HomeMy WebLinkAbout064530 - General - Contract - Colt Midstream��� �
MIDSTR�AI�f
Karel Hancke tel 817 523 2327
Sr. Manager: cell 682 229 1951
Land and Right of Way Karel.Hancke@Coltmidstream.com
LETTER OF NO OBJECTION
Expires: 6 months from date of this Letter
November 21sr, 2025
To: City of Fort Worth
Project Manager
Contractor Company: City of Fort Worth Water
Department
Address: 200 Texas Street
Fort Worth, TX 76102
Phone: 817-392-8209
CSC No. 64530
Done For: City of Fort Worth
Colt Midstream, LLC
P.O. Box 429
1530 Cottondale Road
Springtown, TX 76082
Provertv Owner:
Address: Near 287 and Peden Road.
Phone: N/A
RE: REQUEST FOR ENCROACHMENT - LONO# 25-034
Citv of Fort Worth Water Department -("ENTITY/GRANTEE") installation/crossings near Colt Midstream,
LLC's, ("COMPANY/GRANTOR") pipeline Line SG — 6" & SGB- 6" with proposed installation of one (1) 24"
water line, (Steel conduit / casing) in the MEP&P RR CO Survey, Abstract 1131, MEP&P RR CO Survey, Abstract
247 and MEP&P RR CO Survey, Abstract 1110 in Tarrant County, Texas. (Approximate GPS crossing locations:
32.959335° -97.408175° (SGB), 32.940356° -97.427137° (SG) and 32.934877° -97.424382° (SG).
Dear Grantee,
This letter is to memorialize our understanding regarding your request on behalf of Citv Of Fort Worth Water
Department ("ENTITY") regarding ENTITY'S proposed water line installation as per plans and/or specifications
from ENTITY, a copy attached hereto as EXHIBIT A(collectively referred to as the "ENCROACHMENT/LONO")
crossing Line SGL- 6" (the "PIPELINE") of Colt Gathering (North Texas) L.P. ("COMPANY") located within the
right- of-way/easement (the "EASEMENT") and as depicted on the GIS map attached hereto as EXHIBIT "Al".
COMPANY is committed to protecting the environment and the health and safety of our employees, contractors,
customers and the public by conducting its business in a safe and environmentally responsible manner. Activity that
may disturb the PIPELINE, its appurtenant assets or its support structure can pose a threat to the environment,
persons and public safety. Consequently, we request that ENTITY adhere to this same commitment to the
environment and safety when undertaking construction of the ENCROACHMENT in and around the EASEMENT.
At this time, COMPANY will not make an objection to the proposed ENCROACHMENT, conditioned upon
ENTITY' S understanding of the following:
A minimum of 48 hours (excluding weekends and holidays) prior to commencing construction activities
relating to the Encroachment, ENTITY will (i) confirm that the local One-Call has been notified of the
construction activities (ENTITY or its agents may contact One-Call by dialing 811) and (ii) contact
Company's Operations representative Mr. Fernando Cortea 806-930-2734, Mr. Cruz Jimenez at 817-602-
2212, so that he and/ar his designated representative can be present dwing any approved construction
operations. Grantor shall, during initial construction, be updated every two weeks as to Grantee's
anticipated work for the following two-week period. In addition, Grantor shall be advised of any
appreciable change in that schedule. These communications shall occur throughout the duration of
Grantee's construction project.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
2. All work by Grantee shall be performed pursuant to the scope of work referenced in E�ibit "A". No
material changes shall be made to the proposed work described in Exhibit "A", within the pipeline
easement without the prior written consent of Grantor. Such further approval shall be subject to the same
terms and conditions of this Letter of No Obj ection.
3. Grantee will construct, and maintain, and remove its improvements upon abandonment, at no cost to
Grantor.
4. Grantee must comply with the standards and specifications of "Colt En�ineerine Standards/Encroachment
Guidelines for Natural Gas Pineline" set forth in E�ibit "B", attached hereto and made a part hereof. Any
exceptions thereto must be agreed to in writing by Grantor.
5. Depending upon the extent of the work to be done, Grantor may retain an inspector to be present during the
work to assure Grantor's pipeline is protected and not endangered by Grantee construction in Grantor's
easement. If actual construction materially deviates from the plan, or there is an incident that places
Grantor's pipeline at risk, Grantor's inspector may halt the work until a resolution is achieved. Both parties
covenant that they will diligently pwsue a resolution that is acceptable to both parties. The cost of
Grantor's inspector is avproximatelv $850 ner dav, blus ner diem. Such cost mav be more or less, and
Grantee a�rees to nav the actual fees char�ed.
6. Permanent aboveground markers identifying the crossing pipeline or utility shall be installed and maintained
at the limits of Grantor's easement and /or at the crossing. If it is impractical to install and maintain above
ground markers due to the crossing location, plastic marker tape shall be installed below cultivation level and
over Grantor's pipeline, extending the width of the easement or a minimum of 20 feet.
7. Grantee shall contact the Texas "One-Ca1P' underground utiliry location service by calling 811 at least 72
hours prior to performing any construction activities over, or immediately adjacent to, Grantor's pipelines.
Failure to call this number is a violation of state law and will impose penalties and liability upon you for such
failure. Please note, Grantor reports non-compliance to the state.
8. Grantee agrees to immediately contact Grantor's offices (our control center) in the event of any incident
involving, or potentially involving, a line strike by calling 817-500-0020.
Grantee will not move construction equipment across Grantor's pipeline and/or easement without the
consent of Grantor's representative, such consent shall not be unreasonably withheld, conditioned or
delayed. Wherever Grantee is approved to cross Grantor's pipeline and/or easement with heavy equipment,
Grantee will place matting or other suitable material over the pipeline as determined by Grantor's
representative in the field. Grantee will maintain a minimum of fow feet (4') of cover over the top of
Grantor's pipeline at locations where construction or maintenance activities will take place over the
pipeline. ENTITY understands that moving heavy construction equipment across the PIPELINE and/or the
EASEMENT can damage the PIPELINE, thereby posing a threat to the environment and the safety of
persons in the vicinity and the public. ENTITY will provide COMPANY with a minimum of 72 hours'
notice prior to crossing the PIPELINE with any heavy equipment. Wherever ENTITY is intending to cross
the PIPELINE and/or the EASEMENT with heavy equipment, ENTITY will place eight-inch (8") timber
mats over the PIPELINE. NOTE: It is the responsibility of ENTITY to confirm that the eight-inch (8")
timber matting is constructed in a manner that will sustain proposed heavy equipment. No medium to large
vibratory compaction equipment is allowed within minimum ten feet (10') from the PIPELINE, only walk-
behind vibratory rollers/compactors are allowed. ENTITY will maintain a minimum stable soil cover of
four feet (4') over the top of the PIPELINE at locations where construction or maintenance activities will
take place over the PIPELINE.
10. All mechanical digging equipment working within Grantor's easement must have the teeth removed or
barred with a plate welded across the teeth. Mechanical excavation will cease once the earth has been
removed to within two (2) feet of Grantor's pipeline. Shovels must be used to manually clean the area
above and below the pipeline. After the pipeline has been initially located, the pipeline shall be kept visible
to the equipment operator during the excavation process. Grantor may require shoring or another type of
support to protect the pipeline's integrity. All backfill on Grantor's easement shall be mechanically
compacted to the top of the pipeline. No excavation or removal of cover will be permitted within the
PIPELINE EASEMENT without prior approval by COMPANY'S REPRESENTATIVE.
11. If temporary construction roads are to be utilized, Grantor must approve equipment and the plans for
vehicle/equipment crossings on the easement, such approval shall not be unreasonably withheld.
12. If any modifications to its pipeline facilities are necessary to allow installation of the improvements, then
Grantee agrees to pay any and all cost associated with the necessary modifications.
13. All improvements of Grantee within Grantor's easement shall be constructed and maintained to comply with
all laws and industry standards.
14. The following language must be conspicuously displayed on all drawings depicting the PIPELINE:
WARNING! HIGH PRESSURE PIPELINE
Excavation and/or Construction Prohibited without Prior Written Permission From
COLT Midstream, LLC
15. COMPANY will require physical verification of the PIPELINE depth of cover and alignment, at
ENTITY' S expense, prior to work being performed near the PIPELINE. Physical verification maybe via
hydro-excavation or any other method approved by COMPANY' S REPRESENTATIVE. If the PIPELINE
is not at the anticipated alignment or depth, ENTITY shall adjust accordingly at no expense to COMPANY
or its affiliates.
16. ENTITY'S water line will maintain a minimum horizontal distance of ten feet (10'� measured from
centerline of COMPANY' S PIPELINE.
17. This agreement shall be revocable by Grantor in the event of any material noncompliance with the
requirements, conditions or specifications on this agreement.
18. The terms and conditions of this agreement shall constitute covenants running with the land and shall be
binding upon the parties hereto, their respective heirs, representatives, successors and assigns.
19. This agreement granted is subject to the existing easement rights of Grantor, and the permission herein
granted by Grantor is limited to its interest and authority in the subject land and Grantee aclrnowledges the
possible obligation to obtain the required permission from other parties of interest and/or the Government.
20. The signatory for each party acknowledges that he is duly authorized to bind such party in accordance with
Texas law and is fully authorized to execute this agreement on behalf of such party.
21. Grantee will provide two (2) copies of as-built drawings within ninety days of the completion of construction.
22. The provisions of Subchapter H, §§756121 — 756125 of the Texas Health and Safety Code shall apply. A
copy is enclosed with this letter for your information.
23. Landscaping: No trees are allowed in the PIPELINE EASEMENT and canopy on trees located adjacent to
PIPELINE EASEMENT shall be kept trimmed to avoid overhanging into the PIPELINE EASEMENT.
24. No permanent structures will be permitted inside the PIPELINE EASEMENT, including, but not limited to,
light or utility poles, fences, buildings, houses, barns, garages, patios, swimming pools, or reinforced
concrete slabs.
25. The existence of the ENCROACHMENT does not modify or constitute a waiver of COMPANY'S rights
under the EASEMENT or any other rights, which may be implied by law or equity; and COMPANY
expressly reserves all such rights.
26. ENTITY understands that COMPANY' S issuance of this letter of no objection was based on many factors,
including the circumstances of the COMPANY, the EASEMENT, the PIPELINE and COMPANY' S
business at the time issued and in the future these factors and circumstances can change. COMPANY'S
issue of no objection to the construction of the ENCROACHMENT will expire six (6) months from the
date of this letter unless ENTITY has commenced and diligently continued construction of the
ENCROACHMENT. If ENTITY is unable to commence construction of the ENCROACHMENT within
six (6) months after the date of this letter or, if after timely commencement of construction of the
ENCROACHMENT, suspends construction thereof for a period greater than six (6) months, and ENTITY
still intends to construct and/or complete construction of the ENCROACHMENT, ENTITY must resubmit
the construction plans for the ENCROACHMENT, whether or not such plans have changed, for review by
COMPANY and COMPANY, in its sole and absolute discretion, will determine whether it will have no
objection at that time to such plans as resubmitted.
27. To the extent permitted bv Texas law and without waiving its soverei�n immunitv, Grantee agrees to
indemnify Grantor for any damages to Grantor's pipeline arising out of or caused by the construction,
operation, maintenance or repair of Grantee' facilities, and the cost of replacement or repairs. Specifically,
Grantee will assume all risks and agrees, binds, and obligates itself to indemnify, defend, and save harmless
Grantor from and against all claims, demands, actions, suits, judgments, and recoveries for or on account of
injury to or death of any person or persons (including, but not by way of limitation, the agents, representatives,
and employees of Grantor and Grantee and any other third parties) and/or damage to property (including, but
not by way of limitation, property of Grantor or property of others in its custody, including product lost)
arising out of the exercise of the rights herein granted, except to the extent such damage or injury is due to
the negligence or willful misconduct of Grantor, its agents, representatives, employees, contractors or
subcontractors. . Nothing contained herein shall ever be construed so as to require Grantee to assess, lew and
collect anv tax to fund its obli�ations under this para�raph. Article XI Section 5 of the Texas Constitution
provides that a citv is prohibited from creating a debt unless the citv levies and collects a sufficient tax to vav
the interest on the debt and provides a sinkin� fund. The Citv of Fort Worth has not and will not create a
sinking fund or collect anv tax to pav anv obli�ation created under this section.
28. The provisions of Subchapter H, §§756.121 — 756.125 of the Texas Health and Safety Code shall apply.
29. SPECIAL PROVISIONS UNIQUE TO PROJECT: None
If you believe anything set forth in this letter misstates ow understanding or if you require more information or
clarification of any matters set forth herein, please contact the undersigned at your soonest convenience. The
undersigned can be contacted via e-mail at KOW,c coltmidstream.com or kareLhancke,c coltmidstream.com.
Sincer ,
Karel Hancke
Ciry of Fort Worth
Signature: �—,�����'�`���
By: Jesica McEachern
Tit1e: Assistant City Mana�er
12/26/2025
Date:
Exhibit "A"
Scope of work: Grantee will be crossing Grantor's pipeline with a water line within steel casing. Grantee will
maintain at least a separation of 3' (36") between Grantee's water line and Grantor's pipeline.
(Approximate GPS crossing locations: 32.959335° -97.408175° (SGB), 32.940356° -97.427137° (SG) and
32.934877° -97.424382° (SG).
1. Grantee's water line will be encased with steel conduit not shorter than twenty feet (20') in length where it
crosses Grantor's pipeline easement. Grantee will cross below our line with a separation of at least 3' feet.
2. Where paralleling occurs: Grantee will stay 10' feet from our centerline.
3. Where applicable: A window of 4' feet will be provided to enswe that a crossing occurs at least 3' feet
below Grantor's line.
4. Appropriate flagging material (Caution tape) will be buried to ensure the safety of both Grantor and
Grantee's pipeline.
5. Grantor's lines will be notholed / hand due bv GRANTEE to verifv actual death before construction.
Grantor's employee to .be present.
6. Above eround markers will be placed where a crossin� occurs.
7. Grantor onerations nersonnel want to be nresent durine this crossine, nlease contact Grantor or (see contact
information in Item 7 abovel at least 48 hours nrior to commencement of anv activitv on its rieht of way.
8. The crossing line shall not interfere with Grantor's cathodic protection. Please contact our corrosion
technician, Jim Hand at (817) 694 7188, 48 hours before construction starts. Grantor will install test leads
upon their line at the crossing location.
9. Heavy duty crossing mats are to be used at each heavy equipment crossing area across pipeline.
I � W- 20 STA 26+9427 � q I'
BEGIN BORE WARNING!! I W��fiTA 28+61.04
N 7033727.96 EXISTING GAS I EN[ UF 74' WATERLME
E 23�3325.84 INS�4L�:
W- 20 STA 26i89.27 1- 24 P U G
` INSTALL'. � IN9Ci POLV PIG NO. 8
I W. 2� STA 24*40.07 ' - m� m I N 7G 2.97
W- 20 STA 25�7G.50 �.q5.0° BEND
8X INSTALL WSTALL E2._34 3.�1
VERTICAL VERTICAL N 7033730.99
DEFLECTION= 0° 57' 29" E 2303321.87 j.pp � P e 28'�� 25' X 40'
�EFLECTION= 0° 42' 33' � BORE PIT
VARIABLE N 703386d 48 N 7033778.28 25' X 80' rh-
12 50' E 2303122.69 yy ,q
` _ _WIDTHW.E._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E2303225.85_ _ _ _ BOREPIT _ _ _ _ - - � END4ZS'IEELCASING FUTURE
�00 r 23+00 � 24.00 25+00 2fi+00 I�� GATE
I � ENDBORE VALVE
24" W- 20 NS IV 1-0' AIR RELEASE VALVE �
N 703362595 I (BV OTHERS)
12.50' REMOVE 8 REPLACE d0 LF I E 2303459.04
1 BARBED WIRE FENCE I F�1—FUTURE
� W- 20 STA 26+54 20 C WATER
I WSTALL: yy.ZpSTA27+01.77 � ! 4 MAIN(BV
1-45.0� BEND INSTALL'. � p I OTHERS)
700' ONCOR ELECTRIC N 7033727.17 �_ zq• GATE VALVE 8 VAULT 1 Z I �
DELIVERV EASEMEM E 2303287.01 N 7033723.39 EASEMENT a� z' I
INST. NO. D212063121 E 2303331.80 � .-r. d, 7' ' � C ��- FUTURE
� $x O.P.R.T C.T. INST. NO. . Z�_
D202215G71 's., � <'r � I ��Na(BVE
I FUTURE CATTLEMANS CROSSING PH 3 'O.P.R.T C.T. r', j�'- N I OTHERS)
30' PIPELINE EASEMENT � j z, ,: 5 I L-;
INST. NO. D204085298 � � ' J U� � F
O.P.R.T.C.T. C C ,a�, �
1 I li y I
�
W-2�
.�'��� �; �f ' � �: "
, �� I �
Fk ij 1
5#^� l�i! 4' �t :�� `��,
�n y I
� Y � ;
11, � 1
� ,E.:
.
�, _�� h:=
�,.^ �
���
� ':
l J
�
�
...
�
�
J
870
O ���.
o �r I I
N -T-� i i �
865 Q � � � � ,� . _—
� � I � � I o
VJ i � a � � -
� � o -
H
L �`-`� I �. o� Q' -
860 = �� �� . I . I ��.? a
U � I I � I _
I �
Q —�—^-r I I i_ �-
855�� �� �-� �� � =��_�� _
" ' I ' I I ' i =��
�— � I —•,--iY�
. . . . . � � � .. . . . _
850 �— �—
o d
n o
�i pm
F ¢ ~ �
N U � W
�LLa
3jwoa
0 0 �
W W Q
m m )
t��JJ
O � �. Va- .t�.. ^ J
u�i O m O �i
o Q
� �� � �m �a � >S
O c°�i O o°i r°'i n' W oi
F�So� F-JSm � m �JQm
� Q o w N Q o w � w N Q� W
��,,yuia NN�na �..,�ga NNNa
�?Y� �zYa '�`aF 3�_F
PROFILE SCALE:
- -- HORZ. 1" = 40'
-- VERT. 1'=4'
z _ � ; z
m z �
1
< g >
�U � ��
N
w Q �Q
^�" $w 'yi'� m3 rn
<N� '�oi��°' aN. ��
�
ozw oomQiii oOQaw
c7a ooqa �u~ic�.,a
s�.ya 3ww�� .3�?�a
870
865
860
\ � / ��
1 FORT WC �RTH AND DENVE IR
i i i . �-- R.:!. COMPANY � 855
iI�w i:wni-�r-vv,vr�
i �---��- --I-
\ � 850
f — — �EXISTC�OUND _ I_I__,�� � � \ � /
— — - - — — — . _ — — — — — � `_ — - - — — — — /
845 ARNING!! EX ISTING GAS I.IN p5' X f 0' BORE PIT -
� 1 _
� OTIFY ENr,�� EER IMMEDI:.TELY
f DISCREP�tiY OCCURS.
840 �
�
��
� � � �
_ � \ /
J
'.- � -- ��3.3' ' � � 845
�— APPROX
3 � / "/ , CONTRACT( RG
� 4�� TO VERIFY
3.8' 3.6��,
840
�6���! J I ttL I.HJIN`�
� J
T
240 LF 24" DR-14 134 LF 24 PVC @-1.20 / @ j//////� I � I 835
a35 pvr. r n�nw 25 LF 24' PVC 0.05% r �00 LF 24"
89 LF 24" DR-14 I'VC @ 0.05% 5 LF 24" PVC @ 0.05%J I D I L U.US% 5 LF 24"DR 14 J 25' x 40'
w- 20 6�i LF 24" DI @( OS%J I PVC @ O.O:i% I BGiE PIT
- �c �o 0 0 0 �c rn e
N I� � O N I� o) O O
Q W, � O O O � � N � � �
83Q` m m � � � m m `m' ao m m
23+00
24+00
25+00
26+00
27t00
Of N
Of O�
m m
28r00
29+00
830
�
�'"� acnn sHe ;oN ,REusEc or � i z'xrs-�rrcrrar ra
xaniavu�nYwusiaz�ar;rxc TM� pzzoHs�oisa ozoiezia'S' I v" c orW o�
i
. ar�m oa.�.cr � , esn
�zo.ez9e veoaz�m�. �
� I aLi. cw�i �' r
�v� �cz,eau
cz.eZW �� �ASE1c—
_�
—�� ��_�
�
�n.oni'cr � ou
860
850
i"v
�
v N ��
� �5 ',,.
/�v� /�-
��/ L
/ Cs55
„�
�.�o.zs � �c�s�
� _ vv
� s v�c�asiri
� w ��i�c
40+00 �
LEGEND I
�s��n `""� � coNsmucnon enseM
¢a'n �ru� �
� T <..s �. �r u_.���/�.� N a �,�,-�� ea�rr�\ \���`\�
� �� E
� � oa,xc
v��
� �
v v ac � o vmcR'� ecNnn�
� v
�/ _. . .� ., " � \
ie !. .�.i� / y ' u
T�r�, 'R' � i y � � � +m . .
m I \ \ '�� '- � "
— — I � �� — �,t�ti�?��.°��'� �F ��.t
z,� " � �
r; � � "Ww�n�� - - -I I -
�� � � �/, I wc
.��sor u � � . � �� m�m
.. as . . .. � � � . . � i�ae� �x� �
� � � � s. syon �u�c r
r�,s��., rvsr.oa°.:a.1. � o.....4.. � � .� � � ax�c�
��IY
`GRAGHIC SCALE
MAPSCO N0. iAR-018F
WAIER MAP N0. 2018-460
unuTr Note
N07ESY B1 '� e••6
oEP,� �= a�o.;�;� ro=.��; �,o�
S00/SEED N07E5 ��
b�ra cxisrw�s �e.ssc �vrn sse.� u� �ui
Ar nc�iRlAcrcA �o iz�sa� x�wo..
ia ss iJon�
24" NSIV PHASE 1C WATER LINE — SEGMENT 2 a-��a�a�a.��=�roP� _��'�
�������r�a���.�-- ��;J�,�-w, �,R ---------„����.�r�;=�:��,oz � - , r , - ----.,��R� �:, �✓�� ---
_ - - � .a,
.,� i�(i � ��� ;�N:a=a
�a����,�1 ���� - �.� , E.m �� f - � �,�,::. �
—��� � ti., w� � ��� ° �i�s, �l� � '� _
s �„a� -�� ; ;,, �iP.E ���� �
�� �� � I � Q
f, �'/ " o � ,�v � � ,. � _ _ _ _ / —� — )`�� oC � :�'c�"u�' p �� � F
`9�r�L16 �/ �'� � � � �
� , —���_ �� _ � � " � o, �� I �
� - �, �� ��; _ � �
� - �� ,� � �� � � _
� , � _�T— � z
� �� , .� �"�✓C � ��_-� _ � ��� � d - ��
�u z':v ��v - � _ I I i��; ���
��'�:1
MANUFAc.uaE� g60
850
a a `Jf� � � � � $ � �� q �r �� , z..;�eKA I �'`' , \
� � �1�v� J, ;� � ��� m � m i � � �
19+00 20+00 21+00 22+00 23+00 24+00 25+00
teague noll and perkins, inc •„a�� . �m �a �� �m City of Fort WoHh, Texns r'xiasa
°;�e��� �..°°� °� FORT WORTH ��=�0' '° `°' =��f,•u"1p� o�a 9 ��•m� NORTMSIDE IV WATER TRANSMISSION MAIN F.�,e.� e
.�.��:F •'. . ��.o��o�Po �,•-4 �� �cr�a corr¢v ec. oa��.aa125/2s PHASEIC-SEGMENT2 12
aaM WATER LINE - SEGMENT 2 STA 20+00
,,,. K,,,,,,,, yy ,�, ixre.erw� � Apr]0]5 '� ° 10 23+50 48
�
�
Zu�����1
GRAPHIC SCALE
MAGSCO N0. i8L
WAIER MAP
uo xxxx-xxx
�v""-n�,�v�o��raNr�'»�.�� �, /� ,z as,�w.�Au„r��
- ixc ��C� \� � u� M'
.n.,. �
�o e xos�r�r Pem creswP. i,o
»�. �Ns..oa;'.c.r. ,3
ILOIID � `Z �x�ar��.,n���avV�ncs nx��n a rvx�i%e:�ut�ait ui�u � - MRUSI
-- --- -,-�n n `^"^ �.',T� �� �" ^ %�1"�vw��,nn� i� � n i� i��i�5 i� i� i� �. ,� n orw
�rtm rer j� �s Hrurn, � /�� /� /� n n /� n /� /� /� /� n /� /� /� n /� , :�,.,
�uoo� .�c.Ncrvr �'pv asr.sa /� / /� /� /� /� /� /� /� /� /� /� /� /� /� /� /� �aua
x�z�ti,��MRu etaGVMC //� /� /� /� ^/� /� /� /� /� /� /� /� /� /� /� /�� � 6/� /� /� .e
N si f /� /� % 7 �1n � /� /T�
�qaErntt arm ^ ^ ^
v n.. � /� /� /
..[Jzxm� �/� /� /� � — i /� /� 1"C � � 7C 7C 7C 7� �. r. /� /�
/� /' %� /� %� /� /� /� � If/'P e /� /� /� /� /� /� /� /� /� ^T ^ n
p /� /� /� /� /� /� /� /� /� /� ^ /� /� /� ' .�c
+ /� /� /� /� /� /� /� /� 1 1 S � /� /�^ /� /� /� /� /� /� /%f -.NV ( I �
� C�� � ,�� n � ��� i � � �/�� ��n��/��� 1A�i,�
�i� � �- yyy �� '} � �
N � / / "��vl / / / g (5FF � ' � � � � — :EE�NA7� / � � k f
4
o�PME,.
� � V
W 1�_ -- � _ `� � ��,�=%—� — - — -�1/1�"r �1=
Z � _�
i _ _ _ — — . _ _ _Gp5lettn _.._... � �
�, - J �
�
� ,�'"i�`-S��N."a '� - � a
� E�sz �'s�T'l5o .,,,�„ �� x�M..,�ws���/'�' ` -- -- ��a�,��g�,«.�,� �� �,r��.� — �u�s,o. � REF�,R -- �
�i �C��� _A g ' PEDEn ROAD ��n sz . . oixc/.o
wE w �"n ar rz urs [nscucrvi �..,..., �yyy � _
e u0T�9 PERa1Y0Etatt�ai�7coamc . r.nse.e�.�� �WNSNPHASEAY�SELKN�)�MLY �
— — — — — _ —,��e� HI. a— — — — — _ — � ersr.ea�c�� so�o.o.
N07f
i . � ���r� y� ��C I �
i I � � " � �(} ... ,.
i i �:�r� � ow�r A�o� °"�s( �; . r � � , r. � . . . .
24" NSIV PHASE 1C WATER LINE — SEGMENT 1
--------- -----.,� _,�,-------T ��, —
- ��`��� �m �I �`;;�^ �,�� �-,�,�
= 7A���i�(�, c,!(s3 .z sr�.�r.w e n;in°�"�r a.r.,i�� - nfr,���t"ers���sn
870 I
�_�.V��nn i , �, w_
� � �����' �i-� i ,� P„�
P�e.H,���x�w� � �:, ,, �l��
o�-°.;'� oa-�✓-�'� �' � n c FvC
2 �'t��. �� .,��� i� �, _- __-�
} V "✓��snV/�vi"� \� / i� _ _-i.-__-_
Y `
860 �- -� - - - — - - - - - - - 1 J �
-d � .P . ,
i e �
� �' �., x . � T��=
� ,� i I 'lm�'�ZTN9IIIC�rb1_']1
� _._—�-� ,�
sso � _ �r �, W
w � � � �� e '
� _ �� � a'b� � w.�c.c�
oa � ��,. �f a ���`'�� �..I pPo�`�. , 2 „;� �
ar � �_ ..�� ��i �" �� `1 � �
.�
59+00 60+00 61+00 62+00
� � �
���� °�
�z'���
Y
LEGEND � unuTv Nore
� cRovoscopic oo�a�nRr
I COxSiRUCTON EaSEUExT �
N07ES.
�="��E�M`a�"����W��as,�o�
S00/S££D N07ES:
.,��.b„« aE a�u�o,x.u.�s as,���
o���:- aRu�no..mo�.�.uM.,�,�,sa�
mr onircrzr narR(�a�cx m Nc
�r 870
� ,��,_y.w,/'M[N�rGcr�Rca
� r c i1:" �. � ¢x, s-r
yv �i,�sc*5 ��in� �-
z = �/�
� �YN1if1.14�1
i,�, �` u..� a� .
,�
� _� .
'y � ��
`vi "„'
63+00 64+00
860
u
i
aso �
w W
Uu �
�� �
U
I teague noll and perkins, inc :m�e ♦ �m „a ��s �o� Ciry of Fort Wor1h, Texas �,�359a
I s . 1YP5� ,��� �, � FORT WORTH ��-�o' o°s`s' ���S��uc1i�. o�a 9 �P1mi1 NORTHSIDE IV WATER TRANSMISSION MAIN I :na.��
-' i � eva :x•f n t"=a' icH � corre. p.E oo�eo 4/25125 PHASE 1C-SEGMENT 1 22
- I r.F E`.F m � o aore tn WATER LINE - SEGMENT 1 STA 59+00
s, o. �.��.io� nv aa�. J ,•••.°^'�,• ' nP.zo2s � °� � fo 63+50 � 43
E�chibit "B"
Standard
Page
Issue Date
Rev. No.
Date
1. SCOPE
0065 Engineering Standards
1 of4 ENCROACHMENT GUIDELINES
FOR NATURAL GAS PIPELINE
1 /O 1
Company Location Name
� �
COL T
MIDSTREAM
* This standard provides recommended distance between the Company's pipelines
and various facilities that may encroach upon existing pipeline right-of-way or
that may be encountered in the construction of new pipelines by the Company.
� All encroachments must be formally documented through an encroachment
agreement. Please consult the Company's Right-of-Way Department for
guidance.
2. GENERA.L
2.1 These guidelines are for monitoring encroachments on existing pipelines
and for consideration in the route selection and placement of new pipe.
2.2 The following table lists recommended distance between pipelines of
various sizes and various types of facilities and activities. These
recommended distances are intended as a guide for initial negotiations
with outside parties. The minimum allowed distance can only be
determined by the terms of the existing right-of-way or easement
documents.
,o
Standard
0065
Page
2 of 4
lssue Date
Engineering Standards
1/O1 ENCROACHMENT GUIDELINES
Rev. No. FOR NATURAL GAS PIPELINE
Date
� �
lOL T
MIDSTREAM
MINIMUM OFFSET FROM
PIPELINE
ENCROACHMENI' DESCR1PTlON (FGET) VERSUS PIPE SIZG
2" - 12" 1�7" - 24" Over 24"
I. ABOVE GROUND STRUCTURES AND APPURTENANiCES
A. Buildings
Any encloscd structure pertnancnt in nattuc regardlcss of purposc 35 45 60
B. Utilities
Utilities may cross pipelines at right angles. Distances specified aze for parallcl Crossin� of Company Pipclincs
Encroachmcnts. (Scc guys and anchors if applicablc.) by
l. Electric power and telephone lines 35 35 50
2. Television cables / Fiber cables 25 35 50
C. Miscellaneous
L Cumpkrom�d: --- --- ---
If within 660 fcet of pipcline, sec Engineering Standard 006Q Class
Lceation Dctcrmination.
2. Fences: 25 35 50
Distances spccif3cd are for parallel fences.
3. Guvs and Anchors: 35 40 55
No guys or anchors will tcrminatc within thc minimum distancc
spccificd. 'I�hc guy or anchor must havc a vcrtical dcarancc of 18 fcet
minimam within thc spccificd distancc of thc pipclinc.
4. Mobi(e llomes: 35 45 60
5. Nursery Smck (includine Chrisunas Trccs. Consult Comoanv rieht-of-wav --- --- ---
personncl to cstablish acrcemcnt bcforc qlantine.
6. Po[es (Scc also ¢uvs & anchors, towcrs, cicctric powcr lines): 30 40 55
Tcicohonc. nowcr. ctc. and si¢n boards includin¢ su000rts.
7. Storcd Mutcriuls --- --- ---
Pcrmittcd ovcr pipclinc if of a typc that can bc rcadily mlocatcd and of
wcight not dctrimental to thc pipclina Consult Company ; Right-of-Way
dcpt.
S. Swimmin�Pools 35 45 60
Distances specificd are for partially below grade or pertnanent in nature.
9. Towers ISce also euvs and towers� 75 l00 ]00
10. Trees & Shrubs IScc also nurscry s[ockl 30 40 55
Permanent (perennial) trces, shrubbcry or other landscaping that would
impair access to thc pipcline, or posc a risk to the integriry of the pipeline.
Gfl
Standard
Page
Issue Date
Rev. No.
Date
0065 Engineering Standards
� �
3 of 4 �O� �
1/O1 ENCROACHM.ENT GUlDEL1NES
FOR NATURAI. GAS P1PELINE
ENCROACHMENT DESCRIPTION
ll. SURFACE IMPROVEMENTS, MODIFICATIONS AlYD ACTIVITIES
A. Pavement
Pavcment includcs asphalt and concrcic or variations thcmo£ Contingent on thc
dcpth of thc pipclinc, may cross pipclinc at ncaz right anglcs or bc placed parallcl
to pipclinc at distancc spccificd. Consult Company right-of-way dcpt. to
cs[ablish agrccmcnt:
1. �lir Slrius:
2. A!levs. Drireways. RoaJs. Sidewalks. Tennis (orolher) Cour[s:
3. Parkine Lots:
Consult Company right-of-way personncl to cstabfish agrccmcnt for
"grccn bclts", ctc.
4. Patios:
If rooticd & fcnccd, considcr as building; othcrwisc as spcciticd
B. Earthwork or Other Grade Madifications
Ensurc 36" minimum covcr (or cxisting if <36") is prescrvcd over pipclinc.
Cover may be added if free or forcign debris such as large rocks, concrete
chunks and mctal scraps. Operation of hca�y cquipmcnt over thc pipclinc must
provide for appropriate safeguard of pipcline integrity.
1. Dilches:
Should cross at ncar right anglcs. Parallcl distanccs to bc as spccificd.
Minimum covcr shall bc 36" from bottom of ditch to pipclinc.
2. Rouds:
Minimum covcr shall bc 48" from top of road to pipclinc.
3. L�mdinc Lcr��eline
Pcnnittcd over pipcline if cover requirements are maintaincd.
4. Plowine /includine dcco tilline or chiscl olowinel:
Pcrmittcd ovcr pipdinc if minimum cicarancc of 12" is maintaincd
betwcen plow depth and top of pipcline.
5. Terracin� (Sec land levclin¢):
6. Dams � Dikcs (ncludin¢ watcrways & watcr imooundmcntsl:
7. Dred��nF
C. Seismograp6y:
Calculatc distanws allowed bascd on Lnginccring Standards 7155.
MIDSTREAM
OFFSET FRUM PIPELINE
(FEET) VL'RSUS PIPE SI"LL'
2" - 12" 14" - 24" Ovcr 24"
30 40
25 35
25 35
3U 40
55
50
50
55
30 40 55
30 40 55
Scc Lnginccring Standard 7155,
Gffccts of Blasting on Buricd
Pipelines.
12
Standard
Page
Issue Date
0065 Engineering Standards
4 of 4 �O� �
1/01 ENCROACHMENT GUIDELINES
Rev. No.
FOR NATURAL GAS PIPELINE
Date
ENCROACHMENI' DESCRIPTION
III. BELOW GROUND STRUCTURES AND APPURTENAIYCES
A. Pipelines and Utilities
1. Drain Tile:
May cross pipclinc. All plans [o bc rcvicwcd and approvcd by
company. Distanccs spccificd azc for parallcl tilc lines.
a. Tilc diamctcr Icss than 10"
b. Tilc diamctcr ] 0" or grcatcr.
2. Pioe/ine /water. cas. oil. wcll. sewcr. etc.l:
Pipclines that are greater than 2" shall undcrcross Company
pipclincs. Minimum cicarancc should bc 24". Distanccs spccificd arc
for parallcl pipclincs.
3. Power Lines:
All crossings shall bc undcr Company lincs at ncar right
anglcs. Minimum cicarancc should bc 36". Cablcs having conduc[ors
a[ morc [han 60 volts to ground should bc non-mctallic casing for a
minimum distancc of 10' on cithcr sidc of thc pipclinc with si�c
inchcs of rcd colorcd concrctc for a distancc of 10 fcet on cach sidc of
Company's pipclinc installcd per National Elcctrical standards.
Distances specified aze for parallcl power lines.
4. Communicatron Lines:
All cablcs shall undcrcross pipclincs at ncar right anglcs. Minimum
cicarancc should bc 24". Exccption may bc madc whcrc it would bc
necessary to cut and splice the cabla lf approved by Company prior to
construction, a cablc laid ovcr thc pipclinc must bc cascd for a minimum
distancc of I S' on eithcr sidc of thc pipclinc or othcrwise protected.
Distanccs spccificd arc for pazalicl communication lincs.
B. Miscellaneous
1. Bluslin�:
Calculatc distance allowcd bascd on Enginccring Standard 7155.
Notify blasting contractor of pipclinc location and limits of blastins
activitics.
2. Mines (mininel:
Notify Company Technical Oflicc whcnevcr minin� or quartyin� is
proposed within 660 fect of pipelinc. Notify mining contractor of
pipclinc bcation.
3. Leuc�h Be�G:
Lines crossing pipclinc will bc of solid impervious material.
4. Sentic Svstem:
MIDSTREA M
OFFSET FROM PIPELINE
(FEET) VERSUS PIPE SIZE
2" - 12" 14" - 24" Ovcr 24"
25 35
30 40
30 40
30 40
50
55
55
55
30 40 55
Scc Engincering Standazd 7155,
Effccts of Blasting on Buricd
Pipclincs.
30 40
30 40
55
55
13
SUBCHAPTER H.
CONSTRUCTION AFFECTING PIPELINE EASEMENTS AND RIGHTS-OF-WAY
§ 756121. DEFINITIONS.
In this subchapter:
(1) "Construction" means a building, structure,
driveway, roadway, or other construction any part of which is
physically located on, across, over, or under the easement or
right-of-way of a pipeline facility or that physically impacts or
creates a risk to a pipeline facility.
(2) "Constructor" means a person that builds,
operates, repairs, replaces, or maintains a construction or causes
a construction to be built, operated, repaired, maintained, or
replaced.
(3) "Pipeline facility" means a pipeline used to
transmit or distribute natural gas or to gather or transmit oil,
gas, or the products of oil or gas.
Added by Acts 2003, 78th Leg., ch. 1082, § 2(a), ef£ June 20,
2003. Renumbered from V.T.C.A., Health & Safety Code § 756101
by Acts 2005, 79th Leg., ch. 728, § 23.001(53), ef£ Sept. 1,
2005.
§ 756.122. APPLICABILITY. (a) This subchapter applies to
a construction or the repair, replacement, or maintenance of a
construction unless there is a written agreement, including a Texas
Department of Transportation right-of-way agreement, to the
contrary between the owner or operator of the affected pipeline
faciliry and the person that places or causes a construction to be
placed on the easement or right-of-way of a pipeline facility.
(b) This subchapter does not apply to:
(1) construction done by a municipality on property
owned by the municipality, unless the construction is for private
commercial use; or
(2) construction or repair, replacement, or
maintenance of construction on property owned by a navigation
district or port authority created or operating under Section 52,
Article III, or Section 59, Article XVI, TeXas Constitution.
Added by Acts 2003, 78th Leg., ch. 1082, § 2(a), ef£ June 20,
2003. Renumbered from V.T.C.A., Health & Safety Code § 756102
by Acts 2005, 79th Leg., ch. 728, § 23.001(53), ef£ Sept. 1,
2005.
§ 756.123. PROHIBITION OF CONSTRUCTION WITHOUT NOTICE. A
person may not build, repair, replace, or maintain a construction
on, across, over, or under the easement or right-of-way for a
pipeline facility unless notice of the construction is given the
operator of the pipeline facility and:
(1) the operator of the pipeline facility determines
14
that the construction will not increase a risk to the public or
increase a risk of a break, leak, rupture, or other damage to the
pipeline facility;
(2) if the operator of the pipeline facility
000177 olfl 465
determines that the construction will increase risk to the public
or the pipeline facility, the constructor pays the reasonable,
necessary, and documented cost of the additional fortifications,
barriers, conduits, or other changes or improvements necessary to
protect the public or pipeline facility from that risk before
proceeding with the construction;
(3) the building, repair, replacement, or maintenance
is conducted under an eXisting written agreement; or
(4) the building, repair, replacement, or maintenance
is required to be done promptly by a regulated utility company
because of the effects of a natural disaster.
Added by Acts 2003, 78th Leg., ch. 1082, § 2(a), ef£ June 20,
2003. Renumbered from V.T.C.A., Health & Safety Code § 756103
by Acts 2005, 79th Leg., ch. 728, § 23.001(53), ef£ Sept. 1,
2005. Amended by Acts 2005, 79th Leg., ch. 530, § 2, ef£ Sept.
1, 2005.
§ 756.124. CIVIL LIABILITY. A constructor who violates
this subchapter is liable to the owner or operator of a pipeline
facility for damages to the facility proXimately caused by the
violation, including any liability the owner or operator of the
pipeline facility incurs as a result of the violation. This section
does not affect the right of a surface owner to recover for any
damages to the owner's property.
Added by Acts 2005, 79th Leg., ch. 530, § 2, eff. Sept. 1, 2005.
§ 756.125. INJLJNCTIVE RELIEF. (a) A suit for injunctive
relief to prevent or abate the violation of this subchapter may be
brought by the county attorney for the county in which the pipeline
facility is located, by the attorney general, or by the owner or
operator of the pipeline facility.
(b) The court in which the suit is brought may grant any
prohibitory or mandatory injunction the facts warrant, including a
temporary restraining order, temporary injunction, or permanent
injunction. The court may grant the relief without requiring a bond
or other undertaking.
Added by Acts 2005, 79th Leg., ch. 530, § 2, eff. Sept. 1, 2005.
000178 o1fl465
15
Letter of No Objection
PROJECT NAME: Northside IV - Water Transmission Main, Phase
1C Se�ment 1 (CPN: 105114)
ADDITIONAL ROUTING SIGNATURES
CITY OF FORT WORTH
CONTRACT COMPLIANCE MANAGER:
By signing, I acknowledge that I am the person responsible for the monitoring and
administration of this contract, including ensuring all performance and reporting requirements.
By: �2.�� /lC�
Preeti KC, P.E.
Sr. Project Manager
Email: Preeti.KC@fortworthtexas.gov
APPROVAL RECOMMENDED:
��i�,���i.a.,. oY�,.,�.,,
BV� ChnstopherHarder(De 2,202506:4fi33 ST)
.7
Christopher Harder, P.E.,
Director, Water Department
Email: Christopher.Harder@fortworthtexas.gov
CONTRACT AUTHORIZATION
M&C: N/A
Date Approved: N/A
APPROV TO FORM AND LEGALITY:
$y; Douglas Black (Dec 22, 2025 10:5621 CST)
Douglas W. Black
Senior Assistant City Attorney
Email: Douglas.Black@fortworthtexas.gov
FORM 1295: N/A
ATTEST AS TO CITY MANAGER SIGNATURE:
nn
�� % .,�`.m� aoFFonr°�°a
a �° opa 0
By. v po 8x°a—
Jannette Goodall ��d� ��o �° dd°
City Secretary ���°������
Email: Jannette.Goodall@fortworthtexas.gov
�FFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
F�RT��RTHo
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: COLT Midstream
Subject of the Agreement: LETTER OF NO OBJECTION
M&C Approved by the Council? * Yes ❑ No ❑✓
If �so, the M&C must be attached to the contract.
Is this an Amendment to an Existing contract? Yes ❑ No ❑✓
If �so, provide the original contract number and the amendment number.
Is the Contract "PermanenY'? *Yes 0 No ❑
If �unsure, see back page for permanent contract listing.
Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date: N/A Expiration Date: April 21, 2026
If different from the approval date. If applicable.
Is a 1295 Form required? * Yes ❑ No ❑✓
*If �so, please ensure it is attached to the approving M&C or attached to the contract.
Proj ect Number: If applicable. 105114
*Did you include a Text field on the contract to add the City Secretary Contract (CSC)
number? Yes ❑✓ No ❑
Contracts need to be routed for CSO processin� in the followin� order:
1. Katherine Cenicola (Approver)
2. Jannette S. Goodall (Signer)
3. Allison Tidwell (Form Filler)
*Indicates the information is required and if the information is not provided, the contract will be
returned to the department.