor andall crossing

Construction S

TRACTOR’S lying CONTR

weld.

ds shall be clY Coating Ma

rs of weld com

etection testinng repair mate

oated piping pf rock shield, o the ditch.

ct an above ge the effectiv pipeline coa(witnessed b

proval at CON

ncountered, Ctrix – Exhibit ced close to tting. In this g or equipme

kfilling, Tren

plugs or sandodic protectiort the installedd lower-in the

trench breaked placing anyNTRACTOR.

dicated on the

des, as sectROW to the sas, ROW agree

installation innks to the or

d equipment pipe girth we

Standards.

scope-of-worRACTOR-furn

leaned, sandatrix (Exhibit

mpletion.

ng of all pipelerial to all det

prior to the coif applicable)

ground Directveness and qating. Any dby Chief InspNTRACTOR

COMPANY wE), furnish anthe pipe, or ssituation, COnt to segrega

nch Breakers

dbags (bag mon) in the ditd pipeline, COe welded and

ers or plugs fy necessary p

e Pipeline Ali

tions are lowatisfaction of ements and c

n each area, riginal profile

Rev. B,

necessary toelds. Tie-in w

rk includes nished fusion

blasted and cE).

ine and girth tected holiday

ommencemen, in addition t

t Current Voluality of the w

damaged coapector), propecost.

will instruct COnd place padsome combinONTRACTORate the backfil

s

must be consttch where neONTRACTORcoated pipeli

following whicpadding) and

gnment Shee

wered-in, conCOMPANY a

construction d

CONTRACT, including th


02949‐GS‐9005

o FBE-coat awelds shall be

cleaning andn bond epoxy

coated with 2

weld coatingys.

nt of loweringo the required

tage Gradienwork providedating locationserly backfilled

ONTRACTORdding materiaation of these

R’S scope wil.

tructed of nonecessary as aR will lift, jeepne.

ch the pipelinethe ditch line

ets, Exhibit F.

ntinuously reand landownedocuments.

OR shall alsohe acquisition

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M4.9.20

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ransport and pver banks and

Pipeline Warn

he installatione conducted

he new pipeliuring final RO

Cathodic Prot

CONTRACTOonstruction be

CONTRACTOerforming OQipelines upon

nstalling cathotation termina

est stations swires buried a

istance from o test stationountry shall b

Mainline Bloc

Refer to Exhibackages. COurface and pi

.9.20.1 Civi

CONfenc

CONaccevalveroadcouncoun

CONfinisLineacceequiworkall rwas

CONWorsupphand

peline eline

placing of riprd other locatio

ning Markers

n of pipeline by CONTRACine. Final w

OW clean-up e

tection Test

R’s cadweldiegins.

R’S scope cQ cadwelding n 3rd party coodic protectioations. (locatio

shall be instaalong the pipethe cadweld s

n shall be insbe secured to

ck Valve Asse

bit F for indivONTRACTOR

ping elevation

l & Structural

NTRACTOR scing and gates

NTRACTOR ess roads ande site and su

d, access ronty’s specificanty roads will

NTRACTOR sh all concrete

e pipe supporess platformpment, instru

k shown in threquired selehers, etc.

NTRACTOR rk necessary tport bracketsdrails, instrum

Page 42 of

rap and erosions along the

s

aerial and waCTOR as soo

warning markeefforts. Warn

Stations

ing personne

consists of pof test leads

ompletion of tn test leads aons shown in

alled at neareline at 36” desite to the netalled upon Ca 2” pipe in c

emblies & Va

vidual site civshall make a

ns are mainta

Construction

shall lay out, ss required to e

shall provided entrances (pply, haul anads and entations. All corequire perm

shall form, ree foundationsrts, valve sup and stile,

umentation ree Drawings (

ect backfill, c

shall fabricatto construct s

s, valve suppmentation rem

46

ion control me ROW.

arning markeon as possibleer installationning markers

el will be trai

providing andto COMPANYtheir cadweldand foreign linPipeline Alig

rby fence lineepth beginnin

earest fence liCOMPANY aconcrete as g

alve Sites

vil, structural, adjustments

ained.

n

survey, clearestablish the

e and install (per TXDOT sd place gravetrances shalonstruction a

mits to be secu

einforce, poss, including tpport (bonded

electrical pemote mounti(Exhibit F). Cconcrete, rein

te, erect, prostructural steeport baseplatemote mounting

aterials on irr

ers (line of sitee following then will be comwill be suppli

ined, certified

d installing alY pipelines, c

ds, providing ne crossing stgnment Sheet

es, when at ang at the cadine along the

approval. Tesuided by COM

piping and ein the field to

r, grade and pmain line val

drain culvespecificationsel surfacing. l be constructivities assoured in advan

ition anchor those for COd FRP glass panel, area ng (if applica

CONTRACTOnforcing steel

ocure, coat ael componente / bracket, g panels (if a

Rev. B,

rigation canal

e spacing - Ee backfill of e

mpleted by COed by COMP

d and OQ-qu

ll test stationcoating both cand installingtations and cots, Exhibit F).

all possible, dwelds to the

ROW is greast stations locMPANY (Exh

electrical & ino ensure des

perform all sitve sites.

rts (if any) as), level and cWhen comin

ucted per theociated with Tnce by CONTR

bolts, pour, tONTRACTOR

mesh on tolighting, co

able) and all oOR shall procul, anchor bo

nd otherwisets, including vaccess platfopplicable), et


02949‐GS‐9005

s, stream and

Exhibit E) is toach section oONTRACTOR

PANY.

ualified before

ns, wires andconnections tog T-posts andompleting tes

with test leadfence line.

ater than 500cated in openibit F1).

nstrumentationsigned vertica

e preparation

and construcclean-up each

ng off a countye appropriate

TXDOT and/oRACTOR.

test, cure andsupplied E-Z

p of support)mmunications

other concreteure and instalts, nuts, and

e complete avalve site pipeform / stairs tc. and related

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to the construction of the pipeline valve sites, Garden City, Colorado City, Eastland and Corsicana facilities.

4.9.20.2 Process & Piping Construction

CONTRACTOR shall fabricate, position, install and tie in pipe, fittings, valve, flanges, drain connections, etc.

CONTRACTOR shall provide and install Armour Plate coating (Coating Matrix – Exhibit E) at all above and below ground piping air-soil interface. This additional protection will extend from 2’ below ground to 1’ above ground.

CONTRACTOR shall provide all labor and material to paint all above ground piping and appurtenances to the requirements of Construction Standard 1100, “Painting of Tanks, Piping, Equipment & Steel Structures”.

4.9.20.3 Electrical and Instrumentation (E&I) Construction

CONTRACTOR shall take possession of COMPANY supplied E&I equipment at Garden City Station.

At the powered valve sites, E&I work is to include, but not necessarily be limited to, providing all power, control, lighting and instrumentation conduit, wire, cable and terminations for the work identified in the Construction Specifications and Construction Drawings (Exhibit F).

Warning tape shall be installed above all buried conduit and cables.

CONTRACTOR shall furnish all labor, equipment and material necessary to install, connect and test the valve site E&I equipment, per the following overview. The overview is not meant to be inclusive of all work, but is intended to identify and express CONTRACTOR’S general scope of responsibility.

Site Grounding Grid

CONTRACTOR shall supply materials and install a grounding grid for the motor operated valve sites, in accordance with the Construction Drawings and Standards.

Power Supply, Electrical Equipment Cabinet & Cabinet Equipment

Each site will have a power connection to the electrical utility; CONTRACTOR shall supply and install an inside the fence site power pole along plus electrical disconnect, meter and related equipment. The power usage meter shall be mounted on the power pole and turned such that the electric utility can read the meter from outside the fence. The electric utility will complete supply-side connections.

The site power pole (see Standard 602, “Pole Line Installation”) shall be installed by CONTRACTOR according to the drawings. CONTRACTOR will be responsible to install the conduit and cable required to connect COMPANY supplied electrical equipment panel to the utility power service.

CONTRACTOR shall handle, position and secure the pre-fabricated electrical equipment panel and shall install and connect the programmable logic controller, UPS and associated equipment in the electrical cabinet, as shown in the Construction Drawings (Exhibit F). Work will include grounding connections and conduit supports as required.

Instrumentation


Prepared by:


S4.9.21

Cst

Asush

BMwSla

P4.9.22


T

t

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t

Station Pig La

CONTRACTOtation location

Launc

Receiv

Launc

Receiv

Launc

Receiv

At each locatupports, flanghall then clos

Buried piping aMatrix – Exhibwill be handleSpread 24-2 auncher.

Pipeline Hydr

peline eline

The motor opdevice along to be installeDocuments, (Exhibits E an

Instrument mfor pressureS_STDS_M0

Instrument mshall also beto be installeCOMPANY SF).

Site Lighting

CONTRACTOat the location

E&I Completi

CONTRACTOinstrumentaticompletion Standards, inTesting ProcInstrument ICommissionito meet COM

aunchers and

R shall instans:

her at Garden

ver at Colorad

her at Colora

ver at Eastlan

her at Eastlan

ver at Corsica

tion, CONTRges and valve up the line

and welds anbit E) will be ced by othersCONTRACT

rotesting

Page 44 of

perated valvew/ two (2) di

ed along witConstructionnd F1).

mounting, wirine transmitter060051: PIT.

mounting, wirin provided by

ed at 20” vaStandard S_S

OR shall provns indicated i

ion

OR shall eon systems according toncluding No.cedure”, No.nstallation”, ng”, and No.

MPANY’S acce

d Receivers

ll COMPANY

n City

do City

ado City

nd

nd

ana

RACTOR shaves per the Cand make it r

d the air-soil coated by CO

for Garden TOR’S scope

46

sites will incirect mount wth all necess Drawings a

ng, terminatiors shall be

ng, terminatioCONTRACT

lve site MP-5STDS_M0600

vide and instain the electric

ensure that are fully fu

o the Cons. 600, “Elect. 602, “PoleNo. 701, “17050, “Pro

eptance.

Y supplied pig

Spre

Spread 20-1

Spread 24-1

Spread 24-2

Spread 24-2

Spread 24-4

ll install 45° Construction ready for futu

piping interfaONTRACTOR

City, Colorae will include

lude an electw/ diaphragm sary fittings rand COMPAN

ons and loop installed p

ons, and loopTOR for two (53.6 and 24”048 and Cons

all valve site cal drawings.

all electricunctional andstruction Dratrical Installae Line Insta“Instrument Tcess Control

g launchers /

ead 20-1

2

2

4

elbows, riseDrawings (Exre hydrotestin

ace (Armour PR. Painting oado City ande painting th

Rev. B,

rical pig passseal pressur

required per NY Standards

checking / cper COMPAN

p checking / c(2) preview d” valve site Mstruction Draw

area lights of

cal power, d operationaawings and tion”, No. 60allation”, No.Testing, Caland Instrum

/ receivers at

er, horizontaxhibit F). COng.

Plate coating –of the above- Corsicana;

he Eastland


02949‐GS‐9005

sage detectionre transmitter

the Contracs and Detail

commissioningNY Standard

commissioningdensitometersMP-273.5 pewings (Exhib

f the type and

control andal upon wor

Construction01, “Electrica. 700, “Fieldlibration, andentation”, and

t the following

l piping, pipeONTRACTOR

– see Coating-ground pipinghowever, thereceiver and

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inal hydrotesydrotest cont

or final cleanin

HDD / Conven

As stated in tydrostatic teshall thence finerformed in aipe joints welBore length s

CONTRACTOalves, fittings

CONTRACTOocument the

Spare Pipe Hy

At the conclusirected by CO

he tested pipHillsboro.

ROW Final Cl

As each sectionduct final ermanently reave been retu

CONTRACTOestoration of mited tree cle

BMP guidance

he restoratioompleted by C

peline eline

sting of the practor followinng, drying and

ntional Bore

the Constructsting plan for nalize the plaa central locaded into strin

sections subse

R shall suppl, plugs, etc. n

R shall also pressure test

ydrotesting

ion of construOMPANY, hye to COMPA

ean-Up

on of the pipclean-up an

epair gates anurned to the o

R is also todisturbed ar

earing of peree (Exhibit C1)

on of all landCONTRACTO

Page 45 of

pipelines shang constructiod closure of th

Pipe Hydrot

tion Specificaa four (4) ho

an in consultaation with thegs as long asequently cut f

y any requirenecessary for

provide all ct, as well as v

uction, CONTydrostaticallyANY’S storag

peline alignmnd ROW rend fences, anoriginal profile

o complete dreas, generaennial waterw.

downer fenciOR.

46

all be provideon completionhe lines.

testing

ations, CONTour test of theation with COe test plan has required andfrom the main

ed frac tanks, the hydrosta

calibrated instvalid calibratio

TRACTOR is ttest and re-s

ge locations i

ment is tied-inestoration, rend ensure thae.

de-compactiol re-vegetatio

ways concurre

ing and perm

ed by a sepan. CONTRAC

TRACTOR she HDD and CMPANY. COaving the appd practical forn strings.

steel hard pitic test.

trumentation on certification

to fabricate (4section this pn Garden Ci

n and backfiemove tempoat all terracing

n of cultivaton, erosion cently with the

manent gate

Rev. B,

arate COMPACTOR shall b

hall prepare Conventional BOMPANY prefpropriate diamr testing with

pe, hoses, pu

necessary tons.

4) joints of supipe, re-bevety, Abilene, G

lled, CONTRorary gates, g and water c

ted fields, recontrol mease final clean-u

installation


02949‐GS‐9005

ANY selectedbe responsible

and submit aBore pipe andfers testing bemeter and WTrequired HDD

umps, meters

o monitor and

rplus pipe, ael and transfeGranbury and

RACTOR is toreplace and

rossing bank

e-seeding andsures and theup in line with

is also to be

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NY REPRESE

Construction

COMPANY wihe satisfactoConstruction D

is planned thersonnel will

ncluding clearowering-in, ba

CONTRACTOmanagement a

COMPANY ref the work pe

Drawings (Exhequired to repequirements.

Representationoes not con

CONTRACTO

Upon final coContract Docu

cceptance of

Environmenta

COMPANY shhe pipeline antaff. CONTRtaff on a daily

peline eline

ENTATION

Inspection

ll maintain sury completio

Drawings and

hat COMPANbe assigned

ring, grading,ackfilling, hydr

R shall coand inspectio

presentative(erformed by Chibit F) and Cpair and / or

n by COMPAnstitute accepR’S responsi

ompletion of ments, to COthe work in w

al Inspection

hall provide ennd CONTRAC

RACTOR shaly basis.

Page 46 of

uch representn of the WContract Doc

Y constructiod to monitor fencing, ditcrotesting, bor

ordinate andn staff on a d

(s) including iCONTRACTOContract Docureplace such

ANY and anyptance by Cbilities and co

the Work inOMPANY’S sawriting to the C

n

nvironmental CTOR shall al coordinate a

46

tation and oveWork in acco

cuments.

on managemethe various

ching, stringinring, direction

d communicaily, continua

inspectors shOR which is no

uments. In sh work as de

y associated COMPANY, nontractual obl

n complianceatisfaction, COCONTRACTO

monitoring padhere to theand commun

ersight as derdance with

ent, chief inspcomponents

ng, welding, gal drilling, etc

cate with Cal basis.

hall have the ot in conformsuch instance

etermined nec

inspection onor release ligations.

e with the COMPANY shaOR.

personnel throe direction anicate with the

Rev. B,

emed necessthe requirem

pection and cof the pipe

girth weld coac.

COMPANY’S

right to condance with thees, CONTRAcessary to me

of any portionthe CONTR

onstruction Dall issue a rele

oughout the cnd guidance e Environmen


02949‐GS‐9005

sary to ensurements of the

raft inspectionlay activities

ating, jeeping

construction

demn any pare Construction

ACTOR will beeet the stated

n of the WorRACTOR from

Drawings andease and fina

construction ogiven by said

ntal Inspection

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