HomeMy WebLinkAboutItem 17 - Fairway DriveMEMO TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: BRUNO RUMBELOW, CITY MANAGER
MEETING DATE: JULY 15, 2025
SUBJECT: U.S. ARMY CORPS OF ENGINEERS LICENSE FOR AGREEMENT FOR
FAIRWAY DRIVE
RECOMMENDATION: City Council to consider ratification of an action to enter into a license
agreement to construct, operate and maintain a road (Fairway Drive) at
Grapevine Lake, Texas with the U.S. Army Corps of Engineers (USACE).
FUNDING SOURCE: Funds are available in the General Fund estimated at $1,660.
BACKGROUND: The Fairway Drive construction contract was awarded to Jagoe Public
Company at the March 4, 2025, meeting. Concurrently, staff has been
working with the USACE to obtain a new roadway license to
accommodate the wider roadway footprint. In order to allow construction
to start as as soon as possible, staff signed the license agreement and
paid the $1,660 fee prior to council approval. This action is to ratify the
license agreement and payment of license fee.
This agreement (DACW63-2-25-0629) will allow the City to operate and
maintain these
facilities for perpetuity and has a $1,660 cost.
Staff recommends approval.
142%,111117MIOT,1� s.
THE SECRETARY OF THE ARMY under and by virtue of the authority vested in
the Secretary by Title 10, United States Code, Section 2668, having found that the
granting of this easement will not be against the public interest, hereby grants to City of
Grapevine, hereinafter referred to as the Grantee, an easement for a public road known
as Fairway Drive and a pedestrian trail, of varying widths and lengths, approximately
5.382 acres, hereinafter referred to as the Facilities over, across, in and upon the lands
of the United States as identified in EXHIBITS A — MAP, S — SURVEY, and
C — LEGAL DESCRIPTION attached hereto and made a part hereof, hereinafter
referred to as the Premises.
THIS EASEMENT is granted subject to the following conditions:
This easement is granted in perpetuity.
The consideration for this easement shall be the construction, operation and
maintenance of a public road and pedestrian trail for the benefit of the United States
and the general public in accordance with the terms herein set forth.
All correspondence and notices to be given pursuant to this easement shall be
addressed, if to the Grantee, to City of Grapevine - Public Works, 200 South Main
Street, Grapevine, Texas 76051; and if to the United States, to the Real Estate
Contracting Officer, Attention: Real Estate Contracting Officer, CESWF-RE-M, Post
Office Box 17300, Fort Worth, Texas 76102-0300, or as may from time to time
otherwise be directed by the parties. Notice shall be deemed to have been duly given if
and when enclosed in a properly sealed envelope or wrapper addressed as aforesaid,
and deposited, postage prepaid, in a post office regularly maintained by the United
States Postal Service.
Page 1 of 8
TAIi ° I 1, ^
Except as otherwise specifically provided, any reference herein to "Secretary",
"Real Estate Contracting Officer", or "said officer" shall include their duly authorized
representatives. Any reference to "Grantee" shall include assignees, transferees and
their duly authorized representatives.
.T �
The construction, operation, maintenance, repair or replacement of said
Facilities, including culverts and other drainage Facilities, shall be performed at no cost
or expense to the United States and subject to the approval of the Real Estate
Contracting Officer, Fort Worth District, hereinafter referred to as said officer. Upon the
completion of any of the above activities, the Grantee shall immediately restore the
Premises to the satisfaction of said officer. The use and occupation of the Premises for
the purposes herein granted shall be subject to such rules and regulations as said
officer prescribes in writing from time to time.
The Grantee shall comply with all applicable Federal, state, county and municipal
laws, ordinances and regulations wherein the Premises are located.
The Grantee acknowledges that it has inspected the Premises, knows the
condition, and understands that the same is granted without any representation or
warranties whatsoever and without any obligation on the part of the United States.
The Grantee shall inspect the Facilities at reasonable intervals and immediately
repair any defects found by such inspection or when required by said officer to repair
any such defects.
The Grantee shall be responsible for any damage that may be caused to
property of the United States by the activities of the Grantee under this easement, and
shall exercise due diligence in the protection of all property located on the Premises
against fire or damage from any and all causes. Any property of the United States
damaged or destroyed by the Grantee incident to the exercise of the privileges herein
granted shall be promptly repaired or replaced by the Grantee to a condition satisfactory
to said officer, or at the election of said officer, reimbursement made therefor by the
Page 2 of 8
Grantee in an amount necessary to restore or replace the property to a condition
satisfactory to said officer.
The right is reserved to the United States, its officers, agents, and employees to
enter upon the Premises at any time and for any purpose necessary or convenient in
connection with government purposes, to make inspections, to remove timber or other
material, except property of the Grantee, to flood the Premises and/or to make any
other use of the lands as may be necessary in connection with government purposes,
and the Grantee shall have no claim for damages on account thereof against the United
States or any officer, agent, or employee thereof.
11. RIGHT TO CONNECT
The United States reserves the right to make such connections between the road
or street herein authorized and roads and streets on other government lands as said
officer may from time to time consider necessary, and also reserves to itself rights -of -
way for all purposes across, over or under the right-of-way hereby granted; provided
that such rights shall be used in a manner that will not create unnecessary interference
with the use and enjoyment by the Grantee of the right-of-way herein granted.
It is understood that the provisions of the conditions on SUPERVISION BY THE
REAL ESTATE CONTRACTING OFFICER and RIGHT TO ENTER above shall not
abrogate or interfere with any agreements or commitments made or entered into
between the Grantee and any other agency of the United States with regard to financial
aid to the Grantee in connection with the construction, maintenance, or repair of the
Facilities herein authorized.
This easement may be terminated by the Secretary upon 30 days written notice
to the Grantee if the Secretary shall determine that the right-of-way hereby granted
interferes with the use or disposal of said land by the United States, or it may be
revoked by the Secretary for failure of the Grantee to comply with any or all of the
conditions of this easement, or for non-use for a period of two (2) years, or for
abandonment.
The Grantee shall maintain, in a manner satisfactory to said officer, all soil and
water conservation structures that may be in existence upon said Premises at the
beginning of or that may be constructed by the Grantee during the term of this
Page 3 of 8
EASEMENT NO. DACW63-2-25-0629
easement, and the Grantee shall take appropriate measures to prevent or control soil
erosion within the right-of-way herein granted. Any soil erosion occurring outside the
Premises resulting from the activities of the Grantee shall be corrected by the Grantee
as directed by said officer.
a. Within the limits of their respective legal powers, the parties hereto shall
protect the Premises against pollution of its air, ground and water. The Grantee shall
comply with any laws, regulations, conditions or instructions affecting the activity hereby
authorized if and when issued by the Environmental Protection Agency, or any Federal,
state, interstate or local governmental agency having jurisdiction to abate or prevent
pollution. The disposal of any toxic or hazardous materials within the Premises is
specifically prohibited. Such regulations, conditions, or instructions in effect or
prescribed by the said Environmental Protection Agency, or any Federal, state,
interstate or local governmental agency are hereby made a condition of this easement.
The Grantee shall not discharge waste or effluent from the Premises in such a manner
that the discharge will contaminate streams or other bodies of water or otherwise
become a public nuisance.
b. The use of any pesticides or herbicides within the Premises shall be in
conformance with all applicable Federal, state, interstate, and local laws and
regulations. The Grantee must obtain approval in writing from said officer before any
pesticides or herbicides are applied to the Premises.
c. The Grantee will use all reasonable means available to protect the
environment and natural resources, and where damage nonetheless occurs arising from
the Grantee's activities, the Grantee shall be liable to restore the damaged resources.
An Environmental Records Review (ERR), documenting the known history of the
property with regard to the storage, release or disposal of hazardous substances
thereon, is attached hereto and made a part hereof as EXHIBIT D. Upon revocation or
termination of this easement, another ERR shall be prepared which will document the
environmental condition of the property at that time. A comparison of the two reviews
will assist the said officer in determining any environmental restoration requirements.
Any such requirements will be completed by the Grantee in accordance with the
condition on RESTORATION.
The Grantee shall not remove or disturb, or cause or permit to be removed or
disturbed, any historical, archeological, architectural or other cultural artifacts, relics,
remains, or objects of antiquity. In the event such items are discovered on the
Page 4 of 8
Premises, the Grantee shall immediately notify said officer and protect the site and the
material from further disturbance until said officer gives clearance to proceed.
a. The Grantee shall not discriminate against any person or persons because of
race, color, age, sex, handicap, national origin or religion.
b. The Grantee, by acceptance of this easement, is receiving a type of Federal
assistance and, therefore, hereby gives assurance that it will comply with the provisions
of Title VI of the Civil Rights Act of 1964 as amended (42 U.S.C. § 2000d); the Age
Discrimination Act of 1975 (42 U.S.C. § 6102); the Rehabilitation Act of 1973, as
amended (29 U.S.C. § 794); and all requirements imposed by or pursuant to the
Directive of the Department of Defense (32 CFR Part 300) issued as Department of
Defense Directive 5500.11 and 1020.1, and Army Regulation 600-7. This assurance
shall be binding on the Grantee, its agents, successors, transferees, and assignees.
On or before the termination or revocation of this easement, the Grantee shall,
without expense to the United States and within such time as said officer may indicate,
restore the Premises to the satisfaction of said officer. In the event the Grantee shall fail
to restore the Premises, at the option of said officer, said improvements shall either
become the property of the United States without compensation therefore, or said
officer shall have the option to perform the restoration at the expense of the Grantee,
and the Grantee shall have no claim for damages against the United States or its
officers or agents for such action.
20. DISCLAIMER
This instrument is effective only insofar as the rights of the United States in the
Premises are concerned; and the Grantee shall obtain such permission as may be
required on account of any other existing rights. It is understood that the granting of this
easement does not eliminate the necessity for obtaining any Department of the Army
permit which may be required pursuant to the provisions of Section 10 of the Rivers and
Harbors Act of 3 March 1899 (30 Stat. 1151; 33 U.S.C. § 403), Section 404 of the Clean
Water Act (33 U.S.C. § 1344), Section 408 (33 U.S.C. § 408) or any other permit or
license which may be required by Federal, state, interstate or local laws in connection
with the use of the Premises.
4 • • r
a. It has been determined this contract is not subject to Executive Order 13658 or
the regulations issued by the Secretary of Labor in 29 CFR Part 10 pursuant to the
Executive Order.
Page 5 of 8
EASEMENT NO. DACW63-2-25-0629
b. If a duly authorized representative of the United States discovers or
determines, whether before or subsequent to executing this contract, that an erroneous
determination regarding the applicability of Executive Order 13658 was made,
contractor, to the extent permitted by law, agrees to indemnify and hold harmless the
United States, its officers, agents, and employees, for and from any and all liabilities,
losses, claims, expenses, suites, fines, penalties, judgments, demands or actions,
costs, fees, and damages directly or indirectly arising out of, caused by, related to,
resulting from or in any way predicated upon, in whole or in part, the erroneous
Executive Order 13658 determination. This includes contractor releasing any claim or
entitlement it would otherwise have to an equitable adjustment to the contract and
indemnifying and holding harmless the United States from the claims of subcontractors
and contractor employees.
01111117:114IN 1 I lI ff_A 11C6110"10 *CY_1I N 91 [ON 111Y/ 411567:7 574: �
It has been determined this contract is not subject to Executive Order 13706 or
the regulations issued by the Secretary of Labor in 29 CFR part 13 pursuant to the
Executive Order.
K9W'J0797=I0X' K91k1[0-111[01`'
a. A temporary laydown area is hereby granted across the property described in
EXHIBIT F, for a term of one year, beginning the date of execution of this
agreement, and ending automatically, or upon notification that construction and
restoration is complete, whichever is earlier.
b. Top of dam elevation shall remain at 588 National Geodetic Vertical Datum
once road work is complete.
c. The road work shall be completed per the plans drafted by Kimley Horn and
Associates, Inc. that are on file with U.S. Army Corps of Engineers, Fort Worth District.
d. Tree mitigation shall be performed per the attached EXHIBIT E, with an 80%
survival rate after three years.
e. Grantee accepts responsibility for traffic control.
f. The Government shall not be liable for any part of loss or accident which may
occur on the roads.
g. Grantee shall not assign or otherwise release its responsibility to maintain the
right-of-way.
Page 6 of 8
h. The proposed construction will have no effect on properties listed in, or eligible
for, inclusion in the National Register of Historic Places. No further review of the project
is necessary under Sections 106 and 110 of the National Historic Preservation Act. In
the event construction encounters evidence of previously unknown prehistoric and/or
historic materials (including human remains, funerary object, sacred objects, or objects
of cultural patrimony), the contractor shall avoid the materials and immediately contact
the Operations Division District Archeologist at (817) 886-1573.
THIS EASEMENT is not subject to Title 10, United States Code, Section 2662,
as amended.
Page 7 of 8
EASEMENT NO. DACW63-2-25-0629
IN WITNESS WHEREOF, 1jhave hereunto set my hand by authority of the
Secretary of the Army this 170' day of ,..ire , 2025.
Lee A. Flannery
Deputy Chief, Real Estate Division
Real Estate Contracting Officer
THIS EASEMENT is also executed by the Grantee this
:�^ -e--
, 2025.
City of Grapevine
[Signature
('; 4
Title
/G day of
AA-n' e-r--
Page8of8
_ate i11111i
1, hwr)b (Name), certify that I am the
a l (Title) of City of Grapevine, Texas, named as the
Grantee herein; and that 6vm bimb2hij (signator of outgrant), who
signed the foregoing instrument on behalf of the Grantee, was then
) M, (title of signator of outgrant) of City of Grapevine, Texas.
further certify that the said officer was acting within the scope of powers delegated to
this governing body of the Grantee in executing said instrument.
i 115
Date
AFFIX CO WAN
� �0 Co
City of Grapevine, Texas
Authorized Representative
Title ✓
NOTE: This form certifies that the person signing the attached instrument has the
authority to do so. The signature of the Secretary/Attesting Officer and the
individual signing the attached instrument cannot be the same person.
STATE OF TEXAS
COUNTY OF TARRANT
ACKNOWLEDGMENT
§
§ SS.
§
el-k
On this& I day of , 202k, Afore me the
undersigned officer, personally appeared within named
, United States Army Corps of Engin s, Fort
Worth District, on behalf of the United States of America, and known to me to be the
person whose name is subscribed to the foregoing instrument by virtue of the above -
cited authority and acknowledged to me that he executed the same in such capacity for
the purposes and consideration therein expressed.
Given under my hand and seal thisa—* day of , 2025.
Yt.air.��p
.�`"S�'''. MANDY LYNN VINSON
�-ni Notary Public, state of Texas Notary UbIIC, a e Of Texas
=Cs 'P Comm. Expires 10-22-2027 My Co missi Expires
y
Notar ID 13041612-9 Printed
STATE OF TEXAS §
§ SS.
COUNTY OF T� r r oLr� .� §
On this /(o day of 5k,n-f- , 2025, before me, the
undersigned officer, personally appeared -R r ww o eu-n fie I o U) ,
known to me to be the person described in the foregoing instrument, who acknowledged
that he executed the same in the capacity therein stated and for the purpose therein
contained.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal.
CAROL MOLLOY MARCHANT
NOTARY PUBLIC
` STATE OF TEXAS
N�9�OFSE�'P`i MY COMM. EXP.05/18/26
NOTARY ID 36283-2
cotary Public, St f Texas
My Commis sio xpi es: A�0.710
Printed Name:
N Fee Tract
GRAPEVINE LAKE
UP-0
i Flowage Tract
ROAD AND CONSTRUCTION EASEMENTS Laydown Area
US Army Corps CITY OF GRAPEVINE
of Engineers° TARRANT COUNTY, TEXAS o Fal15oyDrFas3 ont
'Fort Worth District Feet/
A-1A
F46
3
t /
4t
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iA-1C
1 of 1 EXHIBIT A
LEGEND
MATCH LINE
LU (SEE SHEET 4) P.O.B. = POINT OF BEGINNING
BDF = BRASS DISK FOUND
co! TRACT N A-1A ADF = ALUMINUM DISK FOUND
CD o o p cp IRF = IRON ROD FOUND
LO o No C I \ UNITED STATES OF AMERICA
CO C.0 M It CO- \ (CIVIL ACTION 1461)
II II z II
a�JmU_j \ W D
U \ r II > > CURVE TABLE
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C5
°
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C6
�j .00�ts�, Oj \
APPROXIMATE LOCATION \
OF 80' ROAD EASEMENT 2� \
TRACT NO. 1 Oo
NO. DACW63-2-56-0008 OS \
07 \
NORTH
0 75 150
GRAPHIC SCALE IN FEET
DELTA RADIUS LENGTH CHORD BEARING CHORD
33°57'14" 285.00' 168.89' N25°45'20"W 166.43'
22°48'54"
92.00'
36.63'
24°59'01"
72.00'
31.40'
4°21'02"
1131.92'
85.95'
2'19'11"
1159.92'
46.96'
2°08'38"
560.00'
20.95'
5.3815 ACRES
234,416 SQ. FT.
RIGHT-OF-WAY EASEMENT
TRACT Al A - PARCEL 3, PART 2
(NO. DACW63-2-88-0586)
CALLED 120.50 ACRES 9 \
PARCEL 2
EAST GAYLORD
CONVENTION CENTER LEASE gDF �� \
"ACOE A-29" \
NAD 83 (Grid) \
N:7031331.11
LOT 1 BLOCK 1 E:2411430.58
N09°31'10"E
36.39'
N14°22'48"W
31.15'
N16°37'48"E
85.93'
S15°36'27"W
46.96'
S19°51'18"W 20.95'
/
/
P
0`,
"0
_ 19 \ �P
r
OPRYLAND FOURTH ADDITION ROAD OR STREET EASEMENT
(INST.NO. D211179935) \ / FOR TEXAS HIGHWAY DEPT.
L3 O \/ P . O . B . (VOL. 3387, PG. 432)
/ 5/8" IRF BEARS NAD 83 (Grid)
NOTES: / S42°2l'20"W - 45.14' N:7031212.87
E:2411560.45
Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202).
A metes and bounds description of even survey date herewith accompanies this survey plat.
The undersigned, Registered Professional Land Surveyor, hereby FAIRWAY DRIVE EASEMENT
certifies that this survey plat accurately sets out the metes and bounds MORGAN HOOD SURVEY, ABST. NO.
of the easement tract. 699, GEORGE MARTIN SURVEY
9� `� /ABST. NO. 1003 & ANDREW
/,� ✓ Q't� ISFER ANDERSON SURVEY, ABST. NO. 26
REGISTERED PROFESSIONAL co � * F0 s� CITY OF GRAPEVINE
LAND SURVEYOR NO. 6391 TARRANT COUNTY, TEXAS
801 CHERRY STREET JOSHUA D. WARGO
FORT
T 11 SUITE
RTH, TEXAS
po 6391 �P Kimlev*Horn
FORT WORTH, TEXAS 76102 FEs °801 Cherry Street, Unit 11, # 1300Tel. No. (817) 335-6511
PH. 817-335-6511 O S URV Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com
josh.wargo@kimley-horn.com scale Drawn by Checked by Date Proiect No. Sheet No.
1" = 150' CRG JDW 6/11/2025 063096026 3 OF 4
WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096C16-GRAPEVI E FAIRWAY_ AIRWAY DRI E LEASE.DWG
1 of 2 EXHIBIT B
NORTH
0 75 150
GRAPHIC SCALE IN FEET
BDF
"COE A-45"
NAD 83 (Grid)
N:7033390.70
BDF
"COE A-49" /V63°
NAD 83 (Grid) 16"
LEGEND N:7034750.73 w L
P.O.B. = POINT OF BEGINNING E:2409294.32 265094�
BDF = BRASS DISK FOUND
ADF = ALUMINUM DISK FOUND U
IRF = IRON ROD FOUND ! o
1981.01
uj
L7 /
CALLED 111.62 ACRES
N
U)
PARCEL1
F-Z.o[
/
SILVER LAKE MARINA LEASELu
w
to
m
/
E:2409625.85 o a o Q /
L1I0
ADF
"MLA RPLS 4873"
—L11
ANDREW ANDERSON SURVEY
ABSTRACT NO. 26
MORGAN HOOD SURVEY
ABSTRACT NO. 699
9'
L13
5.3815 ACRES
LINE TABLE / rr
234,416 SQ. FT. / a20; Mo
NO. BEARING LENGTH / / CALLED 830.14 ACRES
L1 N47°41'09"W 23.05' W / PARCEL 1
U) / M COWBOYS GOLF COURSE LEASE
L2
N47°41'09"W
152.60'
L3
N08°46'43"W
29.78'
L4
N42°43'57"W
27.29'
L5
N01°53'17"W
136.37'
L6
N46°42'13"E
129.42'
L7
N20°55'37"E
39.89'
L8
S69°39'04"E
47.73'
L9
NO3°25'26"E
23.21'
L10
L11
L12
L13
L14
L15
0, w / oQf /
/ / o
U Q co APPROXIMATE LOCATION
Q 04 / OF 28' ROAD EASEMENT
TRACT NO. 2
N u w / / L14 NO. DACW63-2-56-0008
o < Q a20; L15
J J
l l `-, SS
> N`b
(n N / / 7
LLj
LU
/ J BDF
M "ACOE A-26"
to NAD 83 (Grid)
/ o N:7032308.18
E:2412457.18
L16 S69°41'59"E 2.29' / /
FAIRWAY DRIVE EASEMENT
L17 S42°23'58"E 425.45' / MORGAN HOOD SURVEY, ABST. NO.
L18 S47°16'03"W 91.75' / % 699, GEORGE MARTIN SURVEY
L19 S42°00'30"E 82.51' �_ / ABST. NO. 1003 & ANDREW
° a T / ANDERSON SURVEY, ABST. NO. 26
L20 S44°31'13"W 76.76' / / Q�°v / CITY OF GRAPEVINE
TARRANT COUNTY, TEXAS
820� Kimlev*Horn
MATCH LINE / C6 801 Cherry Street, Unit 11, # 1300Tel. No. (817) 335-6511
(SEE SHEET 3) �L16 Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com
Scale rI Drawn by /I Checked by Ito
Project No. Sheet No.
CRG
WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096C16-GRAPEVIh1E FAIRWAY_FAIRWAY DRILEASE DW I 063096026 I 4 OF 4
1
2 of 2 EXHIBIT B
S75°50'28"E
S72°11'33"E
S17°48'27"W
S48°36'49"W
N69°20'43"W
SO4°40'42"W
28.00'
35.93'
228.47'
38.67'
18.49'
66.08'
LEGAL DESCRIPTION
BEING a 5.3815 acre (234,416 square foot) tract of land situated in the Morgan Hood Survey, Abstract No. 699, the
George Martin Survey, Abstract No. 1003, and the Andrew Anderson Survey, Abstract No. 26, City of Grapevine,
Tarrant County, Texas, and being part of that tract of land described in Declaration of Taking No. 3, filed August 25,
1948 in Condemnation Proceedings (Civil No. 1461) in the District Court of the United States for the Northern District
of Texas, Fort Worth Division, and being designated as Tract No. A-1A for Grapevine Lake, and being more
particularly described as follows:
BEGINNING at the easternmost corner of Lot 1, Block 1, Opryland Fourth Addition, an addition to the City of
Grapevine according to the plat recorded in Instrument No. D211179935, Official Public Records, Tarrant County,
Texas, and being a point in the northwest right-of-way line of State Highway No. 26 (a variable width right-of-way)
(NAD 83 (Grid) N:7031212.87, E:2411560.45), from which a 5/8-inch iron rod found bears South 42o21'20" West, a
distance of 45.14 feet;
THENCE North 47041'09" West, along the easternmost northeast line of said Lot 1, a distance of 23.05 feet to a point
for corner, from which a brass disk stamped "ACOE A-29" found for the easternmost north corner of said Lot 1 bears
North 47o41'09" West, a distance of 152.60 feet (NAD 83 (Grid) N:7031331.11, E:2411430.58);
THENCE North 08°46'43" West, departing the said easternmost northeast line, a distance of 29.78 feet to a point for
corner, being the beginning of a tangent curve to the left with a radius of 285.00 feet, a central angle of 33°57'14",
and a chord bearing and distance of North 25°45'20" West, 166.43 feet;
THENCE in a northerly direction, with said tangent curve to the left, an arc distance of 168.89 feet to a point for
corner;
THENCE North 42°43'57" West, a distance of 27.29 feet to a point for corner;
THENCE North 40'05'18" West, a distance of 319.24 feet to a point for corner, being the beginning of a non -tangent
curve to the right with a radius of 654.00 feet, a central angle of 23°21'31", and a chord bearing and distance of North
25°49'07" West, 264.78 feet;
THENCE in a northerly direction, with said non -tangent curve to the right, an arc distance of 266.63 feet to a point for
corner, being the beginning of a non -tangent curve to the right with a radius of 630.00 feet, a central angle of
33°50'14", and a chord bearing and distance of North 04°00'30" East, 366.68 feet;
THENCE in a northerly direction, with said non -tangent curve to the right, an arc distance of 372.06 feet to a point for
corner;
THENCE North 20°55'37" East, a distance of 973.78 feet to a point for corner, being the beginning of a tangent curve
to the left with a radius of 92.00 feet, a central angle of 22°48'54", and a chord bearing and distance of North
09°31'10" East, 36.39 feet;
THENCE in a northerly direction, with said tangent curve to the left, an arc distance of 36.63 feet to a point for corner;
THENCE North 01°53'17" West, a distance of 136.37 feet to a point for corner, being the beginning of a tangent
curve to the left with a radius of 72.00 feet, a central angle of 24°59'01", and a chord bearing and distance of North
14°22'48" West, 31.15 feet;
THENCE in a northerly direction, with said tangent curve to the left, an arc distance of 31.40 feet to a point for corner;
THENCE North 46°42'13" East, a distance of 129.42 feet to a
point for corner;
THENCE North 20°55'37" East, a distance of 39.89 feet to a
point for corner, from which a brass disk stamped "COE A-45"
found bears South 86°26'15" West, a distance of 1,981.01 feet
(NAD 83 (Grid) N:7033390.70, E:2409625.85);
THENCE South 69°39'04" East, a distance of 47.73 feet to a
point for corner, being the beginning of a non -tangent curve
to the left with a radius of 1131.92 feet, a central angle of
04°21'02", and a chord bearing and distance of North
16°37'48" East, 85.93 feet;
CONTINUED ON SHEET 2
FAIRWAY DRIVE EASEMENT
MORGAN HOOD SURVEY, ABST. NO.
699, GEORGE MARTIN SURVEY
ABST. NO. 1003 & ANDREW
ANDERSON SURVEY, ABST. NO. 26
CITY OF GRAPEVINE
TARRANT COUNTY, TEXAS
Kimlev*Horn
801 Cherry Street, Unit 11, # 1300Tel. No. (817) 335-6511
Fart Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com
Scale Drawn by Checked by Date I Project No. I Sheet No.
N/A CRG JDW 6/11/2025 063096026 1 OF4
WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096C 16-GRAPEVI E FAIRWAY_ AIRWAY DRI E LEASE.DWG
1 of 2 EXHIBIT C
LEGAL DESCRIPTION (CONTINUED)
THENCE in a northerly direction, with said non -tangent curve to the left, an arc distance of 85.95 feet to a point for
corner, from which an aluminum disk stamped "MLA RPLS 4873" found bears North 3°25'26" East, a distance of
23.21 feet, and from which a brass disk stamped "COE A-49" bears North 63°46'36" West, a distance of 2,650.94
feet (NAD 83 (Grid) N:7034750.73, E:2409294.32);
THENCE South 75°50'28" East, a distance of 28.00 feet to a point for corner, being the beginning of a non -tangent
curve to the right with a radius of 1159.92 feet, a central angle of 02'19'11", and a chord bearing and distance of
South 15°36'27" West, 46.96 feet;
THENCE in a southerly direction, with said non -tangent curve to the right, an arc distance of 46.96 feet to a point for
corner;
THENCE South 72'11'33" East, a distance of 35.93 feet to a point for corner;
THENCE South 17°48'27" West, a distance of 228.47 feet to a point for corner;
THENCE South 48°36'49" West, a distance of 38.67 feet to a point for corner;
THENCE South 20°55'37" West, a distance of 304.72 feet to a point for corner;
THENCE North 69°20'43" West, a distance of 18.49 feet to a point for corner;
THENCE South 04°40'42" West, a distance of 66.08 feet to a point for corner, from which a brass disk stamped
"ACOE A-26" found bears South 57'16'18" East, a distance of 1,149.28 feet (NAD 83 (Grid) N:7032308.18,
E:2412457.18);
THENCE South 20°55'37" West, a distance of 706.12 feet to a point for corner, being the beginning of a tangent
curve to the left with a radius of 560.00 feet, a central angle of 02°08'38", and a chord bearing and distance of South
19°51'18" West, 20.95 feet;
THENCE in a southerly direction, with said tangent curve to the left, an arc distance of 20.95 feet to a point for
corner;
THENCE South 69°41'59" East, a distance of 2.29 feet to a point for corner, being the beginning of a non -tangent
curve to the left with a radius of 532.96 feet, a central angle of 62°41'59", and a chord bearing and distance of South
11'02'58" East, 554.56 feet;
THENCE in a southerly direction, with said non -tangent curve to the left, an arc distance of 583.23 feet to a point for
corner;
THENCE South 42°23'58" East, a distance of 425.45 feet to a point for corner;
THENCE South 47°16'03" West, a distance of 91.75 feet to a point for corner;
THENCE South 42°00'30" East, a distance of 82.51 feet to a point for corner;
THENCE South 44°31'13" West, a distance of 76.76 feet to the POINT OF BEGINNING and containing 234,416
square feet or 5.3815 acres of land, more or less.
NOTES:
Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone
(4202). A survey plat of even survey date herewith accompanies this metes and bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out
the metes and bounds of the easement tract. FAIRWAY DRIVE EASEMENT
MORGAN HOOD SURVEY, ABST. NO.
699, GEORGE MARTIN SURVEY
ABST. NO. 1003 & ANDREW
P�GISTFRF ANDERSON SURVEY, ABST. NO. 26
e REGISTERED PROFESSIONAL * 6 - CITY OF GRAPEVINETARRANT COUNTY, TEXAS
LAND SURVEYOR NO. 6391 JOSHUA D. WARGO
801 CHERRY STREET ` o � Kimlev*Horn
UNIT 11 SUITE 1300 � 6391 P r
FORT WORTH, TEXAS 76102 '9w- FE s s � O 801 Cherry Street, Unit 11, # 1300 It Tel. No. (817) 335-6511
PH. 817-335-6511 'YO S URv Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com
josh.wargo@kimley-horn.com Scale IDrawn by Checked by Date Project No. Sheet No.
N/A CRG JDW 6/11/2025 063096026 2 OF 4
WARGO, JOSH 6/11/2025 10:08 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096C 16-GRAPEVI E FAIRWAY_ AIRWAY DRI E LEASE.DWG
2 of 2 EXHIBIT C
a Hazardous Materials Initial Site Assessment (ISA) Report
Texas
Department
al Transportation
Project Information
Include relative project information for all CSJs identified for the project.
CSJ(s): 0902-90-144 1 City(ies): Grapevine I Zip Code(s): 76051 County(ies): Tarrant
HWY(s): Fairway Drive I Limits per CSJ: SH 26 to Marina Drive
Section 1: Identify Previously Completed Environmental Site Assessments, Known Hazmat Conditions,
Preliminary Project Design, and Right -of -Way Requirements
Note: Obtain information/comments from design, right-of-way, and/or environmental staff. Attach maps
and/or details as appropriate.
❑ Yes Are there previous environmental assessments, testing, or studies performed within the proposed
® No project area related to contamination issues (to include Phase I ESAs)?
❑ Unknown If yes, explain here if there are concerns to the proposed project:
ISA Predecessor The project schematics and/or plan -profile sheets* (if available) should be reviewed. Look for
substantial excavations (including utilities and storm sewer designs), new ROW and easements,
and bridge demolitions or renovations.
* For consultants: these documents shall be supplied by TxDOT.
Section 2: Demolition and Renovation Information Related to Asbestos and Lead -Containing -Paint
❑Yes ®No I Are there proposed bridges or building demolitions or renovations for this project?
Note: If "Yes" is selected, buildings or structures being acquired through the acquisition process are assessed and
mitigated for asbestos, as needed, within the ROW process according to the TxDOT ROW Manual ROW Vol. 6
Miscellaneous -Chapter 1 Section 5. Bridge structures being demolished or renovated are assessed and mitigated for
asbestos and lead -containing -paint, as needed, within the construction process according to Standard Specification Item
6.10 (and applicable Provisions), and the TxDOT guidance document: Handling Issues for Lead and Asbestos in Bridge
Construction, posted on the ENV Hazardous Materials SharePoint.
Section 3: Project Screening
Note: Section 3.1 is only applicable for Categorically Excluded (CE) projects. If you are uncertain of the project type,
select "No" and continue to Section 3.2.
Section 3.1 Determine if the proposed project has a low potential to encounter contamination. Refer to the preliminary
schematics for pro ect limits and internet-based maps for surrounding land use.
❑ Yes Are the limits of the proposed project within a historically undeveloped area and outside the
boundaries of a designated MS4 permitted area?
or No or EA Historically undeveloped areas are locations where no commercial buildings are located within one -
or EIS Project half (0.5) miles of the proposed project limits and the surrounding land use is historically agricultural,
forest, or ranch lands.
If "Yes" is selected, the ISA is complete. The proposed project has a low potential to encounter contamination. Complete
Sections 9 and 10 of this ISA and maintain a copy and all applicable attachments in the project file.
If "No" is selected, proceed to Section 3.2 of this ISA.
Section 3.2
Note: Determine if the project includes the activities listed below.
® Yes ROW and Easements: Are there acquisitions of new ROW, easements, temporary construction
❑ No easements planned for the project?
® Yes Project Excavations: Will the work consist of substantial excavation operations?
❑ No Substantial excavation includes, but is not necessarily limited to:
• Underpass construction,
• Storm sewer installations, and
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• Trenching or tunneling that would require temporary or permanent shoring (substantial
excavations).
❑ Yes Encroachments: Are there known or potential encroachments into the project area?
® No Encroachments include soil and groundwater contamination, dump sites, tanks, and other issues
in the ROW.
3.3 Complete the appropriate box below:
® If Section 3.2 contains "Yes" answers, please proceed to Section 4.
❑ If Section 3.2 contains all "No" answers, proceed to Section 6, Site Survey. Please perform a site survey
documenting the results in Section 6 and then mark the appropriate box below. If a Phase I ESA has been
prepared for this project, you may use the applicable site survey information from the Phase I ESA.
❑ The site survey did not identify evidence of environmental concerns listed in Section 6. The ISA is complete.
Complete Sections 9 and 10 and maintain a copy of the ISA and all applicable attachments in the project
file.
❑ The site survey identified evidence of environmental concerns listed in Section 6. Continue with Section 4.
Section 4: Current and Past Land Use Information
Note: Review and assess current and past land use (up to 50 years) in the project area. Document and attach sources
that were reviewed. If one or more Phase I ESAs were prepared for this project, please use applicable information from
the Phase I ESAs to help complete this section of the ISA.
®Yes 4.1 Review Current and Past USGS 7.5 Minute Topographic Maps of the project area:
❑ No Look for oil & gas pipelines, tanks, landfills, Travel pits, surface mines, or industrial features.
❑ Not Available List 7.5-Min Topo Maps Reviewed: Map Dates:
Grapevine, TX Quad 1960, 1974, 1982, 2016
Describe observed features of concern: 1960: Developed medium -duty road with adjacent unimproved dirt roads. Two
structures depicted to the adajcent southeast of the project area, one struction depicted to the adjacent west of the
project area.
1974: Developed medium -duty road with adjacent developed light -duty roads.
1982: Additional structures completed to the adjacent southeast and west of the project area.
2016: No structures depicted in project vicinity.
®Yes 4.2 Review Current and Past Aerial Photographs of the project area:
❑ No Look for pipeline easements, aboveground tanks, landfills, surface mines, other large areas of land
❑ Not Available disturbance, or industrial features.
List Aerial Photo Sources Reviewed: Aerial Photo Dates:
ESRI Decade Package 1942, 1953, 1956, 1958, 1968, 1976, 1987, 1995,
2004, 2005, 2006, 2008, 2010, 2012, 2014, 2016,
2018, 2020, 2022
Describe observed features of concern: 1942: Primarily undeveloped agricultural land, nothernmost portion of project
area transected by rural road. Homestead and agricultural facilities offsite to the southwest and north-northwest of the
project area.
1953: Fairway Drive evident as unpaved road in project area in current alignment, disturbed land to the east.
1956: Paved road with newly developed commercial maintenance building offsite to the southeast.
1958: Construction of Grapevine Lake via damming evident to the west of the project area.
1968- Newly developed parking lot adjacent to the commercial maintenance building located to the southeast of the
project area; ongoing development of Grapevine Lake with the addition of a marina; new structures approximately 500
feet northwest of the project area.
1976: Additional building development located to the northwest of the project area.
1987-1995: Paved parking lot developments located to the west of the study area; development of an exisiting parking
lot located to the southeast of the project area.
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2004-2012: Golf course, paved parking lot, and adjacent buildings development to the east of the project area; paved
parking lot development to the northwest of the project area .
2014: Industrial building and adjacent paved parking lot development to the northeast of the project area; additional
development to exisitng docks on Grapevine Lake.
2016-2022: Continued development onto existing docks on Grapevine Lake.
❑Yes 4.3 Review Current and Past Right -of -Way Maps/Files*:
❑ No Look for oil & gas pipelines, aboveground/underground tanks, landfills, or industrial features.
® Not Available Note: These are not project design schematics or PS&E plans.
❑ Not Applicable List Maps/Files Reviewed: Map/File Dates
Describe observed features of concern:
❑Yes 4.4 Review Sanborn Fire Insurance Maps/Files: Look for aboveground/underground tanks, oil
❑ No & gas pipelines, landfills, railroad yards, industrial facilities, or other industrial features.
® Not Available List Maps/Files Reviewed: Map/File Dates:
Describe observed features of concern:
❑Yes 4.5 Review TxDOT As -Built Plans*:
❑ No Were concerns identified during previous work within the project limits?
® Not Available If yes, explain:
❑ Not Applicable If known, what is the previous project CSJ:
Note: New location where there is no pre-existing road, sidewalk, trail, etc., mark "Not Applicable"
❑Yes
4.6 Review TxDOT Geotechnical Soil Boring Logs*:
❑ No
Were concerns noted on the boring logs such as unusual odors, visible contamination, trash,
® Not Available
waste, or debris?
❑ Not Applicable
If yes, explain:
❑Yes
4.7 Review TxDOT Temporary Use ROW Agreements (permits issued by the district to
❑ No
entities to occupy a portion of the ROW) *:
® Not Available
Were concerns such as monitor wells or treatment systems identified within the ROW?
For consultants: this information shall be supplied by TxDOT.
If yes, explain:
❑Yes 4.8 Review Notifications of Contamination to TxDOT*:
❑ No (These are typically letters from TCEQ or third parties explaining the presence of contamination
® Not Available on TxDOT ROW):
Were concerns regarding contamination of ROW from off -site sources identified?
If yes, explain:
For consultants: these documents shall be supplied by TxDOT. If no information is supplied by TxDOT, then select Not Available.
Section 5: Complete a Regulatory Records Review (Database Search)
Select the appropriate box below:
® A Database search was conducted through a contracted service. Indicate in Section 5.1, and if applicable, Section
5.2, the regulatory records searched. Attach a complete copy of the database report (contractor's report deliverable) to
the ISA.
❑ A Database search was conducted in-house. For in-house database searches, not all databases need to be
reviewed, but at a minimum the databases listed in Section 5.1 marked in bold with a star (*) must be reviewed. Attach
database records to the ISA that list potential issues. It is not necessary to include records of negative findings.
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Note: Use Section 5.1 to provide a synopsis of the total number of sites identified within the search distances for each
regulatory record reviewed. No comments are required when no sites were identified, or the regulatory record was not
reviewed. Do not use Section 5.1 for detailed site discussions.
Section 5.1 Standard Database Sources of Environmental Information from Government Agency Records
FEDERAL LISTINGS
Findings i Regulatory Record
❑Sites Identified Federal Active NPL or Not NPL list (CERCLIS or SEMS sites)*
httDs://cumuIis.ei3a.aov/suDerci3ad/CurSites/srchsites.cfm; and/or https://www.epa.aov/cleanups/cleanups-
®No Sites Identified mv-community
(1-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified Federal Archived NPL or Not NPL list (CERCLIS NFRAP or SEMSArch sites)*
®No Sites Identified https://cumuIis.eDa.aov/suDercoad/CurSites/srchsites.cfm
(0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified
®No Sites Identified US EPA Brownfield Properties https://www.eDa.aov/cleanups/cleanups-mv-community
❑Not Reviewed (0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified
®No Sites Identified Federal RCRA Corrective Action (CORRACTS) list https://www.epa.aov/cleanups/cleanups-mv-
community. and/or httD://www.eDa.aov/enviro/
❑Not Reviewed (1-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified Federal RCRA non-CORRACTS Treatment Storage Disposal (TSD) facilities list
®No Sites Identified httD://www.envcaD.ora/statetools/tsdf/ and/or httD://www.eDa.aov/enviro/
❑Not Reviewed (0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified
®No Sites Identified Federal RCRA Generators htto://www.eDa.aov/enviro/
❑Not Reviewed (existing/proposed ROW and adjoining properties)
Comments for Sites Identified:
❑Sites Identified Federal ERNS (or Responses)
®No Sites Identified https://www.eDa.aov/cleanups/cleanups-mv-community
❑Not Reviewed (existing/proposed ROW)
Comments for Sites Identified
STATE LISTINGS
®Sites Identified TCEQ Industrial Hazardous Waste Corrective Action (IHWCA) sites only*
]No Sites Identified http://www15.tcea.texas.aov/crpub/
(0.5-mile minimum search distance from project limits)
Comments for Sites Identified: One (1) IHWCA site was identified within 0.5 mile of the project limits. "Trencor" was
mapped approximately 0.48 mile/2,540 feet southwest of the project limits at a lower elevation relative to the
proposed project. An IHWCA investigation was initiated and completed in May 2009.
❑Sites Identified I TCEQ Superfund sites*
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®No Sites Identified httD://wwwl5.tcea.texas.aov/crpub/ and/or
httos://www.tcea.texas.aov/remediation/suDerfu nd/sites/index.htmi
(1-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified TCEQ Voluntary Cleanup Program (VCP) sites* htto://wwwl5.tcea.texas.aov/crpub/
®No Sites Identified (0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified
®No Sites Identified TCEQ Innocent Owner/ Operator (IOP) sites httr)://wwwl5.tcea.texas.aov/crpub/
❑Not Reviewed (0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
®Sites Identified TCEQ registered petroleum storage tank lists (PST)* httD://wwwl5.tcea.texas.aov/crpub/
❑No Sites Identified (existing/proposed ROW and adjoining properties)
Comments for Sites Identified: One (1) PST was identified within the project limits. "USACE Grapevine Project" was
mapped approximately One (1) 1,000 gallon gasoline tank and one (1) 1,000 gallon diesel tank were installed in
January 1960 and removed from the ground in March 1992.
®Sites Identified TCEQ leaking petroleum storage tank remediation lists (LPST)*
]No Sites Identified http://wwwl5.tcea.texas.aov/crpub/
(0.5-mile minimum search distance from project limits)
Comments for Sites Identified: One (1) LPST site was identified within 0.5 mile of the project limits. "Scotts Silver
Lake Marina" was mapped approximately 0.16 miles/861 feet northwest of the project limits at at a lower elevation
relative to the proposed project. An LPST Remediation ID Number was issued for the facility in 1998 and was
assigned a priority code of 3.2 - "Impacted groundwater within 500 feet - 0.25 mile to surface water used by human or
endangered species." The incident received regulatory closure in 2002.
❑Sites Identified TCEQ Dry Cleaners Remediation Only Database* (this entry is not for dry cleaner
®No Sites Identified registration listings) nttp://wwwl5.tcea.texas.aov/crpub/
(0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified TCEQ Brownfield Assessment Program Properties
®No Sites Identified http://wwwl5.tcea.texas.aov/crpub/
(0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
Active, Closed, and Abandoned solid waste landfill sites* (can be authorized, i.e.
❑Sites Identified municipal, or unauthorized; listed as CALF, CLI, SWF/LF, or MSWLF)
®No Sites Identified httD://www.tcea.texas.aov/Dermittina/waste permits/msw permits/msw-data
(0.5-mile minimum search distance from project limits)
Comments for Sites Identified:
❑Sites Identified Texas Railroad Commission (TRRC) VCP sites*
®No Sites Identified https://www.rrc.texas.aov/oil-and-gas/environmental-cleanup-programs/site-remediation/voluntary-cleanup-
proaram/ (0.5 mile minimum search distance from project limits)
Comments for Sites Identified:
Section 5.2 List below other pertinent records reviewed such as local records and/or additional state records
Record Source and Comments:
Record Source and Comments:
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Section 6: Complete a Project Site Survey
Note: Do not document site survey concerns that were previously identified by the regulatory list search, by the
Current and Past Land Use review, or both. In Section 6.1, describe the location and size of the concern. Attach site
maps and photographs, as appropriate. If a Phase I ESA has been prepared for this project, you may use the
applicable site survey information from the Phase I ESA and updated current site conditions, as needed.
Possible Site Survey Concerns:
material issues during a site survey
• underground storage tanks
The following items are to be used as a guide to help identify potential hazardous
• aboveground storage tanks
• injection wells, cisterns, sumps, dry wells
• floor drains, walls stained by substances other
than water or emitting foul odors
• stockpiling, storage of material
• surface dumping of trash, garbage, refuse,
rubbish, debris half exposed/buried, etc.
• stained, discolored, barren, exposed or foreign
(fill) soil
• oil sheen or film on surface water, seeps,
lagoons, ponds, or drainage basins
• changes in drainage patterns from possible fill
areas
• Dead animals (fish, birds, etc.)
Site Survey Date(s): 4/16/2023
• vent pipes, fill pipes, or access ways indicating a
fill pipe protruding from the ground
• electrical and transformer equipment storage or
evidence of release
• groundwater monitoring wells and groundwater
treatment systems
• vats, 55-gallon drums (labeled/unlabeled),
canisters, barrels, bottles, etc.
• evidence of liquid spills
• damaged or discarded automotive or industrial
batteries
• dead, damaged, or stressed vegetation
• pits, ponds, or lagoons associated with waste
treatment or waste disposal
• security fencing, protected areas, placards,
warning signs
6.1 Describe Concerns Observed During the Site Survey. Do not include concerns previously identified during the
regulatory list search and the current and past land use reviews. Indicate if the concern is associated with existing
ROW, proposed ROW, adjacent property, or easements. Provide address location (or relative location) and additional
information about the evidence identified; include photographs as an attachment to the ISA.
Determine whether the feature discussed has the potential to impact the project.
Comments or Concerns Identified: None
Section 7: Interviews
Section 7.1 Were interviews conducted? ❑Yes ❑No
Possible interviewees include local residents, TxDOT staff, fire department personnel, city or county department of
health/environmental staff, city or county planning staff, TCEQ staff, TRRC staff, and current and former property
owners or operators.
If one or more Phase I ESAs were prepared for this project, please use applicable interview information from the Phase
I ESAs to help complete this section of the ISA.
Section 7.2 Interview Summary: Complete this section if interviews were conducted. Add additional rows as
needed. Attach record of communications to the ISA.
Name:
Describe potential concerns:
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Name:
Title: Entity with: Date:
Describe potential concerns:
Section 8: Hazardous Material Concerns
On the list below, indicate if a concern is resolved or unresolved. "Unresolved" indicates additional investigation or
research is required. "Resolved" indicates the concern has been resolved during the preparation of this ISA. If a concern
is "Unresolved" or "Resolved", include information to support these findings. If no concerns were identified, select "No
Issue".
For additional information regarding scheduling considerations, internal/external coordination, and recommended
practices for resolving hazmat issues please refer to TxDOT's Environmental Tool Kit website.
Contact TxDOT ENV Hazardous Material Management (HMM) for additional assistance.
8.1 Identify Type of Hazardous Material Concerns
Resolution Type of Concern
❑Unresolved Current or Past Land Use Concerns: These concerns are associated with hazardous material
❑Resolved issues identified in Section 4 that were not discovered durina the database search in Section 5.1 or
durina the Site Survev in Section 6.1. Note: For ECOS IIR development, the Available Contaminated
❑No Issue Media would be "Other".
Explain Unresolved and/or Resolved Issues:
❑Unresolved Site Survey Concerns: These concerns are associated with hazardous material issues discovered
❑Resolved following the completion of Section 6 that were not previously discovered durina the database
®No Issue search in Section 5.1 or durina the current and past land use review in Section 4. Note: For ECOS
IIR development, the Available Contaminated Media would be "Other".
Explain Unresolved and/or Resolved Issues:
❑Unresolved Interview Concerns: These concerns are associated with hazardous material issues discovered
❑Resolved during an interview listed in Section 7, that were not previously discovered durina the database
®No Issue search in Section 5.1. durina the current and past land use review in Section 4. or durina the Site
❑N/A Survev in Section 6.1. Note: For ECOS IIR development, the Available Contaminated Media would
be "Other".
Explain Unresolved and/or Resolved Issues:
❑Unresolved Non-LPST Source Contamination Concerns discovered during the database search: These
®Resolved are sites or locations that have a potential for soil and groundwater contamination and are not
❑No Issue associated with LPST sites. Select below all that apply.
❑Yes ®No Database search identified Active SEMS, NPL or Not NPL site(s) within 1-mile of the
project. This may be identified on a database search as a CERCLIS or NPL site.
❑Yes ®No Database search identified Archived SEMS, NPL or Not NPL site(s) within 0.5-miles
of the project. This may be identified on a database search as a CERCLIS NFRAP.
❑Yes ®No Database search identified US Brownfields within 0.5-miles of the project.
❑Yes ®No Database search identified RCRA CORRACTS site within 1-mile of project.
❑Yes ❑No Database search identified RCRA TSD facilities within 0.5-miles of project.
®Yes ❑No Database search identified TCEQ IHWCA sites within 0.5-mile of project.
❑Yes ®No Database search identified TCEQ Superfund sites within 1-mile of project.
❑Yes ®No Database search identified TCEQ VCP sites within 0.5-miles of project.
❑Yes ®No Database search identified TCEQ IOP sites within 0.5-miles of project.
Documentation Standard
TxDOT Environmental Affairs Division
Effective Date: March 2024
Version 7
510.02.DS
Page 7 of 10
7 of 10 EXHIBIT D
Report: Hazardous Materials Initial Site Assessment (ISA)
❑Yes ®No Database search identified TCEQ DCR Remediation sites within 0.5-mile of project.
❑Yes ®No Database search identified TCEQ Brownfield sites within 0.5-mile of project.
❑Yes ®No Other- If yes, describe:
❑Yes ®No Uncertain of impacts from one or more Non-LPST sites or need more information.
Request assistance from ENV.
Explain Unresolved and/or Resolved Issues:One (1) IHWCA site was identified within 1 mile of the project limits. This
IHWCA investigation received regulatory closure from the TCEQ in May 2009. Therefore, this facility is not expected
to impact the project.
❑Unresolved Petroleum Storage Tanks (PSTs) Concerns discovered during the database search: PSTs are
❑Resolved underground or aboveground storage tanks used to store fuel or other petroleum substances.
®No Issue Typically, these are found at gasoline and diesel refueling facilities. Select below all that apply.
❑Yes ONO ROW acquisition or partial acquisition of a parcel with one or more PSTs.
❑Yes ❑No Other- If yes, describe:
Explain Unresolved and/or Resolved Issues:
❑Unresolved Leaking Petroleum Storage Tanks (LPSTs) Concerns discovered during the database search:
®Resolved LPSTs are PSTs that have caused or are suspected to have caused a release of fuel or other
❑No Issue petroleum substances to the environment.
❑Yes ®No ROW acquisition or partial acquisition of a parcel with one or more LPSTs.
❑Yes ®No One or more LPSTs are located within 0.25-miles of the project.
®Yes ❑No Other- If yes, describe:
❑Yes ®No Uncertain of impacts from one or more LPST sites or need more information. Request
assistance from ENV.
Explain Unresolved and/or Resolved Issues:One (1) LPST site is located within 0.25 miles of the project. This LPST
investigation received regulatory closure from the TCEQ. Therefore, this facility is not expected to impact the project.
❑Unresolved Landfills/Waste Pits/Dump Site Concerns: These concerns are associated with known or
❑Resolved suspected (based on visual observations) landfills, dump sites, or waste pits. These concerns may
❑No Issue appear on a database search as CALF, CLI, SWF/LF or MSWLF site. Additionally, the local Council
of Governments (COG) maintains a list of closed, abandoned, and active landfills in your project area.
Select below all that apply.
❑Yes ❑No Database search identified closed or abandoned (can be listed as CALF, CLI, or
SWF/LF) landfill sites within 0.5-miles of the project.
❑Yes ❑No Database search identified active (can be listed as MSWLF, SWF/LF) landfill sites
within 0.5-miles of the project.
❑Yes ❑No Other- If yes, describe:
❑Yes ❑No Uncertain of impacts or need more information. Request assistance from ENV.
Explain Unresolved and/or Resolved Issues:
❑Unresolved Oil and Gas Activity Concerns: TxDOT is concerned with the acquisition of oil and gas wells (and
❑Resolved ancillary equipment) such as process piping, production equipment, pipelines, etc. Select below all
®No Issue that apply.
❑Yes ❑No Database search identified TRRC VCP Site within 0.5 miles of project.
❑Yes ❑No Oil/ Gas Wells within proposed ROW.
❑Yes ❑No Spills or other Contamination Issues associated with ancillary equipment or pipelines.
Documentation Standard
TxDOT Environmental Affairs Division
Effective Date: March 2024
Version 7
510.02.DS
Page 8 of 10
8 of 10 EXHIBIT D
Report: Hazardous Materials Initial Site Assessment (ISA)
❑Yes ❑No Other- If yes, describe:
❑Yes ❑No Uncertain of impacts or need more information. Request assistance from ENV.
Explain Unresolved and/or Resolved Issues:
8.2 Did the ISA identify Unresolved Hazardous Material concerns?
® No unresolved hazardous materials concerns were identified and/or all potential concerns were resolved within the
ISA. No further hazardous materials action is required. The ISA is complete for this project. Unanticipated hazardous
materials impacts encountered during the project construction phase shall be addressed in accordance with regulatory
requirements and TxDOT standard specifications. Complete Sections 9 and 10 and maintain a copy of the ISA and all
applicable attachments in the project file.
❑ Yes, the ISA identified one or more unresolved hazardous materials concerns requiring additional investigations or
assessments. An Issues, Identification, and Resolution (IIR) form shall be created in ECOS to track the additional
investigations and assessments. Complete Sections 9 and 10 and maintain a copy of the ISA and all applicable
attachments in the project file.
Note: Creating the IIR Form in ECOS is simply transferring each Unresolved issue.
Documentation Standard
TxDOT Environmental Affairs Division
Effective Date: March 2024
Version 7
510.02.DS
Page 9 of 10
9 of 10 EXHIBIT D
Report: Hazardous Materials Initial Site Assessment (ISA)
Section 9: ISA Attachments (attach selected reference materials used to prepare the ISA)
Note: Select the reference materials reviewed to prepare the ISA. Attach the reference materials reviewed unless the
reference materials are found within ECOS for this project.
Referenced ® Project Location Map ® USGS Topo Maps ® Aerial Photographs
Materials ® Project Photographs ® Regulatory Database Report ❑ Sanborn Fire Insurance Maps
Used
® Project Schematics/Profiles
or PS&E
❑ Temporary Use Agreements
❑ Hazardous Materials Sites
Map
Section 10: ISA Preparer
(complete report)
❑ ROW Maps/Files
❑ Record of Interviews
❑ Other:
Name:
Thomas Kirby
Title:
Environmental Analyst
Consultant Firm/
Kimley-Horn (Dallas)
District Section:
Address:
13455 Noel Road, Two Galleria Office Tower, Suite 700,
Dallas, TX 75240
❑ TxDOT As -Built Plans
❑ Notifications
Tel: 4696998517
Date Completed: 07/11/2023
The environmental review, consultation, and other actions required by applicable Federal environmental
laws for TxDOT projects are being or have been carried -out by TxDOT pursuant to 23 U.S.C. 327 and a
Memorandum of Understanding dated December 9, 2019, and executed by Federal Highway
Administration (FHWA) and TxDOT.
Documentation Standard
TxDOT Environmental Affairs Division
Effective Date: March 2024
Version 7
510.02.DS
Page 10 of 10
10 of 10 EXHIBIT D
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LEGEND
540 EXISTING CONTOUR LINE
540 PROPOSED CONTOUR LINE
O TRUNK PROTECTION (TYP.)
SEE TREE PROTECTION NOTES THIS SHEET
TREE PROTECTION FENCE (TYP.)
SEE TREE PROTECTION NOTES THIS SHEET
EXISTING TREE TO REMAIN
0 PROTECTED IN PLACE (TYP.)
EXISTING TREE TO BE REMOVED (TYP.)
TREE PROTECTION NOTES-
1 PROTECTIVE TREE FENCING MUST REMAIN IN PLACE THROUGHOUT CONSTRUCTION,
EXCEPT FOR TEMPORARY REMOVAL TO PERFORM REQUIRED WORK WITHIN TREE
PROTECTION AREA. WORK WITHIN TREE PROTECTION AREA MUST BE DONE BY HAND
WHENEVER POSSIBLE. NO HEAVY EQUIPMENT OR MATERIAL STORAGE WITHIN TREE
PROTECTION AREA.
2. WORK IN CRZ, (CRITICAL ROOT ZONE), MUST BE DONE BY HAND WHEN POSSIBLE. NO
HEAVY EQUIPMENT OR MATERIAL STORAGE IS ALLOWED WITHIN CRZ OF PRESERVED
TREES.
3. WHEN CONSTRUCTION IS UNDER THE DRIP LINE OF A TREE, PROFESSIONAL ROOT
PRUNING BY AN ISA CERTIFIED ARBORIST OR EQUIVALENT MUST BE COMPLETED PRIOR
TO ANY SOIL DISTURBANCE.
I // EXISTING 18" OAK TREE
/ ® / l I I l TO BE REMOVED
I
0 0 / // ) \ Ilk I �I I 1 / '� / / % SYMBOL CODE OTY REMARKS BOTANICAL NAME COMMON NAME SIZE
/ ' I l l l �i EXISTING 10" CEDAR TREE
TO BE REMOVED TREES
I
EX 18" OAK TREE ° REMOVED
I �/Il l/I lIl��lllrill�lI
FULL, STRAIGHT , E REMOV D QV 4 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 3" CAL, 16' HT, 6 SPR
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28+00 29 00 3b+00 �
TRACT NO. A-1A /
_ UNITED STATES OF AMERICA000 /
(CIVIL ACTION 1461)
CONCEPT PLANT SCHEDULE
3" CALIPER CANOPY TREE
AMERICAN ELM
CEDAR ELM
CHINQUAPIN OAK
LACEBARK ELM
LIVE OAK
RED OAK
CALLED 830.14 ACRES
PARCELI
COWBOYS GOLF COURSE LEASE
NOTES:
1. MITIGATION PROVIDED AT 1:1 RATIO FOR 78" OF REMOVED TREES:
1.A. 24" OAK
1.B. 18" OAK
1.C. 18" OAK
1.D. 18" OAK
26 2. CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION FOR
PROPOSED TREES UNTIL FULLY ESTABLISHED. CONTRACTOR TO
COORDINATE WITH CITY FOR FINAL ACCEPTANCE PRIOR TO
REMOVAL OF TEMPORARY IRRIGATION.
12" W
12" W
12" W -
41
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UNITED STATES OF AMERICA
(CIVIL ACTION 1461)
CALLED 26.60 ACRES
PARCEL2
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n--
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CALLED 830.14 ACRES
PARCEL 1
COWBOYS GOLF COURSE LEASE
EIGHT (8) MITIGATION TREES AS
PART OF FEDERAL PROJECT
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LEGAL DESCRIPTION
BEING a 0.5141 acre (22,394 square foot) tract of land situated in the Morgan Hood Survey, Abstract No. 699 and
the George Martin Survey, Abstract No. 1003, City of Grapevine, Tarrant County, Texas, and being part of that tract
of land described in Declaration of Taking No. 3, filed August 25, 1948 in Condemnation Proceedings (Civil No. 1461)
in the District Court of the United States for the Northern District of Texas, Fort Worth Division, and being designated
as Tract No. A-1A for Grapevine Lake, and being more particularly described as follows:
COMMENCING at the easternmost corner of Lot 1, Block 1, Opryland Fourth Addition, an addition to the City of
Grapevine according to the plat recorded in Instrument No. D211179935, Official Public Records, Tarrant County,
Texas, and being a point in the northwest right-of-way line of State Highway No. 26 (a variable width right-of-way)
(NAD 83 (Grid) N:7031212.87, E:2411560.45), from which a 5/8-inch iron rod found bears South 42o21'20" West, a
distance of 45.14 feet, and from which a brass disk stamped "ACOE A-29" found for the easternmost north corner of
said Lot 1 bears North 47°41'09" West, a distance of 175.65 feet (NAD 83 (Grid) N:7031331.11, E:2411430.58);
THENCE North 16°20'53" West, a distance of 1,120.43 feet to the POINT OF BEGINNING (NAD 83 (Grid)
N:7032287.87, E:2411245.13);
THENCE North 20°55'37" East, a distance of 267.17 feet to a point for corner;
THENCE South 69°04'23" East, a distance of 110.00 feet to a point for corner, from which a brass disk stamped
"ACOE A-26" found bears South 79°23'25" East, a distance of 1,031.67 feet (NAD 83 (Grid) N:7032308.18,
E:2412457.18);
THENCE South 20°55'37" West, a distance of 140.00 feet to a point for corner;
THENCE South 61 °47'12" West, a distance of 168.14 feet to the POINT OF BEGINNING and containing 22,394
square feet or 0.5141 acres of land, more or less.
NOTES:
Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone
(4202). A survey plat of even survey date herewith accompanies this metes and bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately
sets out the metes and bounds of the laydown area.
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6391
801 CHERRY STREET
UNIT 11 SUITE 1300
FORT WORTH, TEXAS 76102
PH. 817-335-6511
LAYDOWN AREA
MORGAN HOOD SURVEY
ABSTRACT NO. 699
& GEORGE MARTIN SURVEY
OF
G% S T RF
ABSTRACT NO. 1003
CITY OF GRAPEVINE
C
TARRANT COUNTY, TEXAS
JOSHUA D. WARGO
6391 P�-
\ VNP �
4 ,- S s `O`
\i ,1 C 1 112�I ,
Kimlev*Horn
801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511
Fart Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com
josh.wargo@kimley-horn.com Scale Drawn by Checked by Date Project No. I Sheet No.
N/A CRG JDW 6/11/2025 063096026 1 OF 2
WARGO, JOSH 6/11/2025 10:33 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096C'.6-GRAPEVI E FAIRWAY_ AIRWAY DRI Ji
LAYDOWN REA.DWG
1 of 2 EXHIBIT F
LEGEND / APPROXIMATE LOCATION
P.O.C. = POINT OF COMMENCING / / OF 28' ROAD EASEMENT
P.O.B. = POINT OF BEGINNING / / / TRACT NO. 2
BDF = BRASS DISK FOUND / / / NO. DACW63-2-56-0008
IRF = IRON ROD FOUND PROPOSED FAIRWAY
43 DRIVE EASEMENT
TRACT NO. A-1A
79-
UNITED STATES OF AMERICA /� 523=E
(CIVIL ACTION 1461)
P.O.B. 0.5141 ACRES
/�/ �
NAD 83 (Grid) �j 22,394 SQ. FT.
114.7032287.01
E:2411245.13
APPROXIMATE LOCATION
OF 80' ROAD EASEMENT
�2
TRACT NO. 1
NO. DACW63-2-56-0008
o_
LINE TABLE
'
NO. BEARING LENGTH
L1 S42°21'20"W 45.14' II
L2 N47°41'09"W 175.65'
L3 S69°04'23"E 110.00'
L4 S20°55'37"W 140.00'
L5 S61 °47'12"W 168.14' BDF
"ACOE A-29"
NAD 83 (Grid)
N:7031331.11
E:2411430.58
LOT 1, BLOCK 1
OPRYLAND FOURTH ADDITION
(INST.NO. D211179935)
/
NOTES:
/
NORTH
0 75 150
GRAPHIC SCALE IN FEET
�1.67'
BDF
"ACOE A-26"
NAD 83 (Grid)
N:7032308.18
E:2412457.18
TRACT NO. A-1A
g > UNITED STATES OF AMERICA
z(CIVIL ACTION 1461)
zzz
0
o
o a o a
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�P -X
0/C.5
ROAD OR STREET EASEMENT
FOR TEXAS HIGHWAY DEPT.
(VOL. 3387, PG. 432)
P.O.C.
NAD 83 (Grid)
N:7031212.87
E:2411560.45
Bearing & coordinate system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone
(4202). A metes and bounds description of even survey date herewith accompanies this survey plat.
The undersigned, Registered Professional Land Surveyor, hereby
certifies that this survey plat accurately sets out the metes and
bounds of the laydown area.
1,4,z 0 va—;7"
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6391
801 CHERRY STREET
UNIT 11 SUITE 1300
FORT WORTH, TEXAS 76102
PH. 817-335-6511
JOSHUA D. WARGO
0 6391 --�
F s s 1 JDY/ °
LAYDOWN AREA
MORGAN HOOD SURVEY
ABSTRACT NO. 699
& GEORGE MARTIN SURVEY
ABSTRACT NO. 1003
CITY OF GRAPEVINE
TARRANT COUNTY, TEXAS
Kimlev)))Horn
801 Cherry Street, Unit 11, # 1300Tel. No. (817) 335-6511
Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com
Scale wn by Checked by Date Project No. Sheet No.
J.. = 150' RG JDW 6/11/2025 063096026 2 OF 2
WARGO, JOSH 6/11/2025 10:33 AM K:\FTW_SURVEY\063096026-GRAPEVINE FAIRWAY DR\DWG\063096C'6-GRAPEVI E FA!RWAY_ AIRWAY DRI E LAYDOWN REA.DWG
josh.wargo@kimley-horn.com
2 of 2 EXHIBIT F