HomeMy WebLinkAboutContract 43837 (2)CITY SECRETARY
CONTRACT NO.
ENCROACHMENT AGREF.MENT
STA I F OF T F.)(AS
COUNTY OF TARRANT §
THIS AGREEMENT is made and entered into by and between the City of
Fort Worth, a municipal corporation of Tarrant County, Texas, acting herein by
and through its duly authorized Planning and Development Department Director,
hereinafter referred to as the "City", and VCW Properties, Inc.
acting herein by and through its duly authorized Vice President, Peter
Tunnard,
hereinafter referred to as "Grantee", Owner of the property located at
714 Main Street ("Property").
WITNESSETH:
1.
For and in consideration of the payment by Grantee of the fee set out
below and the true and faithful performance of the mutual covenants herein
contained, City hereby grants to Grantee permission to construct/ install and/or
allow to remain, Improvement(s) ("Improvement") that encroaches upon, uses
and/or occupies portions of the space under, on and/or above the streets, alleys,
OFFICIAL RECORD
CITY SECRETARY
Ft WORTH, TX
1
sidewalks and other public rights -of -way, such Improvement(s) are described as
follows:
From the southeast basement wall of the 777 Main Street Building near the
north west corner of 7th Street and Commerce Street, install approximately 35',
4 — 1.5" HDPE duct across city ROW along the south east curb of 7th Street
and southwest along 7th Street, approximately 392' through the intersection of
Main Street and 7th Street continuing to the alley southwest of 714 Main,
Contractor will install proposed 42' round manhole and then from manhole
travel approximately 35 northwest to intercept an existing 4' duct located in the
sidewalk at the alley between 714 Main and 110 West 7th Street. The HDPE
ducts will be populated with fiber and copper cable that provide voice and data
services for XTO Energy, Inc. use only.
The location and description of said Improvement and the encroachment is more
particularly described in Exhibit "A", attached hereto, incorporated herein and
made a part hereof for all purposes.
2
All construction, maintenance and operation in connection with such
Improvement, use and occupancy shall be performed in strict compliance with
this Agreement and the Charter, Ordinances and Codes of the City and in
accordance with the directions of the Director of Transportation and Public Works
of City, or his duly authorized representative. All plans and specifications thereof
shall be subject to the prior written approval of the Director of Transportation and
Public Works, or his duly authorized representative, but such approval shall not
relieve Grantee of responsibility and liability for concept, design and computation
in preparation of such plans and specifications.
2
3.
Upon completion of construction and installation of said Improvement and
thereafter, there shall be no encroachments in, under, on or above the surface
area of the streets, alleys, sidewalks and other public rights -of -way involved,
except as described herein and shown on the hereinabove referred to Exhibit "A".
4.
Grantee, at no expense to the City, shall make proper provisions for the
relocation and installation of any existing or future utilities affected by such
encroachment use and occupancy, including the securing of approval and
consent from the utility companies and the appropriate agencies of the State and
its political subdivisions. In the event that any installation, reinstallation,
relocation or repair of any existing or future utility or improvements owned by,
constructed by or on behalf of the public or at public expense is made more
costly by virtue of the construction, maintenance or existence of such
encroachment and use, Grantee shall pay to City an additional amount equal to
such additional cost as determined by the Director of Transportation and Public
Works of the City, or his duly authorized representative.
5.
City may enter and utilize the referenced areas at any time for the purpose
of installing or maintaining improvements necessary for the health, safety and
welfare of the public or for any other public purpose. In this regard, Grantee
understands and agrees that City shall bear no responsibility or liability for
3
damage or disruption of improvements installed by Grantee or its successors, but
City will make reasonable efforts to minimize such damage.
6.
In order to defray all costs of inspection and supervision which City has
incurred or will incur as a result of the construction, maintenance, inspection or
management of the encroachments and uses provided for by this Agreement,
Grantee agrees to pay to City at the time this Agreement is executed a fee in the
sum of Two hundred seventy-five Dollars ($275.00 ).
7.
The term of this Agreement shall be for thirty years, commencing on the date this
Agreement is executed by the City of Fort Worth.
8.
Upon termination of this Agreement, Grantee shall, at the option of City
and at no expense to City, restore the public right-of-way and remove the
Improvement encroaching into the public right-of-way, to a condition acceptable
to the Director of Transportation and Public Works, or his duly authorized
representative, and in accordance with then existing City specifications. It is
understood and agreed to by Grantee that if this Agreement terminates and
Grantee fails to remove the Improvement, Owner hereby gives City permission to
remove the Improvement and any supporting structures and assess a lien on the
Property for the costs expended by the City to remove such Improvement.
4
9.
It is further understood and agreed upon between the parties hereto that
the public rights -of -way, alleys, sidewalks ("public right-of-way") to be used and
encroached upon as described herein, are held by City as trustee for the public;
that City exercises such powers over the public right -of way as have been
delegated to it by the Constitution of the State of Texas or by the Legislature; and
that City cannot contract away its duty and its legislative power to control the
public right-of-way for the use and benefit of the public. It is accordingly agreed
that if the governing body of City may at any time during the term hereof
determine in its sole discretion to use or cause or permit the right of way to be
used for any other public purpose, including but not being limited to underground,
surface of overhead communication, drainage, sanitary sewerage, transmission
of natural or electricity, or any other public purpose, whether presently
contemplated or not, that this Agreement shall automatically terminate.
10.
Grantee understands and agrees that the granting of any encroachment
hereunder is not meant to convey to Grantee any right to use or occupy property
in which a third party may have an interest, and Grantee agrees that it will obtain
all necessary permission before occupying such property.
5
11.
Grantee agrees to comply fully with all applicable federal, state and local
laws, statutes, ordinances, codes or regulations in connection with the
construction, operation and maintenance of said Improvement, encroachment
and uses.
12.
Grantee agrees to pay promptly when due all fees, taxes or rentals
provided for by this Agreement or by any federal, state or local statute, law or
regulation.
13.
Grantee covenants and agrees that it shall operate hereunder as an
independent contractor as to all rights and privileges granted hereunder and not
as an officer, agent, servant or employee of City and Grantee shall have
exclusive control of and the exclusive right to control the details of its operations,
and all persons performing same, and shall be solely responsible for the acts and
omissions of its officers, agents, servants, employees, contractors,
subcontractors, licensees and invitees. The doctrine of respondeat superior shall
not apply as between City and Grantee, its officers, agents, servants, employees,
contractors and subcontractors, and nothing herein shall be construed as
creating a partnership or joint enterprise between City and Grantee.
14.
GRANTEE COVENANTS AND AGREES TO INDEMNIFY, AND DOES
HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND CITY, ITS
6
OFFICERS, AGENTS, SERVANTS AND EMPLOYEES, FROM AND AGAINST
ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS
AND/OR PERSONAL INJURY, INCLUDING DEATH, TO ANY AND ALL
PERSONS, OF WHATSOEVER KIND OR CHARACTER, WHETHER REAL OR
ASSERTED, ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR
INDIRECTLY, THE CONSTRUCTION, MAINTENANCE, OCCUPANCY, USE,
EXISTENCE OR LOCATION OF SAID IMPROVEMENT AND
ENCROACHMENT AND USES GRANTED HEREUNDER, WHETHER OR NOT
CAUSED, IN WHOLE OR IN PART, BY ALLEGED NEGLIGENCE OF
OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS,
S UBCONTRACTORS, LICENSEES OR INVITEES OF THE CITY; AND
GRANTEE HEREBY ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
S UCH CLAIMS OR SUITS. GRANTEE SHALL LIKEWISE ASSUME ALL
L IABILITY AND RESPONSIBILITY AND SHALL INDEMNIFY CITY FOR ANY
AND ALL INJURY OR DAMAGE TO CITY PROPERTY ARISING OUT OF OR
IN CONNECTION WITH ANY AND ALL ACTS OR OMISSIONS OF GRANTEE,
ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS,
S UBCONTRACTORS, LICENSEES, INVITEES, OR TRESPASSERS.
15.
While this Agreement is in effect, Grantee agrees to furnish City with a
Certificate of Insurance, naming City as certificate holder, as proof that it has
secured and paid for a policy of public liability insurance covering all public risks
related to the proposed use and occupancy of public property as located and
described in Exhibit "A". The amounts of such insurance shall be not less than
the following:
$1,000,000 Commercial General Liability
with the understanding of and agreement by Grantee that such insurance
amounts shall be revised upward at City's option and that Grantee shall so revise
such amounts immediately following notice to Grantee of such requirement.
Such insurance policy shall provide that it cannot be canceled or amended
without at least ten (10) days prior written notice to the Building Official of the City
of Fort Worth. A copy of such Certificate of Insurance is attached as attached as
Exhibit "B" Grantee agrees to submit a similar Certificate of Insurance annually
to City on the anniversary date of the execution of this Agreement.
Grantee agrees, binds and obligates itself, its successors and assigns, to
maintain and keep in force such public liability insurance at all times during the
term of this Agreement and until the removal of all encroachments and the
cleaning and restoration of the city streets. All insurance coverage required
herein shall include coverage of all Grantee's contractors.
16.
Grantee agrees to deposit with the City when this Agreement is executed
a sufficient sum of money to be used to pay necessary fees to record this
Consent Agreement in its entirety in the deed records of Tarrant County, Texas.
After being recorded, the original shall be returned to the City Secretary of the
City of Fort Worth, Texas
17.
8
In any action brought by the City for the enforcement of the obligations of
Grantee, City shall be entitled to recover interest and reasonable attorney's fees.
18.
Grantee covenants and agrees that it will not assign all or any of its rights,
privileges or duties under this contract without the prior written approval of the
City Manager or designee. Any attempted assignment without prior written
approval will be void.
19.
THE PARTIES AGREE THAT THE DUTIES AND OBLIGATION
CONTAINED IN PARAGRAPH 8 SHALL SURVIVE THE TERMINATION OF
THIS AGREEMENT.
20.
This Agreement shall be binding upon the parties hereto, their successors
and assigns.
LXLCU I FD this
City
City of Fort Worth
day of NOW , 20��
Grantee VVTVV Properiios, Inc.
By:
Ranee HarwName Peter Tunnard
Director 4,4��'anuAt� Title: Vice President
Planning and Developm �/#441,�FoFogr ��6
,§i&0ai 4�roved
gipsAs To Form And Legality
°oaf% 0
441ztOCAS
tOQ4 � I.XJW�� rQ
�.bta�a'o� Assistant City Attorney
EST:
ity Secretary
•
OFFICIAL RECORD
CITY SECRETA* f
Ft WORT r.
10
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Randle Harwood, known to me to be
the person whose name is subscribed to the foregoing instrument, and
acknowledged to me that he/she executed the same for the purposes and
consideration therein expressed, as the act and deed of the City of Fort Worth,
and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
A) OE.A,1/42E-tt- , 20 .
•
ail
I.
IRMA SAENZ
Notary Public
STATE OF TEXAS
My Gomm. Exp. Jen, 28, 2016
•
(Lc) a
Notary Public in and for the(
State of Texas
11
STATE OF TEXAS
COUNTY OF T ARRAN T
BEFORE ME, the undersigned authority, a Notary Public in and for the
State of Texas, on this day personally appeared Peter
Tunnard
known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she
executed the same for the purposes and consideration therein expressed, as the
act and deed of WTVV Properties, Inc.
the capacity therein stated.
11(,F�ER MY� ND AND SEAL OF OFFICE this
r� �
TAYLOR MICHELLE PERKINS
Notary Public
STATE OF TEXAS
My Comm. Exp. June 30, 2016 3
•
Notary ' ublic in and for the
State of Texas
, and in
day of
1
12
ExhibitA
Detailed Drawings
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SENIOR PROJECT MANAGER
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PROJECT MANAGERS:
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BUILDING CONTACT(S):
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BUILDING ENGINEER(5):
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CONTACT SHEET - DRAWING INDEX
XTO CONTACTS DRAWING INDEX
BUILDING CONTACTS
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DESCRIPTION
SHEET NAME 1 FILE NAME
COVER SHEET CSO1 12135C501.dwg
MAP SHEET MS01 12135MS01.dwg
INDEX SHEET IS01 121351501.dwg
CONTACT/DRAWING INDEX (THIS SHEET) CTO1 ! 12135CT01.dwg
GNO1 12135GN01.dwg
MR01 12135MR01.dwg
— - ES01 12135FS01.dwg
0T01—DT8 121350T1-8.dwg
PVO1-02 12135PV01-02.dwg
GENERAL NOTES
XXXXXX MATERIAL RAKE—OFF SHEET
XXXXXXXXX FIBER SCHEMATIC SHEET
DETAIL SHEETS 1-8
OSP/ISP DESIGN SHEETS
(XXX) XXX—XXXX
(xxx) XXX—XXXX
ENGINEER CONTACTS PERMITTING AGENCIES
ENGINEERING FIRM:
TECH GROUP & ASSOCIATES, INC.
4019 N. GALLOWAY AVENUE
SUITE A
MESQUITE, TEXAS 75150
(972) 613-0881
ENGINEERING CONTACT:
CHARLES MARRNEZ (214) 317-5452
CONSTRUCTION CONTACTS
CONSTRUCTION FIRM:
FUTURE TELCOM (972) 329-6400
CONSTRUCTION CONTACT:
DON RIGGS (214) 908-0901
SPLICING FIRM:
TO BE DETERMINED (XXX) XXX—XXXX
CONTACT 45 HOURS PRIOR TO CONSTRUCTION XE
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APPLICABLE CODES
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GENERAL NOTES
CABLE VAULT INSTALLATION NOTES: PROJECT INFORMATION
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1. THE CORRECTOR SIC BE AMY RESPONSIBLE PM W. Ot6IM CITC11 WAD IIOWOS.
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DESCRIPTION
DIRECTIONAL BORE - -
TRENCH & PLACE
PULL THRU
1.5* H.D.P.E.
4' OPTI DUCT
48 FIBER CABLE (XTO)
421' ROUND MANHOLE
41' GIP (XTO)
DESCRIPTION
QUANTITY
UNITS
427' LF.
0' LF.
0' LF.
NOTES \ COMMENTS
1,568' LE.
70' LF.
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INSIDE PLANT ;
QUANTITY
UNITS NOTES \ COMMENTS
PULL THRU 0' LF.
2- PLENUM RATED INNERDUCT 0' LF.
1.2.5` E.M.T. 0' LF.
PULL BOX(ES) 0 EACH
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DESCRIPTION
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3'x 5'x 4'-0" PRE —CAST
HANDHOLE
APPROXIMATE
NECK EXTENSION WEIGHTS
6' 450 LBS.
12" e50 185.
18" 1250 LBS.
24- 1650 LBS.
OIAMCTER
OPTIONAL FEATURES
INCLUDE
INSERTS FOR STOPS
OR
UNISTRUT FOR STEP
MOUNTING
QS ' le.
RE fok
IB" TYPICAL
NECK EKTENSIO
OR AS SPECIFIED
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MANHOLE & HANDHOLE DETAILS
JL
41/2"
3'x 5'x 4' PRE -CAST
MANHOLE
ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE
STRENGTH OF 4500 psi.
REINFORCING STEEL SHALL COMPLY WITH
ASTM A515 GRADE 00. A706 GRADE B0 OR A497 GRADE 70.
OAR BENDING AND PLACEMENT SHALL COMPLY WITH
THE LATEST ACI STANOAROS
STANDARD STRUCTURAL DESIGN 15 BASED ON
AASHTO HS 20 WHEEL LOADING
WATER TABLE IS AT 5-0" BELOW GRADE
FOR STANDARD STRUCTURAL DESIGN
THE STANDARD DESIGN IS BASCO ON THE TOP AT MY
ELEVATION BETWEEN FINISHED GRADE AND S'-0" BELOW GRADE.
THE STRUCTURE SHALL BE PLACED ON A COMACTEO GRANULAR
BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES.
SPECIAL DESIGNS BASED ON OTHER LOADINGS OR
DEEPER INSTALLATION DEPTHS ARE LOADINGS CR
KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE
AND LOCATIONS REQUIRED.
INSERTS. PULLING IRONS OR SUMPS CAN BE
SUPPLIED AS REQUESTED
REV
TOP SECTION
PERSONNEL OPENING SRE OR
CAST IN RING AND COVER
AS RCOUIRED BY CUSTOMER
SEE NECK EXTENSION AND
COVER DETAILS FOR
FEATURES AVAILABLE
BOTTOM SECTION
DESCRIPTION
MANHOLE TOP
18' TYPICAL
NECK EXTENSION
OR AS SPECIFIED
TYPICAL NECK EXTENSION
4'x 4'x 4' PRE —CAST MANHOLE
6" WALLS — 6" ROOF
48" HEADROOM
APPROXIMATE
TOP OR BOTTOM WEIGHTS
2'-0" INSIDE 2300 185.
2•-6' INSIDE 8300 LBS.
3'-0" INSIDE 9300 LBS.
3'-6" INSIDE 10300 LBS.
4'-0" INSIDE 11200 LBS.
MINIMUM EXCAVATION
0'-0"xl I'-0`
Qa-r
4'-0"x5'-O° QUIKSET
2-PIECE MANHOLE
IBY
APVO
C
1 1/2" GROUND 1 1
ROD HOLE
12" x 12" KNOCKOUTS TILL BE
PLACED IN EACH END TALL
UNLESS OTHERWISE SPECIFIED
SUMP
4•
24'
TOP SECTION
PERSONNEL OPENING SIZE OR
CAST IN RING AND COVER
AS REQUIRED BY CUSTOMER
SEE NECK EXTENSION AND
COVER DETAILS FOR
FEATURES AVAILABLE
BOTTOM SECTION
APPROXIMATE
TOP OR BOTTOM WEIGHTS
2'-0" INSIDE 4800 LBS.
24-G- INSIDE 5200 LDS
3'-0' INSIDE 5900 LDS.
3'-6" INSIDE 660C LBS.
4'-D" INSIDE 7300 LDS.
MWRIUM EXCAVATION
B'-0`.e'-0"
35-M i
31-0"x5'-0" QUIKSET
2-PIECE MANHOLE
TEC=l=k405,2
�
b A500CIATEW
tootot not. DRAWN
APPV
.°an worm. .w.n or
777 MAIN STREET
FORT WORTH, TEXAS
XTO ENERGY
BUILDING CONNECT
TG&A I°'A!" 121350T03
�...mva.a. Sws OW_.MT
\\TGAPCOS\Land Projects\new-BASE.dwg, 7/30/2012 11:38:28 AM, Joshua Turner
CAD FILENAME
B0X_CULV
BOX_ELE
BOX_SPR-CNTRL
BOX_TFC-CNTR
CONC_TOWER
DRAIN
FTRE_HYD
CUL.ANCII
HN_ELE
HN_GAS
HH_
HH_PGE
MH_ELE
MH_EX
MH_FOC
MHVGE
MHyRO
MH_SAN
MN -STORM
MIL_WTR
MH-UNIDENT
ABBREVIATION
BOX CULV
BOX EL
SPR CNTRL BOX
TFC CNTR BOX
CONC TOWER
ST DRAIN
FlRE HYD
GUY
EL NH
GAS NH
HH
NH PGE
El. MH
EX NH
FOC MH
PGE MH
PROP MH
55 MH
ST MH
WTR NH
UNIDENT MN
SYMBOL
a
tal
co
CAD FILENAME
MKRVOC-LT
MKR_FOC-RT
MTR_GAS
MTR_WTR
NOTE_OFFSET
PEO_CAN
PED_FOC
PED_PWR
PED_UNIDENT
POLE PWR
POLE_ST-LGT
POLE_TELE
POLE_TFC-LGT
SIGN
SPLICE
SPRINKLER
VLV_GAS
VLV_PGE
VLV_WTR
WETLANDS
SYMBOLS & LINE SYMBOLOGY
ABBREVIATION
FOC MKR
FOC MKR
GAS MKR
WIR MKR
CAN PED
FOC PEP
PWR PED
PED UNIDENT
PWR POLE
ST LGT
TEL POLE
TFC LGT
SIGN
SPLICE
SPRINKLER
GAS VLV
PGE VLV
WTR VLV
DESCRIPTION
SYMBOL
NOTE:
1 0/3 ARE TAKEN FROM B0C
104
Cal
SY
APVD DATE
Lover Name
DR
3_BURIED
BOC
CENTER
FOC
color
STANDARD LINETYPES
)!notion
90 DIRECTIONAL -BORE
RED
GREEN
CYAN
ROW
M
BLUE
MAGENTA
FENCE 230
RAPE
BURIED
CONTINUOUS
CENTER
FOC
M RIGHT_OF_W$
FENCE. -_ .
90 EMBANKMENT_V
PIJNE WIDTH FOR Madl20 4
i' = 30' PEN 4EIDHO,R
1.2
.6
0
0
0
0
MN
0
0
.004
.004
.004
.004
.004
_ .004
.004
. 004
GUARDRAIL
RAILROAD
210
30
SECTION 10
SYMBOLS
FOLIAGE
STORM_SEWER
SAN_SEWER
GAS
ELECTRIC
TELEPHONE
WATER
DINER
GEN_TEXT
STATION_TEXT
MATCHUNE_TEXT
SIDEWALK
HATCH
100
251
22
32
92
162
132
152
YELLOW
WHITE
12
12
12
230
c
GUARDRAIL
RAIL_ROAD_TRACKS
PHANTOM
CONTINUOUS
CONTINUOUS
SEWER
SANITARY,_ SEWER
GAS
ELECTRIC
TELEPHONE
WATER
cONfNUOus
CON1IN000S
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
0
, 0
0
TEC=H=C-r�
& ASSOCIATES
*PMt _nwn
:.n'c D4 -.D..,
_wn.++,n awn, me
0
0
.a
0
0
ALCM
PILL
DRAWN
IAPPV
0
0
0
0
0
0
. 004
.004
. 004
.004
.004
.004
.004
.004
.004
.004
.004
.005
.004
.006
.00a
.004
.004
777 MAW STREET
PORT WORTH, TEXAS
XTO ENERGY
BUILDING CONNECT
TC&A I' 12335DT01
�w"nn ewx 4.gDn'wIc
WARNING
TAPE
18" BELOW
FINISHED
GRADE
42"
MIN.
COVER
CURS
\\TGAPC05\land Projects\new-BASEdwg, 7/30/2012 11:38:43 AM, Joshua Turner
EXISTING GRADE
UCT STSTEu
12" MIN.
NOTE: BACKFILL WITH NATIVE
ROCK FREE MATERIAL OR AS
DIRECTED BY CITY. COMPACT TO
DENSITY REQUIRED BY CITY
TYPICAL TRENCH IN EARTH
REMOVE & REPLACE
TO NEAREST JOINT
BEYOND TRENCH
CONCRETE SIDEWALK
(SIBEWALX STRUCTURE
PER AGENCY REQUIREMENTS.
FOR RESTORATION - 4" INN.
CONW IE OEPTH)
BACKFILL
AS PER AGENCY
42" MIN COVER
CONCRETE SIDEWALK RESTORATION
N.T.S
42"
MIN.
COVER
2" MMIMUM OR AGENCY
REQUIREMENT IF GREATER
MARKER TAPE
TYPICAL TRENCH DETAILS
REPLACE GRAVEL SURFACE V/
3/4" MINUS CRUSHED MATERIAL
B" BASE COURSE MINMM
OR AGENCY REOUIREMERT
IF GREATER
12" MIN.
NOTE: BACKFILL WITH
NATVE ROCK FREE
MATERIAL OR AS DIRECTED
BY CITY
COMPACT TO 95X
TYPICAL TRENCH IN GRAVEL
6" BOTH SIDES
MARKER TAPE
DUCT SYSTEM
SA CUT EDGES
REPLACE HARD SURFACE
4" MIN THICKNESS OR AS
PER AGENCY REQUIREMENTS
I2" MIN.
BACKFILL:
AS PER AGENCY
ASPHALT PAVEMENT RESTORATION
N.T.S.
REV DESCRIWION
APVD CATE
6" SMCEL CASNG
DUCT SYSTEM
EXISTING WADE
OISTfNCE VANES
S MIN OM
UNDER ROAD SURFACE
CR BOTTOM OF
RR TRACKS
TYPICAL JACK AND BORE
N.T.S.
REMOVE & REPLACE
TO NEAREST DEEP JOINT
BEYpND TRENCH
WAVERTAPE 4'48
;Yq
DUCT SYSTEM
BACKFILL:
AS PER AGENCY
DUCT SYSTEM
a 12
Gy
a
TYPICAL DIRECTIONAL BORE
CONCRETE STRUCTURE
PER AGENCY REQUIREMENTS.
FOR RESTORATION - 6" MIN,
CONCRETE DEPTH)
12" MIN.
CONCRETE PAVEMENT RESTORATION
TEC-H_C-�
IL ASSOCIATES
tl.r,i', mw U r, n or m
DRAWN
APPV
777 MAIN STREET
FORT WORTH, TEXAS
XTO ENERGY
BUILDING CONNECT
TGAA I°"' 32136DT02
Opmmo awl a.it w..v4rt
\\JGAPC0511 and Prniects\new-BASF dwn 7/30001? 111%16 AM Inshua Tomer
4 BARS(E) NORI2.
AT 13 1/2" O.C,
6"
TOP MAT
LJ
9-4 BARS(C)
(TOP MAT)
8-5 BARS(A) AT 3 1/2' 0.C.
STRAIGHT (BOTTOM MAT)
BOTTOM MAT'
AT S' 0.C.I
CUP BARS 11/2'
FROM OPENING
i
vs Al
p1 CIRCULAR BARS(C)
AT CIRCULAR OPENING
PLAN - TOP SECTION
µ 9ARS(C) AT 7" 0.C.
(TOP MAT)
1.1/2"
CLR.
`CUP BARS 1 I/2"
FROM OPENING
p5 BARS(A)
AT 7 1/2 0,0,
p4 BARS(B)
/ AT 7" 0.C.
t
p4 BARS(B)
AT 13 1/2" 0.C.
ELEV. - SIDE WALL SECTION
6- p4 BARS(C) AT T' D.O.
CUP BARS 1 1/21.r
FROM OPENING
pa 9ARS(8)
AT 7' 0.C.
/p5 BARS(A)
Al 7 1/2" 0.C.
"I" H„
p4 BARS(B) 965M14
AT 3 1/2' 0.C.
ELEV. - END WALL SECTION
3'-0°x51-0"x41.-0'I MANHOLE
TOP SECTION
TABLE OF ASSEMBLED WEIGHTS
COVER TYPE
A. SOLID
350 LBS.
(159 KG)
REV OESCRIPUOM
C2 HOLE VENT
350 LBS.
(159 KG)
TYPICAL CONSTRUCTION DETAILS
TYPICAL DETAIL
PLACE SPLIT PVC BRANCH WYE
E/W H-STRIP
EXISTING MOTS.
EXISTING FIBER
OPTIC GABLE TO BE
REMOVED IN PHASE B
PLA24saEW
ROPOSED FIBER
OPT C CABLE
PROPOSED
TO REMAINING IINNCROUC BE
ONCE EXISTING FIBER OPTIC CABLE
15 REMOVED IN PHASE I1.
.250 H-STRIP
.351 Y— 3n
ISOMETRIC VIEW
OP�CCABLEEBER
PROPOSED
SLICD
TO SPARC INDT
-STRIP NOTE:
CONTRACTOR TO PLACE CAP ON
OPEN WTC ONCE EXISTING FIBER
OPTIC CABLE HAS BEEN REMOVED
1480 FRAME AND COVER
2" 32" DIA
51MM I 813MM
1 1/2"
311MM
�I^ ti
u
32" DIA
813MM 1 1/2"
38MM
11 1
0. I-
ry I 30" DIA I
>B2M1 I L 4-
32 1/4" DIA 103MM
1119MM
—1 I/2
38MM
GRATE TYPE
M FLAT HEAVY DUTY
360 LBS.
(183 NC)
BY APVD OAK
p4 BARS(A)
0
�g
n
12-/4 OARS(A) AT 6' O.C.
STRAIGHT (TOP MAT)
FLAN - SLAB BOTTOM
ALL CONCRETE SHAD HAVE A 28 DAY COMPRESSIVE
STRENGTH or 4500 RAI.
REINFORCING STEEL SHALL COMPLY WITH
ASTM AC15 GRADE 60. A706 GRADE 60 OR A497 GRADE 7C.
BAR BENDING AND PLACEMENT SMALL COMPLY WITH
ME LATEST AGt STANDARDS
STANDARD STRUCTURAL DESIGN IS BASED ON
AASHTO 115 20 WHEEL LOADING
WATER TABLE IS AT 3*-0" BELOW GRADE
FOR STANDARD STRUCTURAL DESIGN
THE STANDARD DESIGN 15 BASED ON THE TOP AT ANY
ELEVATION BETWEEN FINISHED GRADE AND 5'-0" BELOW GRADE.
THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR
BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES.
SPECIAL DESIGNS BASED ON OTHER LOADINGS OR
DEEPER INSTALLATION DEPTHS ARE LOADINGS OR
KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN INC SIZE
ANO LOCATIONS REQUIRED.
INSERTS. PULLING IRONS OR SUMPS CAN BE
SUPPLIED AS REQUESTED
CLR.
/rfT 6ARS(A)
/AT I4"DC
p4 BAR(O1 S
3 - /.
L1NSIDC
FACE
ELEV. - SLAB BOTTOM SECTION
3'-0"x51-0' SLAB BOTTOM
SECTION
TECH-G
& ASSOCIATES
,.our w,rn ewMM or TO
DRAWN
APPV
777 MAIN STREET
FORT WORTH, TEXAS
XTO ENERGY
BUILDING CONNECT
TC&A !^ "' 12135DT04
I,nr+RA wt$ nnz ma1.1i 1 4VC,eL
Inn.1WH,
\\TGAPCOS\land Projects\new-BASE.dwg, 7/30/2012 11:36.08 AM, Joshua Turner
Posted
Speed Speed n
KMPH MPH
50 30
55 35
65 40
70 45
80 50
90 55
95 60
105 65
115 70
BID
AOAD FDEf
ENO
9'W ROg(
OP(300NMAL PH OR1 SSPH
\ I I
SEE SHEET 8 OF 9 FOR GENERAL
NOTES AND SHEET 9 OF 9
FOR DEVICE SPACING.
ARTERIAL ONE LANE CLOSURE
Typical Transition Lengths and
Suggested Maximum Spacing of Devices
Minimum Desirable Suggested Mar. Suggeoted
Toper Length (L) Device Spacing Sign Spacing
Meters (Feet) Mete" (Feet)
3.0(10) 3.3(11) 3.6(12) on o On a ,X,
ub Qat Offset Offset taper tangent
Neters ters Meters Meters Meters Dimension
(fat) (feet) (feet] (test) (Ieetl
(1550) pas) (1o) (a0) (60-75) 40 (120)
L le go (205) (2725) (245) (35) (70-90) 50 (160)
80 (2135) (295) (322001 (40) (�110001 75 (240)
(5500) (495) (540) (45) (90-110) 100 (320)
(50000) (550)150 5 00-35
12 120 (400
(50) (50)1(130-125) )
35-40
(550) (1505) (6so) (551 (110---1440) 150 (500)
L.15S' 180 200 220 18 40-45 800
(600) MO) (720) (60) (120-150) 180 (600)
(715) (7TBo5) (65) it130 155) 210 (700)
215 235 255 21 45-55 240 (600)
(700) MO) (540) OM(140-1751
195
(850)
TYPICAL TRAFFIC CONTROL DETAIL
OPTIONAL FOR
50 KMPH
(30 MPH) OR LES
OP ONAL FOR 50 KMPH
(30 MPH) OR LESS
SEE SHEET 8 OF 9 FOR GENERAL
NOTES AND SHEET 9 OF 9
FOR DEVICE SPACING.
ONE WAY ARTERIAL
TWO-LANE CLOSURE
LEGEND
0 0 Channelizing devices
Troller mounted
flashing arrow
board
Ere Flogger
REV
BESCRIP1mN
By
APVD SAtt
VERTICAL PANEL
DRUM
- 100 mm MIN.
200 mm MAX.
(4'Io1H)
LONG TERM AND INTERMEDIATE TERM STATIONARY WORK
RETROREFLEGTNE
BAND
TUBULAR MARKERS
75 mm TO
100
(0' TO 4')
CONES
- 150 rum
107
CHANNELIZING DEVICES
TEC—H=C-z
6 ASSOCIATES
arViwva wn[a+rur
PIO
DRAWN
APPV
777 MAIN STREET
FORT WORTH, TEXAS
XTO ENERGY
BUITDING CONNECT
TC&A I-e "e 12135DTO5
Iw+,me uwi •me �o,rt
re-
Rtv
RCN.
\\TGAPCOS\land Projects\new-BASE.dwg, 7/30/2012 11:3621 AM, Joshua Turner
CHANNELIZING DEVICES
TALL CHANNELIZING DEVICES SHALL HAVE WARNING LIGHTS OR LARGE REFLECTORS WHEN USED
AT NIGHT. FLASHING WARNING LIGHTS MAY BE PLACED ON CHANNELIZING DEVICES USED
SINGULARLY OR IN GROUPS TO MARK A SPOT CONDITION. WARNING UGHTS ON CHANNELIZING
DEVICES USED IN A SERIES SHALL BE STEADY -BURN. CHANNELIZING DEVICES IN TAPERS AT
NIGHT SMALL HAVE TYPE C WARNING UGHTS.
2THE RETROREFLECTNE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH,
SEALED OUTER SURFACE.
3.THE NAME AND TELEPHONE NUMBER OF THE AGENCY. CONTRACTOR OR SUPPLIER SHALL BE
SHOWN ON THE NON-RETROREFLECTIVE SURFACE OF ALL CHANNELIZING DEVICES. THE
LETTERS AND NUMBERS SHALL BE A NON-RETROREFLECTIVE COLOR AND NOT OVER 50 mm
(21 IN HEIGHT,
4,PARTIWAR ATTENTION SHOULD BE GIVEN TO ASSURE THAT CHANNELIZING DEVICES ARE
MAINTAINED AND KEPT CLEAN. VISIBLE AND PROPERLY POSTTONED AT ALL TIMES. DEVICES
SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST SIGNIFICANT AMOUNT OFTHEIR
RETROREFLECRVfTY AND EFFECTIVENESS.
CONES
CONES SHALL PREDOMINANTLY BE ORANGE, FLUORESCENT RED -ORANGE, OR FLUORESCENT
YELLOW -ORANGE IN COLOR, NOT LESS THAN 70 mm (261IN HEIGHT, AND SHALL BE MADE OF A
MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. FOR NIGHTTIME
USE, CONES SHALL BE RETROREFLECTIVE OR EQUIPPED mix UGHTING DEVICES FOR MAXIMUM
VISIBLITY. RETROREFLECTION OF CONES SHALL BE PROVIDED BY WHITE BOND 150 nun (61
WIDE, NO MORE THAN 75 TO 100 mm (3 TO 9") FROM THE TOP OF THE CONE, AND AN
ADDmONAL 100 mm (4") WHITE BAND A MINIMUM OF 50 mm (21BELOW THE 150 mm (61
BAND, TRAFFIC CONES ARE NORMALLY USED FOR SHORT•TERM STATIONARY AND SHORT
DURATION WORK HOWEVER, CONES MAY BE USED FOR INTERMEDIATE -TERM STATIONARY WORK
AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED.
TUBULAR MARKERS
TUBULAR MARKERS SHALL PREDOMINANTLY BE ORANGE IN COLOR NOT LESS -THAN 700 mm
(28") IN HEIGHT, A MINIMUM 50 mm (21 WIDE WHEN FACINGTRAFFIC AND MADE OF A MATERIAL
THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES. FOR NIGHT TIME USE. TUBLULAR MARKERS
SHALL BE RETROREFLECTIVE PROVIDED BY TWO (2) 75 mm (31 WIDE WHITE BANDS PLACED A
MAXIMUM OF 50 mm (2") FROM THE TOP, WITH A MAXIMUM OF 150 mm (6") BETWEEN BANDS.
TUBULAR MARKERS ARE NORMALLY USED FOR SHORT-TERM STATIONARY AND SHORT DURATION
WORK. HOWEVER. TUBULAR MARKERS MAY BE USED FOR INTERMEDL4TE-TERM STATIONARY WORK
AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED.
VERTICAL PANELS
VERTICAL PANELS SHALL BE 200 TO 300 min (8 TO 12`) WIDE AND AT LFAST800 mm (24")
IN HEIGHT. THEY SHALL HAVE ORANGE AND WHITE STRIPES. AND BE RETROREFLECTIVE. PANEL
STRIPE WIDTHS SHALL BE 150 mm (6") EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN
900 mm (36"). WHEN 100 mm (4") STRIPES MAY BE USED. IF USED FOR TWO-WAY TRAFFIC,
BACK-TO-BACK PANELS SHALL BE USED.
DRUMS
1. DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHT-
WEIGHT FLEXIBLE AND DEFORMABLE MATERIALS AND BEA MINIMUM Of 900 mm (369IN
HEIGHT, AND HAVE AT LEAST4.50 mm (18") MINIMUM WIDTH. REGARDLESS OF OREINTATION.
STEEL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL.
CIRCUNFERENTIAL. ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES IODIC
200 mm (4 TO (1") WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO (2) ORANGE AND
TWO (2) WHITE STRIPES. ANY NO N.RETROREFLECTNE SPACES BETWEEN THE HORIZONTAL
ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 50 mm (2') WIDE. DRUMS SHALL HAVE
CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK 0R OTHER DEBRIS.
2. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER OR ANY MATERIAL TO AN EXTENT
THAT WOULD MAKE THE HAZARDOUS TO MOTORISTS. PEDESTRIANS OR WORKERS. WHEN THEY
ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING. THEY SHOULD HAVE DRAINAGE HOLES IN
THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZECAUSING A HAZARD IF STRUCK
BY A MOTORIST. BALLAST SHALL NOT BE PI AWrD ON TOP OF THE DRUM,
TYPICAL TRAFFIC CONTROL DETAIL
1. ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRIr-4r1FS AND WARNING SIGNS SHALL BE
FURNISHED, PLACED, CONSTRUCTED AND MAINTAINED IN THE APPROPRIATE TYPES AND
SIZES AND FLAGGER OPERATIONS EXECUTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THE TFYA.S MANUAL ON UNIFORM CONTROL DEVICES (TMUTCD), THE CITY
STANDARD SPECIFICATIONS SERIES 800 AND THE CITY TRANS-
PORTATION CRITERIA MANUAL, OR AS DIRECTED BY THE ENGINEER OR DESIGNATED RE-
PRESENTATIVE. IF A CONFLICT ARISES THEN THE CITY TRANSPORTATION
CRITERIA MANUAL SHALL CONTROL UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER
OR DESIGNATED REPRESENTATIVE.
2. THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION DIVISION OF THE DEPARTMENT
OF PUBLIC WORKS AT 972.X)OCXX)OC NO LATER THAN 72 HOURS PRIOR TO DATE
WHICH THE CONTRACTOR INTENDS TO SET UP BARRICADES TO START CONSTRUCTION.
3. PROPOSED CONSTRUCTION TRAFFIC MOVEMENTS MAY REQUIRE EXISTING SIGNAL HEADS
TO BE RELOCATED. THE CITY WILL REVIEW SIGNAL HEAD LOCATIONS DURING
CONSTRUCTION AND PERFORM THE REQUIRED ADJUSTMENTS. THE CONTRACTOR SHALL
CONTACT THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT
972200000C( THREE (3) DAYS PRIOR TO PLACMENT ANY TRAFFIC CONTROLS WHICH MAY
REQUIRE SIGNAL HEAD ADJUSTMENTS/RELOCATION.
4. THE CONTRACTOR SHALL PROVIDE ONE (1) FULL-TIME OFF -DUTY, UNIFORMED CITY POLICE
DEPARTMENT CERTIFIED PEACE OFFICER AND ONE (1) VEHICLE OF THE i Tit APPROVED BY THE
ENGINEER OR DESIGNATED REPRESENTATIVE FOR TEMPORARY LANE CLOSURES WHEN
UNDERSEALING, MILLING. PAVING AND WHEN WORKING IN INTERSECTIONS AS PART OF THE
TRAFFIC CONTROL OPERATIONS. THE PEACE OFFICER SHALL BE ABLE TO SHOW PROOF OF
CERTIFICATION BY THE TEXAS COMMISSION ON LAW ENFORCEMENT OFFICER STANDARDS.
5. THC CONTRACTOR SHALL NOTIFY ALL OTHER GOVERNMENTAL AGENCIES WHOSE RIGHTS -
OF -WAY ARE AFFECTED BY HIS WORK ACTMTIES. THE CONTRACTOR SHALL PROVIDE
ANY ADDITIONAL TRAFFIC CONTROL DEVICES THAT THEY MAY NEED.
6. THE CONTRACTOR SHALL MAINTAIN ONE (1) DUST -FREE LANE OF TRAFFIC IN EACH
DIRECTION AT ALL TIMES. UNLESS OTHERWISE NOTED IN THE DRAWINGS OR APPROVED
THE ENGINEER OR DESIGNATED REPRESENTATIVE.
7 THERE SHALL BE A MINIMUM OF THREE (3) METERS (10 FEET) CLEAR WIDTH FOR
EACH LANE OF TRAFFIC IN CHANNELIZED AREAS, UNLESS OTHERWISE NOTED ON THE
DRAWINGS OR APPROVED BY TIE ENGINEER OR DESIGNATED REPRESENTATIVE.
8. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. IF ACCESS
CANNOT BE MAINTAINED, THE CONTRACTOR WITH THE APPROVAL OF THE ENGINEER OR
DESIGNATED REPRESENTATIVE SHALL PROVIDE AT I FAST 24 HOUR WRITTEN NOTICE OF
LIMITED ACCESS 70 AFFECTED PROPERTY OWNERS. THE CONTRACTOR SHALL PROVIDE
BUSINESS ACCESS SIGNS AS NEEDED TO NFORM DRIVERS OF THE LOCATIONS OF ALL
DRIVEWAYS.
9. TEMPORARY LANE CLOSURES IN THE CENTRAL BUSINESS DISTRICT (COD) OR ON
ARTERIAL STREETS SHALL NOT BE PERMITTED DURING THE HOURS OF 7 AM TO 9 AM
AND 4 PM TO 6PM MONDAY THROUGH FRIDAY UNLESS PRIOR APPROVAL HAS BEEN
OBTAINED FROM THE TRANSPORTATION DIVISION,
10.TRAFFICCONTROL SHOWN ON STANDARD DETAILS AND PLAN SPECIFIC. ADDITIONAL SIGNING AND/
OR BARRICADING, AS WELL AS TEMPORARY PAVEMENT MARKINGS AND OBLITERATION/
RESTORATION OF EXISTING PAVEMENT MARKINGS, MAY BE REQUIRED DEPENDING ON
FIELD CONDITIONS FIELD ADJUSTMENTS TO TRAFFIC CONTROLS WILL NOT BE PAID FOR
DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO ITEM NO. 803S 'BARRICADES, SIGNS
AND TRAFFIC HANDLING",
11.THE CONTRACTOR SHALL DESIGNATE A COMPETENT PERSON FOR TRAFFIC CONTROL
THE COMPETENT PERSON SHALL MAKE INSPECTIONS OF THE TRAFFIC CONTROL
DEVICES AT LEAST TWO (2) TIMES A DAY (ONCE AT THE BEGINNING OF THE DAY AND
ONCE AT THE END OF THE DAY), INCLUDING NON -WORKING DAYS, ENSURING THAT ALL
DEVICES ARE IN THEIR PROPER PLACE AND ARE IN WORKING ORDER.
12.ALL DEVICES SHALL BE MADE USING MATERIALS LISTED ON THE TxDOTAPPROVED
PRODUCTS LIST.
REV
DESCRIPTION OT APVD DATE
13. ALL PERSONS WORKING WITHIN THE RIGHT-OF-WAY SHALL WEAR A BRIGHTLY COLORED
SAFETY VEST. FOR NIGHTTIME WORKTHE VEST SHALL BE RETROREFLECTIVE,
14, WHEN AN INTERSECTION IS CLOSED FOR CONSTRUCTION, THE CONTRACTOR SHALL
PROCEED WITH CONSTRUCTION IN SUCH A MANNER THAT THE CLOSURE TIME IS
MINIMIZED.
15. THE CONTRACTOR SHALL NOTIFY THE CAPITAL METRO DISPATCHER AT3854295 ONE
(1) WEEK PRIOR TO LANE CLOSURES ADJACENT TO BUS STOPS.
DURATION OF WORK
WORK DURATION 15 A MAJOR FACTOR IN DETERMINING THE NUMBER AND TYPES OF
DEVICES USED IN TEMPORARY TRAFFIC ZONES. THE FIVE (5) CATEGORIES OF WORK
DURATION AND THEIR TIME AT A LOCATION ARE AS FOLLOWS:
• LONGTERM STATIONARY -WORK THAT OCCUPIES A LOCATION FOR MORE THAN 3
DAYS.
- INTERMEDIATE -TERM STATIONARY -WORK THAT OCCUPIES A LOCATION FROM
OVERNIGHT TO 3 DAYS.
- SHORT-TERM STATIONARY -DAYTIME WORK THAT OCCUPIES A LOCATION FROM 1
TO 12 HOURS.
- SHORT -DURATION WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR.
-MOBILE WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY.
Typical Transition Lengths and
Suggested Maximum Spacing of Devices
Pasted
Speed
KPH
(MPH)
50
(30)
55
(35)
65
(40)
70
(45)
80
(so)
BD
(55)
100
(60)
105
(65)
115
(70)
Formula
L
60
L=WS
Minimum Desirable
Taper Lengths (L)
Meters (Feet)
3.0(10) 32(11) 3.6(12)
Offset Offset offset
Meters Meters Meters
(loot) (feet) (foot)
45 50 55
(150) (165) (180)
85 70 75
(205) (225) (245)
80 90 100
(265) (295) (320)
135 165
(450) (495) (540)
150 165 180
(SOO) (550) (600)
165 185 200
(550) (805) (660)
180 200 220
(800) (880) (720)
195 215 235
(650) (715) (780)
215 235 255
(700) (770) (840)
Am"")
TECH=- )*koar
TtS
6 ASSOCATee
ori ave. atrecoutte cm
Suggested Max
Device Spedng
On
leper
Molars
(feet)
9
(30)
10
(35)
12
(40)
13
(45)
15
(50)
18
(55)
18
(60)
19
(65)
21
(70)
RAWN
PPV
ON
tangent
Meters
(feet)
15-20
(80-75)
25-25
(70-90)
25-30
(80.100)
25-30
(90.110)
30-35
(100-125)
3540
(110-140)
4045
(120-150)
40-50
(130.165)
45-55
(140-175)
Suggested
Sign Spacing
Motors (Fort)
x
Dimension
40 (120)
50 (180)
75 (240)
100 (320)
120 (400)
150 (500)
180 (600)
210 (700)
240 (800)
777 MAIN STREET
FORT WORTH, TEXAS
XTO ENERGY
BUILDING CONNECT
TC&A I°n0'
12135D706
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\\TGAPC05\land Projects\new-RASE.dwg, 7/30/2012 11:36:34 AM, Joshua Turner
C BACK OF SIDEWALK r A
rBACK OF CURB
WIRE SCREEN OR.
FILTER FABRIC
r_ CATCH BASIN
CURB 6VL£T�
—A
2X4 WOOD STUD
CONCRETE BLOCK
CONCRETE BLOCK
3/4" 0 DRAIN GRAVEL J PLAN VIEW
(zomm)
PON'DiNG HEIGHT
- OVERFLOW
(-AWE SCREE," Cl? % ,
FLTER FABR,'C - (2X4 W000 W000 STUD
000X50 TIMBER STUD)
CONCRETE BLOCK
CURB INLET
CATCH BAS.N
SECTION A — A
7. USE ELGCK AND GRAVEL TYPE SEDIMENT
BARRIER WHc' t CU.R3 ;NL£T /5 LOCATED 1N
GENTLY CZ0m''C STREET SEGMENT, WHERE
WATER CAN POND AND ALLOW 5E.01.11ENT TO
SEPARATE FROM R'v3 r
2. BARRIER SHALL ALLOW FCR OVERFLOW
FRCV tEVERE STORM EVENT
3, ASPECT S4tk ER5 AND REMOVE SED"MENT
AFTER EACH STORM EVENT SEO'-u:ENT AND
GRAVEL MUST BE REMOVED FROM ThE
TRAVELED WAY VVED/ATELY
TYPICAL CONSTRUCTION DETAIL
CURB INLET
SEDIMENT BARRIER
(BLOCK & GRAVEL)
REV
DRAW
GRATE--‘;
-A
-A
CONCRETE
BLOCK
GRAVEL BACKRLL
PLAN VIEW 3/4" (2Omm) MW
NOTES:
7. DROP ;'INLET SEGMENT BARRERS ARE TO
BE USED FOR SMALL, NEARLY DRAINAGE
AREAS (LESS THAN 5%)
2. EXCAVATE A BASW GE SUFFICIENT SIZE
AD✓AC&VT TO THE ORC^' AVLET
3 THE TOP CF THE STRUCTURE (POAV1NG
HEIGHT) MUST BE WELL BELOW THE GROU.NJ
ELEVATION DOWNSLOPE TO PREVENT RLWCFF
FROM BYPASS/NG TN( WLET, A TEMPORARY
DIVE NAY BE NECESSARY ON THE DOWNSLOPE
SDI OF THE STRUCTURRE.
r--J
LJ
1 ^gPnd
Phase 1 (Hay Bales er Silt Fence)
Phase 2 (Hay Boles)
Phose 3 (Hay Boles or Silt Fence)
SA Fences shall be rated at 19S 9pm/rl'
SILT FENCE
(41N NEIGHS 2C
ABC C EXIST, GROUND)
CWPACtCD
OR ROC( BACKED', "
TRENOe -
Sfl T FENCE
DESCRIPTION
6
STEEL FENCE P051
MAX. 6' SPACING, MT
-DIREOWENT * 10'
YaA MESI e4:NINc
SOP ONT 4a4 WI 4tWi 4
�MHNWN4 ALLOWABLE, PN
IS AGNCEGTA CC rAORIC
Ry
T6- WIN
OFIC TOE -IN
APVS
DATE
GRAVEL BACKFLL
CONCRETE BLOCK
OVERFLOW
WATER
WAPf?
SECTION A — A
W'RE SCREEN OR
ALTER FABRIC
PONV(VG HT.
BLOCK AND GRAVEL
DROP INLET
SEDIMENT BARRIER
CONSTRUCTION NOTES — Sit T FFNCF
I. Ptak, whtch support the silt fence shall Pa installed on o slight angle toward the
anticipated runoff foveae. The poet must be embedded a minimum of 18 inhale,
2 The toe of the silt !once stall be trenched .n wdh a spode or mechanic& trencher,
so that the downslope face al the trench 's fiat and perpendicular to the line ill
flew, mare fence cannot be trenched In (e.g, pavement), weight (attic bop nllh
washed grovel on the uph'Ill sale to prevent flow under fence
3. The trench must be o minimum of 6 inches deep and 6 tm,hes wtde to (Wow (or the
silt fence fabric to be l0'td in the ground and backfltaea with composted material.
e- Silt fence shall be securely fortened to each support post or to woven wire, Mika
is in turn ottoched t0 the ,upp. AI twat, There shoil be 0 6 ilKh double Gallop,
secure), tautened Mere ends of lobric meet
5 Inapectlon shall be mo,t weekly or after each ro'nf&l. Repair or replacement shall
wa mate promptly as needed.
6. Silt fence 111o11 be removed when the oils la completely stabilized so ale not 10 block
or impede storm pow or drainage.
7 Accumulated &at short be reran:ed when it rrached o depht of 6 inches The slit
shall be disposed of at an approved site and n such a manner cs to not rantdbute
to addthonal autot1 n
TEC=H=64.95,
a ASSOCIATC3
w aaMexr
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nnwict
DRAWN
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777 MAIN STREET
FORT WORTH, TEXAS
XTO ENERGY
BUILDING CONNECT
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TO
ENERGY
EROSION CONTROL GENERAL NOTES
THE CONTRACTOR /S RESPONS'BLE FOR PREPARING AND W LEMENTNG AN EROS'ON, SEG:ANENT AND
POLLUTION PREVENT:CN PLAN .W ACCORDANCE WITH The EPA NATIONAL POLLUTANT DISCHARGE
EL:MIAR'ON SYSTEM (RIDES). THE DETAILS SHOWN ON TH5 SHEET REPRESENT TYP:CAL .II£TH005
FOR COVTROLLNG EROSION DURING CONSTRUCTION AND ARE INTENDED FOR THE CONTRACTORS GL''CWNGE
AV PREPAR.A:; THE POLLUTION PREVENTION PLAN THE CONTRACTOR'S PLAN SHALL ANCLUDE+ BUT NOT BE
LAIITEO T0. SUBMTTAL OF AN NOT/CC or .'INTENT (NCO TO THE EPA, A DRAWING SHOWING LOCATION
AND TYPE OF EROSION CONTROL ME7h'005 USED, INSPECTION AND SUBCONTRACTOR COMPLIANCE
CERTIFICATIONS, SP'LL PREVENTION PLAN AND OTHER ITEMS REOUREO 70 COMPLY WITH NPDES
REOLIREMENTS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AMANTA:MMNG EROS'ON CONTROL DURNG CONSTRUCTION
AND FOR 09T4'N+VC ANY REDOIREO CONSTRUCTION RELATED DRAbVAGE PERMITS OR MAKING ANY
CONSTRUCTION RELATED NOTF70AT/ONS. AN AVSPEC7✓ON REPORT THAT SUMMARIZES INSPECT:ON
ACT/V1TTES AND IMPLEMEAVTA/ON OF THE STORM WATER POCLUTON FREVENTION PLAN (SWP3) SHALL
BE RETA'N'ED BY THE CONTRACTOR AND MADE A PART OF THE CONSTRUCTION DOCU.NENTS. Th'E
CONTRACTOR SHALL PROIOE INSP£C720,V RECORDS, ORIGINAL PLANS AND MODIFIED PLANS TO THE
OWNER AT CONTRACT CLOSE-OUT"
TEMPORARY STORM GRASVAGE AND/OR £ROS1ON CONTROL MATERIAL SHALL BE SUITABLE FOR TH1S
APPLICATION AND SHALL BE INSTALLED WITH THE PROPER TECM\70UE5 BY THE CONTRACTOR AS REOU'+:RED
BY NCTCOJ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON. TEMPORARY STORM DRAINAGE
AND/OR EROSION CONTROL MATERIAL SHALL BE REMOVED BY THE CONTRACTOR AND ANY EXCAVAT.OA'S
BACK FILLED BY THE CONTRACTOR AV ACCORDANCE WITH NCTC00 STANDARD SPECF'CATION9 FOR PUELIC
WORKS CONSTRLOT/ON WHEN TEMPORARY ER05/ON CONTROL DAWES ARE N'O LONGER NEEDED AS
DETERMINED BY THE OWNER. MA'VT£NANCE OF THE PERMANENT EROSION CONTROL MEASURES AT TIE
SITE WILL BE ASSUMED BY THE OWNER AT CONTRACT CLOSE-OUT AND ACCEPTANCE OF THE I*ORK.
/7 /S THE INTENT OP THE <VFORMATu'N PRO/0E0 OW THESE DOCUMENTS TO BE USED AS THE GENERAL
CLYDEUNES OF THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) F0.? TICS PROJECT TO
£STABUSH A M4VLNLM BASIS 0.= COMPLIANCE WITH FEDERAL REGULATIONS. 7-HE STORM WATER POLLUTION
PREVENTION PLAN (SWAPS). TO BE PREPARED BY THE CONTRACTOR, SHALL MEET THE
CL:RRENT REOUREVENTS SET FORTH .41 THE ENVIRONMENTAL PROTECT/ON AGENCY'S +;FOES GENERAL
PERMITS TOR STORM WATER DISCHARGES FROM CONSTRUCTION CITES.
THE STORM WATER PO1 /1710N PREVENL'O: PLAN (SWP3) SHALL ADDRESS THREE GOALS' DIVERSION OF
UP SLOPE WATER AROUND DISTURBED AREAS CF THE SITE; UM'T TF'£ EXPOS1'R£ OF DISTURBED AREAS
TO THE SHORTEST DURA7CN POSSIBLE; At'0 REMOVAL OF SEDIMENT FROM STORM/ WATER BEFORE /T
LEAVES THE SITE
THE CCVTRACTO.R SHALL MAKE THE STORM WATER PREV NT:O''.' PLAN (SWP3) AVA:1ABLE, UPON RECJ£S7:
70 THE EPA.
THE CONTRACTOR MUST AMEND THE STORM WATER POLLUTION FLAP; (SWP3) WHENEVER THERE IS
A CHANCE IV DESIGN. CONSTRICTION.. OPERAT)CV. OR MAWT£NAPICE OF THE SWP3, OR WHEN THE
EX15771VG SWP3 PROBES (':EFFECT/Ic MODIFICATIONS SHALL P:0T COMPROMISE THE INTENT 0= THE
REOU"REMENTS CF THE LAW. MOC'7CAT/DNS /CLt OM9 OE95.V AND ALL ACD"7.VMAL MATERIALS
AND WORK SHALL BE ACCOMPLISHED BY THE CO TRACTOR AT NO ADO/TDNAL EXPENSE TO THE 0W^'ER.
DYE CONTRACTOR SHALL. NSPECT STAS,L/ZAAON AND ERGSON CONTROL MEASURES AT A MINITATIV OF
ONCE EMERY 7 SAYS AND Wf7H'N 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5-%^:Ch£S. THE
CONTRACTOR SHALL REPAT.R 6'240E0UA0£S REVEALED BY THE :V5P£CTO•V W/T1•N 7 CALENDAR GAYS
FC: LDWrNG THE ASPECT/CV.
REV
DESCRIPTION
BY
ALL CONLRAC70R5 AND SUBCONTRACTORS .DENT/FIED IV THE PLAN MUST CERT'6'' AS 70 AN USDERSTAA'D.NC
OF THE NODES GENERAL PERMIT BEFORE CONDUCT/VG ANY ACTIVITY IDENTIFIED IN THE POLLUTION
PREVENTION PLAN.
THE CONTRACTOR SHALL ADOPT APPROPRWTE CONSTRUCT/ON SITE MANAGEMENT PRACTICES TO PREVENT
THE DSCHAROE OF MS, GREASE, PAINTS, GASOLINE, AND OTHER POLLUTANTS TO STORM WATER
APPROPRIATE PRACTICES SHALL IN'CLUOE, BUT NOT BE LIMITED TO: DESIGNATING AREAS FOd £OU%PMEN7
MAVTENANCE AND REPAIR; REGULAR COLLECTION OF WASTES CONVEN•'ENTLY LOCATED WASTE
RECEPTACLES,' AND DES/CNAT.NG AND CONTROIIIVC EOUtPMENT WASHDOW.V.
BORROW AREAS, /1' EXCAVATED, SHALL BE PROTECTED 4413 STABILIZED BY THE CONTRACTOR IV A
MANNER ACCEPTABLE TO THE OWNER
ALL RCN -PAVED AREAS SHALL BE SEEDED ANO MLLC/ED WITH EROS.'OV PROTECT/ON CRASS BY THE
CONTRACTOR /.UNEDATELY UPON COMPL£TOV OF FINAL CRADNG, THIS INCLUDES ALL DITCHES AND
EMBANKMENTS. THE' CONTRACTOR SHALL MA1TA»V FINAL GRADING AND KEEP SEEDED AREAS WATERED
MANZ FULLY ESTABLISHED AND ACCEPTED BY OWNER.
THE CONTRACTOR SHALL CONSTRUCT A 5'CT FENCE AT ALL LOCALOI','S SHOWN AL; FLANS AND ALL BORROW
AND STOCK PIE AREAS. THE SILT FENCE SHALL BE CONSTRUCTED AS DETAILED ON TINS FLAN. THE
CONTRACTOR SHALL REMOVE ACCUM''LATEO SILT WHEN /T REACHES A DEPTH OF 6-INCHES THE CONTRACTOR
SHALL DISPOSE OF THE REMOVED SY7 /4' A LOCATION APPROVED BY THE OWNER AND :N SOON A MANNER
AS N07 TO CONTRIBUTE' TO EROSO.V AND S£0%N£N7ADON THE CONTRACTOR SHALL REMOVE THE SILT FENCE
WHEN Th£ SITE /5 COMPLETELY S7A5ILIZED AND APPROVED BY THE OWNER 50 AS NOT TO BLOCK OR IMPEDE
STORM FLOW OR DRANAGE
.THE CONTRACTOR SHALL D'SICNA7£ MATERL4L AND EOUIPMEN7 STORAGE AREAS MUTUALLY AGREED TO
BY THE OWNER THE STORAGE AREAS SHALL BE GRADED FOR POSITIVE ORA,AACE AND THE SURFACE
STAB'UZEO WITH A t1W/9164d OF 2-1N'CHES OF CC.t/PACTEO FLEX BASE CO/ 6-NCHES OF SCARIFIED AAL7
RE -COMPACTED SU9 GRADE BY THE CONTRACTOR . A SILT FENCE SHALL BE %"1STALL£D BY THE' CONTRACTOR
AROL'/t0 THE STORAGE AREAS TO PREVENT ERODED M ATERAL FROM LEAVING THE SITE
ALL ATLEIS (CVS/TE AND OFFS/T£) R£C£/W VC DRAINAGE WATER FROM DISTURBED AREAS SHALL BE PROTECTED
BY THE CONTRACTOR AS Sh'0WN OR BY OP, TER OWNER AND CITY APPROVED METHODS TO PREVENT ERODED
MATERIAL FROM BEING TRANSPORTED ..".'TO INLETS THE !.`:LET PROTECTION SHALL BE CONSTRUCTED AS
SHOW.; CV Th'ESE PLANS
ROC'! RIP -RAP, IF USED RI AND AROUND ORA:NAGE STRUCTURE: SHALL CONFORM TO THE' TEXAS DEPARTMENT
CP TRA.'r.'3PCRTAT,OV (TXD07) STANDARD SPEC?CATIONS FOR CONSTRUCTION OF USHWA S. STREETS AA:7 BROGES
(1991 SLUE 5GOK) ITEM 432 WITH RECAPDS TO MATERIALS AND CONSTRUCT/ON METHODS. AN.E55 DENOTED
OTHERWISE ON THE PLANS, ROCK RIP -RAP 'HALL 5E WELL GRADED DRY STONE TYPE R AA; SHALL BE FACED
/N A LAYER P/1TH A PERM OF AT LEAST 2 FEEL THE CONTRACTOR SHALL PLACE /U:✓-WOVEN FLIER FABRi0
G'\DER THE ROCK RP -RNA TALE NON -WOVEN FILTER FABRIC SHALL PE /d.RAF6, :h'C. 1100N OR AND OWNER
APPROVED ECUAL
TFS PRO..ECT LTMPL•'ES WITH IRE XTO
FRA46HSE UPLITY EROSION CONTROL F',.AN FRA4'CHSE
UT;J7i PLAN ECPy1 AAD ECP//2 FLED W:TH THE C/T,'
OF FORT WORTH.
AYVO
DATE
TIE.. Ft-r6� 1114
6 A660CIAT66
dw.{w'.w(xrN
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777 MAIN STREET
FORT WORTH, TEJC.S
XTO ENERGY
BUILDING CONNECT
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EUTILITY5RO.W.REFFIE5BITEGOD
Fl_flt5 Pf$RRse°C/1RECORDS.
nor ON BOU'OtYi Y SURVEY
SPLiDIXPOSURES
STA. 0+00
CONTRACTOR TO LOCATE AND
INTERCEPT EXISTING 4" DUCT WITH
2-4"OPTI DUCT
ESTIMATED
SHEET TOTALS
TRENCH
DIR. BORE 250'
ENCAS. PIPE
42" ROUND ICH
18"xl1"x1e" RH
1.5" ROPE -TOTAL
4" PVC OPTI 70'
INNERDUCT
BORE
4" PVC
48 FIBER CABLE
h_UIWIkI IWIcc0 I I
/// / /////1
STA. 0+35
CONTRACTOR TO PLACE PROPOSED
42" ROUND MANHOLE
I I I
a
I
1 ' ', �1—, 4 y 4 IiI
I I, I I I
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1_ ..+— I I —1
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777 MAIN STREET
FORT WORTH, TEXAS
1+oo
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I I
STA. 0+00 — STA. 2+50
I CONTRACTOR TO PLACE 4-1.5
H.D.P.E.
R/W
pp
7TH STREET
F. ABV/CAPROC:
r
II 1
I
• 1
>_H
I I . II 1
N
2+00
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/it-
5'
15'
REV
DESCRIPTION
BY
APVD DATE
it
la
Ili
si
•c •
NOTE
CONTRACTOR TO REMOVE
AND REPLACE EXISTING
BRICK PAVERS TO ORIGINAL
OR BETTER CONDITION PER
CITY REQUEST
f•R5 _ 80X .tULVERr
• I t •
lI \
T-
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5' 14'
(4011
al
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a weaoaw7ee BUILDING CONNECT
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WIIOLIT ..ma creme > am Cowry
SCAI E• 1.... 20'
STA. 2+5
CALL. BEFORE YOU DIC
I- BOO -OIc-VEss
HOURS NODCE REQUIRED
777 MAIN STREET
FORT WORTH, TEXAS
\\TGAPC15\Land Projects \12135pv01.dwg, 10/10/2012 12;49:31 PM, JG
NOTE
UTILITYEROW.REPasammon
PUTTS MRE BRS®CN FECORDS
not alDOLTt ellYSURVEY
5Fe.DEX1'O311I115.
ESTIMATED
SHEET TOTALS
II TRENCH
DTB. BORE
ENCAS. PIPE
1442" MR
18"xl t"z18" RR
1.5"BDPE-TOTAL 708'
MILL TRRU
INNERDUCT
I BORE
4" PVC
48 FIBER CABLE
l77'
I
777 MAIN STREET
FORT WORTH, TEXAS
3+00 4+00
—:-._. 1 _ ! W I of _ — _..._
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1- r
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—
s
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t
NOTE
CONTRACTOR TO REMOVE
AND REPLACE EXISTING
BRICK PAVERS TO ORIGINAL
OR BETTER CONDITION PER
CITY REQUEST
G
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f
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7TH STREET
7 TEL T
T (17711 F SWB
. _ .,AS' 3+00
�.:t
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14'
STA. 2+50 — STA. 4+27
ICONTRACTOR TO PLACE 4-1.5"
H.D.P.E.
REV
DESCRIPTION
HY AND DATE
14'
i
5'
• ur SS
7
Ja
TES-FLT6
f ABSOCIATEi
mower larfail
IC Onaotte. oa4m OiPOrtlC Tian
*minaWnTh Wimp RIO Ern
I.4T
SCAT F• 1'= 20'
STA. 4+27
CONTRACTOR TO LOCATE BASEMENT
WALL AND PLACE 6" CORE FOR
BUILDING ENTRY
to
CALL BEFORE YOU MG
1-800-DI0-TESS
72 HOURS NOTICE REQUIRED
777 MAIN STREET
FORT WORTH, TEXAS
T16 X.T.O. ENERGY
BUILDING CONNECT
DRAWN
APPV
BY: TGGA °'° "0'
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NOTE
FLOORL YYOUT REP ESEMEDOn
PLPT6RRE 8fi5EDORECORDS.
SUPPLIED BY BUILDING ETICINEEi
ESTIMATED
SHEET TOTALS
II TRENCH
DIR. BORE
ENCAS. PIPE
42" MN
18"x11"x18" HR
H.D.P.E.-TOTAL 200'
PULL THRU
INNERDUCT
BORE
A' PVC
48 FIBER CABLE
DESCRIPTION
777 MAIN STREET
FORT WORTH, TEXAS
777 MAIN STREET
CONTINENTAL PLAZA
BY APVD
DATE
CEFICC
COMMERCE STREET
1
STA. 4+27
CONTRACTOR TO LOCATE BASEMENT
WALL AND PLACE 6" CORE FOR
•
BUILDING ENTRY
u l
T€.co ,
/ .
/ j /
// /
TCH=C�� 'net
A ASSOCIATES
q OPIOCTOTO otet WAS MS M0A DRAWN BY: TGRA
OaCOUP®rw O u eY ruwo APPV APPV
mar 'o na COTIIIP a PTO u.w
R1
7TH STREET
STA. 4+27
CONTRACTOR TO ENTER
BASEMENT TELCO ROOM
WITH 4-1.5"H.D.P.E.
CALL BEFORE YOU DIG
1-800-DIG-TESS
72 HOURS NOTICE REOUIRED
POMOa
777 MAIN STREET
FORT WORTH, TEXAS
X.T.G. ENERGY
BUILDING CONNECT
12135PV03
anunu s"w RYE mn,wA
Exhibit B
Certificate of Insurance
CERTIFICATE OF INSURANCE
This certificate is issued as a matter of information only and confers no rights upon the Certificate holder. This certificate does
not amend, extend, or alter the coverage afforded by the policies fisted below:
NAME AND ADDRESS OF INSURED
Barnett Gathering, LP
Ellora Energy Inc.
English Bay Pipeline, LLC
Fayetteville Gathering Company
HHE Energy Company
Mountain Gathering, LLC
Nesson Gathering System, LLC
Ringwood Gathering Company
Summit Gas Gathering, LLC
Timberland Gathering & Processing Company, Inc.
Trend Gathering & Treating, LP
XH, LLC
XTO Energy Inc.
XTO Offshore Inc.
WTW Properties, Inc
810 Houston Street
Fort Worth, TX 76102
COMPANY AFFORDING COVERAGE
Ancon Insurance Company, Inc.
P.O. Box 530
Burlington, VT 05402
This is to certify that the policies of insurance listed below have been issued to the insured named above and are in force at
this time. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this
certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all terms,
exclusions and conditions of such policies. Loss, if any, will be adjusted and shall be payable in accordance therewith.
THE INSURER FURTHER CERTIFIES THAT IT SHALL BE LIABLE FOR THE PAYMENT OF AMOUNTS WITHIN ANY
RETENTION AND/OR DEDUCTIBLE APPLICABLE TO THE POLICY, WITH A RIGHT OF REIMBURSEMENT FROM THE
NAMED INSURED FOR ANY SUCH PAYMENT BY THE INSURER.
ISSUE DATE EFFECTIVE DATE
December 28, 2011 01/01/2012
TYPE OF INSURANCE
COMMERCIAL GENERAL LIABILITY
Comprehensive Form
Products/Completed Operations Hazard
Personal and Advertising Injury
POLICY NUMBER
07/448/2011
EXPIRATION DATE
12/31/2012
LIMITS OF LIABILITY
EACH
OCCURRENCE
Bodily Injury
Property Damage
$1,000,000
As required by
the agreement up
to the limits of
$1, 000, 000
AGGREGATE
$2,000,000
As required by the
agreement up to
the limits of
$2,000,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS:
Certificate Holder is named as an additional insured on the general liability coverage to the extent required by
Certificate Holder's contractual indemnities and named as the loss payee on the Oil Lease Property coverage.
Insurance coverage is extended to provide all insurance coverage required by the terms and conditions of the
applicable agreement and coverage is not conditional upon notification of taking possession or relinquishing
possession of the equipment identified in the prevailing agreement.
Cancellation: Should any of the above described policies be cancelled or coverage reduced before the expiration date thereof,
the issuing company will endeavor to mail 30 days written notice to the below named certificate holder, but failure to mail
such notice shall impose no obligation of any kind upon the company.
NAME AND ADDRESS OF CERTIFICATE HOLDER AUTHORIZED REPRESENTAT E
City of Fort Worth ' j
1000 Throckmorton Street r�
Fort Worth, Texas 76102 / ' / /
ExxonMobiV ifr Management, Inc.