HomeMy WebLinkAbout064801 - Construction-Related - Contract - Eagle Mountain Saginaw Independent School District (ISD) and Cibolo Hills Homeowners Association, InDate Received: 2�27�2�26
Time Received: 4:30 p.l'71.
Permit No.: SWFMA-25-0071
City Secretary No.: 64801
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day �7th o f Fe b rU a r�/
�
2026, by and between Ea�le Mountain Sa�inaw Independent School District, a Texas
nonprofit corporation, acting by and through Dr. Marilyn Tolbert, its duly authorized
President hereinafter referred to as "Landowner", and the Cibolo Hills Homeowners
Association, Inc., hereinafter referred to as "Association" and the City of Fort Worth,
hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
0.409 acres and a 1.243 acres tract of land situated in the Benj amin Thomas Survey, Abstract
1497, City of Fort Worth, Tarrant County, TeXas according to the deed recorded in
Document No. D221367223, Official Public Records, Tarrant County, Texas, hereinafter
called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Cibolo Hills West Phase 1 hereinafter
called the "Plan", which is expressly made a part hereof, as approved or to be approved by
the City and the Landowner and Association provides for management of Stormwater within
the confines of the Property; and
WHEREAS, the City and the Landowner and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on-site Stormwater Management Facilities be constructed and maintained
on a portion of the Property; and
�FFICIAL RECORD
CITY SECRETARY
STORMWATER FACILITY MAINTENANCE AGREEMENT �
Rev. 03/01/2022 BN FT. WORTH� TX
WHEREAS, the City requires that on-site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, including Association, the location and dimensions
of which is shown and more particularly described by metes and bounds in the attached
Exhibits "A-1" and "A-2" ("Facility Property"); and
WHEREAS, Landowner agrees to convey the Facility Property to the Association
and the Association agrees to accept the Property where the Stormwater Facility is located.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
1. The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on-site Stormwater Management Facility ("Facility")
at no eXpense to the City of Fort Worth in accordance with the design
specifications for the Facility, attached as Exhibit "B", and the current standards
then in force and effect in the City of Fort Worth and with the Operations and
Maintenance Plan attached to this Agreement as EXhibit "C". The Stormwater
Facility includes all pipes, channels or other conveyances built to convey
stormwater to the facility, as well as all structures, improvements, and vegetation
provided to control the quantity and quality of the stormwater. Adequate
maintenance is herein defined as good working condition so that these facilities
are performing their design functions. The Stormwater Structural Control
Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be
used to establish what good working condition is acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of the
inspection is to ensure the safe and proper functioning of the Facility. The
inspection shall cover the entire Facilities, berms, outlet structure, pond areas,
access roads, etc. Components of the Facility, which need maintenance or
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
replacement to perform their design function, shall be noted in the inspection
report along with the corrective actions to be taken.
3. The Landowner and Association, its successors and assigns, hereby grant
permission to the City, its authorized agents and employees, to enter upon the
Property and to inspect the Facility Property whenever the City deems necessary.
The purpose of inspection is to follow-up on reported deficiencies and/or to
respond to citizen complaints. The City shall provide the Landowner, its
successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary.
4. In the event the Landowner and the Association, its successors and assigns, fail
to maintain the Facility in good working condition as specified herein, the City,
its authorized agents and employees, may enter upon the Facility Property and
take whatever steps necessary to correct deficiencies identified in the inspection
report and to charge the costs of such repairs to the Landowner, its successors
and assigns. It is expressly understood and agreed that the City is under no
obligation to routinely maintain or repair said Facility, and in no event shall
this Agreement be construed to impose any such obligation on the City, such
obligation is Landowner's and the Association, their successors and assigns.
5. The Landowner and the Association, its successors and assigns, will perform the
work necessary to keep the Facility in good working order as appropriate. In the
event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, and Association, their
successors and assigns, shall reimburse the City upon demand, within thirty (30)
days of receipt thereof for all actual costs incurred by the City hereunder. In the
event that Landowner or its successors or assigns fail to pay the City for the costs
incurred under this section, the City shall impress a lien for the costs of such
work upon other lots owned by the Landowner or the Association. Such lien
shall be perfected by filing in the office of the County Clerk of Tarrant County,
Texas an affidavit identifying the property to be charged with such lien, stating
the amount thereof, and making reference to this Agreement.
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER AND
ASSOCIATION COVENANT AND AGREE AND DOES HEREBY
INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT
WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR
CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT
ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE
OWNERS OF THE FACILITY PROPERTY TO MAINTAIN THE
FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND
BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO
PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND
ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR
(3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA;
OR FAILURE TO PERFORM ANY OTHER DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the boundaries of the Property in which the Facility is
located as outlined on Exhibits "A-1 and A-2" but this paragraph shall
not preclude construction of other improvements within the boundaries of
the Property in which the Facility is located, which do not impede drainage.
Landowner and Association covenants and agrees that no habitable building
shall be erected on the above property abutting such boundaries of the Property
in which is Facility is located, which shall have a finished floor at an
elevation less than two feet above the maximum depth of water in the
detention pond which would occur during a 100-year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding on
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere
herein, it is eXpressly agreed and understood that the liabilities, indemnities and
obligations of Landowner hereunder shall expire and be of no further force or
effect upon the transfer ("Transfer") by Landowner to the Association of legal
title to the Facility Property, save and except for any liabilities, indemnities and
obligations of Landowner hereunder which have accrued and are due, payable
and/or performable as of the date of the Transfer and which shall expressly
survive the Transfer.
[REMAINDER OF THIS PAGE LEFT 1NTENTIONALLY BLANK]
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
Exe���t�a t�,►S 27th da,, of February
CITY OF FORT WORTH
,
�1 I
Jesica Mc�achern
Assistant City Manager
C�ty of Fort Waeth
Date: 02�27�2�26
Approved as to Form and Legality:
M.. �� t���G'!�'flj �i
M. Kevin Anders, II (Feb 23, 2026 09:06:23 CST)
M, Kevin Anders, II
Assistant City Atto�-r�ey
City Attor�ley's Office
Date: 02�23�2�26
d494Un�
ATTEST: �� � fOR'°�Od4
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Jannette S. Goodall
City Seceeta�y
Dat�: �2�27�2�26
STORMWATER FACILI7Y MAINTENANC� AGREEMENT
Rev.03101l2022 BN
?a�6.
LANDOWNER
Eagle Mountain Saginaw Inde�e��dent
School District
a Te�as nnnprofit carporatio�l
���
By: Clete Welch
lts: Chief O�eration Officer
Date: 42�1212026
Assoc�ATiorr
Cibolo Hills Homeowners Associatian,
Inc.
a Texas nonpro#�it corporation
- -~,
� �� �,
By : �'rank Su
Its: Board of Directors
D ate : � ��� � � � _
Contract Compliance Manager:
By signing, I acknawledge that 1 am the
person �esponsible for the moi�itorin�
and administration of this contract,
ii�cl�Eding et�surin; a[1 performance aald
repoeti��g requiee�11e�1ts.
Kandice Mec�icEc
1'lanning Mai�ager
D�t�: 02/23/2026
;•1��[y►,1�1.��[+%1:�•7
CITY SECRETARY
FT. WORTH, TX
0
STATE OF T�X�S 5
CDUNTY OF TARRANT �
This instrument was acknowledged �efo��e me on February 27, 2026 bY J�sica
McEachern, Assistant City Mat3ager of the City of Fort Worth, on behalf of the City of
Fort Worth. � �� �
�
�� t� P� xAr���rr sennFoau Notary Public, State of Texas
� Netary Pu61ic
r�r STATE OF iQ(AS
� Notary I.D, i2797197
oF� MY Comm. 6cR APr. 72, 2927
LANDOWNER
STATE OF t,�i,,�(; 5 �
COUNTY OF � ��,��{�,Y1� S
BEFORE ME, t11e undersigned atithority, a Notary Public iil and for the 5tate of
� i(_� =1 , o�l this day personally appeared � �.� _���-(' ��-�'.' ��'_�'��)
(name), 11 11 l� -1 I 1,�% �' f i,�,�--1 ��li`, (%�-�. i< C' -� (title), kilown to �ne to be tlte
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�aersoi� whose «ame is subsct•ibed ta the foregoia�g iE�strLiment, and acicnowledged to me tl�at
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GIVEN UNDER MY �iAND AND SEAL OF QFFIC� tllis ����� day
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STORNlWATER FACIL�TY MAWTENANCE AGREEMENT 7
Rev. Q3l0�/2022 8N
ASSOCIATION
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STORMWATER FACiLITY MAINTENANCE AGREEMEN7 �
Rev. 03/Ot/2022 BN
EXHIBIT "A-1 and A-2"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A-1"
0.409-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.409 ACRES OF LAND SITUATED IN THE BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, CITY OF
FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO
EAGLE MOUNTAIN SAGINAW INDEPENDENT SCHOOL DISTRICT (HEREINAFTER REFERRED TO AS "EMSISD")
BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D221367223, OFFICIAL PUBLIC RECORDS, TARRANT
COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE SOUTHWEST
CORNER OF SAID EMSISD TRACT;
THENCE NORTH 01°23'46" WEST, WITH THE WEST LINE OF SAID EMSISD TRACT, A DISTANCE OF 510.28
FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 505.63 FEET
AND A CHORD THAT BEARS SOUTH 12°52'31" EAST, 200.99 FEET, FROM WHICH A S/8-INCH CAPPED IRON
ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHWEST CORNER OF SAME TRACT BEARS NORTH
01°23'46" WEST, A DISTANCE OF 143.58 FEET;
THENCE OVER AND ACROSS SAID EMSISD TRACT AND WITH SAID CURVE TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 22°55'42", AN ARC-DISTANCE OF 202.34 FEET;
THENCE SOUTH 01°23'46" EAST, CONTINUING OVER AND ACROSS SAID EMSISD TRACT, A DISTANCE OF
313.31 FEET TO THE SOUTH LINE OF SAME TRACT;
THENCE SOUTH 88°36'14" WEST, WITH SAID SOUTH LINE, A DISTANCE OF 40.00 FEET TO THE POINT OF
BEGINNING AND CONTAINING A CALCULATED AREA OF 0.409 ACRES (17,826 SQ. FEET) OF LAND.
�
Aaron C. �►�-R'�.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7t" Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
(Revised October 13, 2025)
April 9, 2025
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AARON C. BROWN
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Page 1 of 2
� CURVE I CENTRAL ANGLE I RADIUS
� C1 22'S5'42" 505.63'
� LINE BEARING I DISTANCE I
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POINT OF L1
BEGINNING
MERITAGE HOMES OF TEXAS, LLC
AND GRBK EDGEWOOD, LLC
C.C. D224176769
.P.R.T.C.T.
LEGEND
C.C.# COUNTY CLERK'S FILE N0.
P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS
� 5/8" CAPPED IRON ROD FOUND STAMPED
"LJA SURVEYING" FOUND UNLESS OTHERWISE NOTED
HORIZONTAL DATUM:
THE BEARING BA515 IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83
(NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE
THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.
DATE: 04/09/2025 EXHIBIT ��/01-1��
PAGE Z DRWN BY: K.R.B. 0.409-ACRE STORM WATER FACILITY
CHKD BY: A.C.B. MAINTENANCE AGREEMENT
OF � SITUATED IN THE
PROJ N0. 0166 BENIAMIN THOMAS SURVEY, ABSTRACT NO. 1497
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
200 0 200
1 INCH - 200FT.
(REVISED 10/13/2025)
LJA Surveying, Inc. iJ�
3017 West7th Street Phone 817.288.1900
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382
IC S�12 52'31RIE G I CH0200 99'GTH I AR202 34'TH I
EXHIBIT "A-2"
1.243-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 1.243 ACRES OF LAND SITUATED IN THE BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, CITY OF
FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION A TRACT OF LAND DESCRIBED TO EAGLE
MOUNTAIN SAGINAW INDEPENDENT SCHOOL DISTRICT (HEREINAFTER REFERRED TO AS "EMSISD") BY
DEED RECORDED IN COUNTY CLERK'S FILE NO. D221367223, OFFICIAL PUBLIC RECORDS, TARRANT
COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE SOUTHWEST
CORNER OF SAID EMSISD TRACT AND BEING THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS
OF 750.00 FEET AND A CHORD THAT BEARS NORTH 69°50'07" WEST, 422.46 FEET;
THENCE WITH THE SOUTH LINE OF SAID EMSISD TRACT AND WITH SAID CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 32°42'S8", AN ARC-DISTANCE OF 428.25 FEET, FROM WHICH A 5/8-INCH CAPPED
IRON ROD STAMPED "UA SURVEYING" FOUND ON THE SOUTH LINE OF SAID EMSISD TRACT BEARS
NORTH 88°47'41" WEST, A DISTANCE OF 68.08 FEET;
THENCE OVER AND ACROSS SAID EMSISD TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 03°48'24" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE TO THE RIGHT HAVING A RADIUS OF 785.00 FEET AND A CHORD THAT BEARS
SOUTH 71°06'47" EAST, 408.47 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 30°09'39", AN ARC-DISTANCE
OF 413.23 FEET;
NORTH 36°31'22" EAST, A DISTANCE OF 367.96 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 525.00 FEET AND A CHORD THAT BEARS NORTH 40°48'08" EAST,
78.35 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 08°33'32", AN ARC-DISTANCE
OF 78.42 FEET;
NORTH 45°04'S4" EAST, A DISTANCE OF 100.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT
HAVING A RADIUS OF 395.00 FEET AND A CHORD THAT BEARS NORTH 43°48'15" EAST, 17.61 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 02°33'18", AN ARC-DISTANCE OF
17.61 FEET;
NORTH 52°12'22" WEST, A DISTANCE OF 73.63 FEET;
NORTH 33°19'38" WEST, A DISTANCE OF 54.02 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE TO THE LEFT HAVING A RADIUS OF 935.05 FEET AND A CHORD THAT BEARS
NORTH 66°27'42" WEST, 449.38 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 27°48'30", AN ARC-DISTANCE OF
453.82 FEET;
NORTH 09°38'00" EAST, A DISTANCE OF 35.00 FEET TO THE NORTH LINE OF SAID EMSISD TRACT
FOR THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 969.99
FEET AND A CHORD THAT BEARS SOUTH 66°27'42" EAST, 466.21 FEET;
THENCE WITH SAID NORTH LINE AND WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF
27°48'36", AN ARC-DISTANCE OF 470.81 FEET;
THENCE SOUTH 33°51'04" EAST, DEPARTING SAID NORTH LINE, OVER AND ACROSS SAID EMSISD TRACT, A
DISTANCE OF 55.51 FEET;
Page 1 of 3
EXHIBIT "A-2"
1.243-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
THENCE SOUTH 52°12'22" EAST, CONTINUING OVER AND ACRO55 SAID EMSISD TRACT, A DISTANCE OF
83.54 FEETTO THE EAST LINE OF SAME TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED
"UA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SAME TRACT BEARS NORTH 36°31'22" EAST, A
DISTANCE OF 17.47 FEET;
THENCE SOUTH 36°31'22" WEST, WITH SAID EAST LINE, A DISTANCE OF 631.41 FEET TO THE POINT OF
BEGINNING AND CONTAINING A CALCULATED AREA OF 1.243 ACRES (54,125 SQ. FEET) OF LAND.
�
Aaron C. �sw�P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7t'' Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
(Revised October 13, 2025)
April 9, 2025
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Page 2 of 3
CURVE
C1
C2
C3
C4
CS
C6
CENTRAL ANGLE
32°42'58"
30'09'39"
8'33'32"
2'33' 18»
27'48'30"
27'48'36"
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
BEARING
NO3°48'24"E
N45'04'S4"E
N52° 12'22"W
N33' 19'38"W
N09'38'00"E
S33°51'04"E
S52' 12'22"E
N36°31'22"E
N88'47'40"W
RADIUS
750.00'
785.00'
525.00'
395.00'
935.05'
969.99'
CHORD BEARING
N69°50'07"W
S71'06'47"E
N40'48'08"E
N43'48' 15"E
N66'27'42"W
S66'27'42"E
DISTANCE
35.Q0'
100.00'
73.63'
54.02'
35.00'
55.51'
83.54'
17.47'
68.07'
1.243 ACRES -
(54,125 SQ.FT.)
ARC LENGTH
428.25'
413.23'
78.42'
17.61'
453.82'
470.81'
CIBOLO HILL
C.C.# D223189635
P.R.T.C.T.
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EAGLE MOUNTAIN SAGINAW
INDEPENDENT SCHOOL DISTRICT
C.C. D221367223
.P.R.T.C.T.
J
CHORD LENGTH
422.46'
408.47'
78.35'
17.61'
449.38'
466.21'
C?
C�
MERITAGE HOMES OF TEXAS, LLC
AND GRBK EDGEWOOD, LLC
c.c. D224176769 POINT OF
�.P.R.T.c.r. BEGINNING
LEGEND
C.C.# COUNTY CLERK'S FILE N0.
CIRF CAPPED IRON ROD FOUND
P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS
� 5/8" CAPPED IRON ROD FOUND STAMPED
"LJA SURVEYING" FOUND UNLESS OTHERWISE NOTED
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HORIZONTAL DATUM:
THE BEARING BA515 IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83
(NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE
THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.
DATE: 04/09/2025 EXHIBIT ��/01-2��
PAGE 3 DRWN BY: K.R.B. 1.243-ACRE STORM WATER FACILITY
CHKD BY: A.C.B. MAINTENANCE AGREEMENT
OF � SITUATED IN THE
PROJ N0. 0166 BENIAMIN THOMAS SURVEY, ABSTRACT NO. 1497
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
200 0 200
1 INCH = 200FT.
(REVISED 10/13/2025)
LJA Surveying, Inc. iJ�
3017 West7th Street Phone 817.288.1900
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382
EXHIBIT "B"
DESIGN PLANS AND SPECIFICATIONS
CIBOLO HILLS WEST CONSTRUCTION PLAN SHEETS:
• EROSION CONTROL PLAN
• OVERALL STORM DRAINAGE MAP
• DRAINAGE AREA MAPS
• STORM DRAIN PLAN & PROFILES
• SWALE PLAN & PROFILES
• GRADING PLAN
• STORM DRAIN DETAILS
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NO SFVED OF INSTPLL SE�IAIENT
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MATCH LINE SHEET 47
o ENTRANCE � EXT NOTE- THE CONTRACTOR SHALL CONTACT THE FOLLOW NG AT L�
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TRUCK WASHDOWN AREA .'��'� 48 HOURS PROR i0 E%CAVAiNG N iH 5 AREA-
�S FORi wORiH wniER DEPaRTMENi i St]-392-8296
WASTE AND MATERIAlS � pT1A05 GAS 1 800-545-6005
i STORAGE LOCAiION iYU ELECTR C OELIVERY 1 800 J11-9112
cHnarea coMMUNuroNs � av soe-enz TOTAL DISTURBED:
roRr worerH rrenusPoernTou/Pueic woeKs � an-a9z-�z3a 70.9 ACRES
Q6 FOR OiHER FACIIJTIES WWW TEw+5811_ORG OR I 800-545-6005
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NOTES
1. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMEM STAGING AREA AND EQUIPMENT LAVDOWN AREA.
2. PRIMARY OPERATOR I$ RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND MAINTAIN THE CONSTRUCTION SITE IN �
ACCORDANCE wITH LOCAL, STAiE AND FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL. (TCEQ � �
TXR150000
)
3 PRIMARY OPERATOR SHALL iMMEDIATELY HYDROMULCH ALL DISTURBED AREAS AT THE COMPLETION OF ALL
0
GRADING ACTIVITIES WITHIN THE 100 YEAR FLOODPLAIN_
�
4. TOTAL AREA TO BE DISTURBED IS APPROXIMATELV J0.9 ACRES ON 228 RESIDENTIAL LOTS STREETS AND
SwALES. �
5 IF ANY EARTN MAiERIAL iS iRANSPORiED FROM THE CONSTRUCTION SITE, THE CONTRACTOR RESPONSIBLE FOR r7
MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLE4NING ON PUBLIC STREETS ON A DAILY BASIS � z
EARTH MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREET.
6- CONS�RUCTION ENTRANCE TO BE DETERMINED BY OWNER_
]. ALL DISTVRBED AREAS TO BE SEEDED PER CITY OF FORT WORTH SPECIFICATIONS AND MAINTAINED VNTIL
FULLY ESTABIJSHED �
8 SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED PER CITY OF FORT WORTH EROSION REGULATIONS
9. RESPONSIBILItt FOR INSTALLATION, ROUTINE INSPEGTION, AND MNNTENANCE OF EROSION CONTROL SHOULD BE 0 50 t0o 200 m
DEFINED AND ASSIGNED TO APPROPRIATE PERSON 5 PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBANCE O
�% �
ACTIVItt �
10 EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND
DiSTURBANGE TAKES PLAGE I
11. TEMPORARV OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL
H
GRA�E IS REACHED ON ANv PORTION OF SITE. TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO
DiSiURBED AREAS LEFT DORMANT FOR EXCESSIVE PERIOD �
12 iN iHE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY qtt INSPECTORS, ADDITIONAL w
MEASURES OR CHANGES IN THE ORiGINAL PLAN MAY BE REQUIRED BY THE GIiY OF FORT WORTH �
13. ALL EROSION CONTROL MEASURES SHALL BE INSPEGTED BY THE SITE FOREMAN DNLV. ANV STRUGTURE OR
�
CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE wILL BE REPAIRED OR REPLACED IMMEDIATELY. J
14. FlNAL LOCAiION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DETERMINED IN THE FIELD
15. SANITARV FACILITIES SHALL BE PROVIDED IN THE SITE AND REGULARLY SERVICED AS RECOMMENDED Bv THE _
SUPPLIER. TRASH AND D-BRIS SHALL BE STORED IN GOVERED BINS OR ENCLOSURES.
16. CONSTRUCTION ENTRANCES EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF O
/
soa iNro cro sraerrs. J
1]. REMOVE SILt OR SEDIMENi FROM CITY STREETS. CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB n
INLETS. STORM DRAINS AND ANv OTHER PUBLIC DRAINAGE FACILRY DAILv OR AS ACCUMULATION OCCURS Civ GROJECi NO t06it] m
18. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENE55 OF THOSE DENCES BY THE
FD_ 30114 0200a3> >�61�J E�J6B5
U
PERSON ASSIGNED TO INSPECT EROSION GONTROL DEVIGES, AND GHANGED MADE IF NEGESSARY_ x 28599
19 OIL TRACNED ONTO PUBLIC ROADS SHALL BE REMOVED DNLY IF FEASIBLE, OR WHEN VISIBLY ACWMUUTED w ooi9
SEDIMENt HAS BEEN DEPOSITED DISCHARGED AND DISPLACED SEDIMENTS MUST BE REMOVED IMMEDIATELY. MAPSCO NO 18 v
20 USING WASH WATER TO \VASH SEDIMENTS FROM STREETS IS PROHIBITED
� � � �
ExiSiiNC CBOLO NLLS EROSION CONTROL GENERAL NOiE
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CPN. �3688 � EROSION CONTROL MEASURES MAV ONLV BE PLACED IN BENCHMARKS � II u
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��a�(F\�;\e� , 4' FRONT OF INLETS, IN CHANNELS. DRAINAGEWAYS OR Ctt OF FORi ORI n r.A . 0. 8I1)2.
BORROW DIiCHES AT THE RISK OF CONTRACTOR LOCATED ON WES 0.6 LES
a \�� COMRACiOR SHALL REMAIN LIABLE FOR ANY DAMAGE SOUTH OF COLU BJ MPLL WLVERT
� Y T UN�ER THE ROA� AN� ]C ���RTN Of 90 �EGREE
P tErvTairvE COrvSiRUCTOry � , CNUSED B HE MEASURES, INCLUDING FLOODING DAMAGE
E CE LOCAtON . WHICH MAY OCGUR DUE TO BLOGKED DRAINAGE- AT THE BEND N iHE ROnD i0 iHE wESt N iHE CENTER
CONCLUSION OF ANY PROJECT. ALL CHANNELS. OF THE HEADWALL LEVEL WTH ASPHALT ROAD,
(SEE NOTE X6) \� " pRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SEi IN THE TOP
INSiALL ROCrc C EC D ' V Q� � SHA�L BE DREDGED OF ANY SEDIMENi GENERAiED BY THE OF irvE HEADwALL ELEV BJ6265
NS �L _1��� 4 p 'j PROJECT OR DEPOSITED AS A RESJLT OF EROSION BENCNMnRK NO B�t]0.
P 0 ECTO � J ,'� COMROL MEASURES- LOUTED ON OLD GRANBURY ROAD 02 OF A MILE
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NStALL ROG C EC D M, r \� TENTAiNE WASTE AND ����V� L 1 iHE RO'D ON THE NORTH EN� OF THE WEST
I PST LL LEf ATER ALS SiORAGE � uionwoi
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\� � LOCATED ON WES 0.6 MILES
\ 36�� RCP PRNATE SWPLE M1��� EXS ING SD SOUTH OF COLU BJ L WLVERT
/ Mp. c � � SNEEL BO \� UN�ER THE ROA� AN 0 ��f'TN Of 90 �EGREE
� CFN �0.31]2
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� runuro�o - SHEEi J9 p OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD,
�f Y� Ni I � ) 111 ' RCP \ SEi IN THE TOP
PRNATE SWPl£ M2� OF iHE EADWALL ELEV = BJ6 265
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1 HE E%SrENCE AND LOGTON OF PLL UNDEFGROUND
UiLTES SHOWN ON THE DRAWNGS WERE OBTANE�
FROM AVAILABLE RECORDS AND ARE APPROXIMAiE
NETHER iHE OWNER DEVELOPER NOR ENG NEER
nS5UME5 u�n' RESPONSBLtt FOR UTLTES PROR i0
CONSTRUCiON- iHE CONiRACiOR SNnLL BE REOU RED
TO TAKE ANY PRECAUT ONAFY lAEASURES i0 PROTECT
PLL LNES SHOWN PND�OR PNY OTHEF UNDEFGROUND
UiILITIES NOi OF RECORD OR NOT SHOWN ON THE
PlANS
2. CONTRACTOR SHALL VER tt HOR ZONTnL nND vERT ChL
LOGiONS Of ALL E%SrNG UiLTES PROF TO
�o�s,R��,oN
} i��ED AiELY NOTFY iHE ENG NEER OF ANY
D SCREGANC ES
6 ftEFERENCE DS 25 0010 fOF COMPLETE DFA NAGE
ARE(S AN� DOWNSTREAM ASSESSMENT
LEGEND
�� � DRANAGE DIVIDE
-� E%SiING STORM DRAIN SYSTEM
q_� DFANAGE AFEA DESGNATION
A-1 DRA NAGE AREA ACREAGE
—� SURFACE FLOw ARROw
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MAPSCO NO 18-Y
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BENCHMARKS' � �''�I��Piirw�ii�y
CN OF FORi WORiH BEN� AA 0. 8 2-
LOCATED ON WEST CLEBUF��' 06 LES
SOUTH OF COWMBUS TRAIL A.-MALL CULVERT
UNDER THE ROAO AND ]0' NOk H OF 90 DEGREE
BEND N iHE ROAD TO iHE WES E CENTEF
OF iHE HEADWALL LEVEL WTH S L 0 D.
SEi IN THE TOP
OF iHE EADWALL ELEV 836 265
BENCNMnRK NO BIt]0.
OCATED ON OLD RANBURY ROAD 02 OF A MILE
SOUiH OF COLUMBUS iRAL Ai A CULVERi UNDER
THE RO'D ON THE NORTH END OF THE WEST
� c r�i ��i n�z
DaiE RENSiON Bv
EXISTING CONDITIONS
DRAINAGE AREA MAP
��lbal� ��lll� yV��a
A NAf�/�REA SUMMARY
f VE S q q q o0
' ' ' " ° ° ' CITY OF FORT WORTH
TARRANT CO[1NTY, TEXAS
60 0� oN hhCen�2 �sway P�one 469�]10
Su �e A00
Da as Teves 16206 FRN F138fi
WNPROJECi ID
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- l I I��� _ , V (� If ��_ -�_ NEiHER iHE OwrvER DEVELOPER HOR ErvGrvEER
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/ il � �� '— _ � � � �� CONSTRUCT ON. THE CONTRqCTOR SMnLL BE REOUIRE�
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y�\ / \ , �� �� ( �-^�\��� CONSTRUCTION.ALL E%ISTING UiLTIES PRIOR i0
jI \ � -'S ����/ �\i � �� i -�� ���"�. �1 � ���� ��� . iMMEDiniELv NOTiGY iME ENGirvEER OG nniv
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LEGEND DESIGN CRITERIA
oasw.ce ovoe �- R TONn� MerHoo oF oescN. �
z �E_�� �REa�EN�r
PFJPOSED STORM DRNN SvSiEM ' CLOSED SYSTEM - 5 vEAF
EKiSnrvG SrORM Dw+iN SvSiEu �B) CLOSED SYSTEM - 100 rEAR
(C) OPEN CHANNEL - 100 VEAR
DRnNaGE nREn DESGrvnTiOry n= 0.013 FOR REINFORCED CONCRETE PIPE �
paANAGE AREA ACREAGE �= 0.015 FOR REINFORCED CONCREfE 80X _ - �
- 0 019 FOR STREET / GUTTERS
RAINFALL INTENSIN FROM Cltt OF
SIIRFACE FLOW ARROW FOfti WORTH STORM DRAIN MANUAL
RUnOFF COEFFlCIENTS
RESIpEMAL A-5" .. IMPERVi0U5=61% C=06] i,w=�98
MUL T F n M IL v 'D"... .. I M PE R VOUS-9J 9. C-0.86 i,w 9.2 4
COMAIERGAL (SCHOOL) _ IMPERVIOUS=96% C=0_88 I�w=9.24
uNIMPROVED (OPEN SPACE) IMPERVIOU5=0% C=O.}0 i,m=].98 a ao 2o aoa
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C1Y PROJECi NO- 106 � U
FIO'. 30i14 020043 06 �-E0�685
W 48499
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— �
BENCHMARKS � �� � '
Cltt Of FORi OR EE �' _ B�i]2�.
LOCAiED ON WES C Eb .�L � �. E ES
uOUiH OF COL 6 i ni ' � CULVER�
DER iHE RO D ND )0' NONI OG 90 DEGREE
BEND IN iHE ROAD TO iHE WESi N THE CENiER
OF iHE HEA�WALL LEVEL WTN ASGHALT ROAD
sEr � ,�E oP
Oi iHE EapwaLL ELEV.� 8}6.I65
BENCHMARK v0 8�1]0'.
LOCaiED ON OLD GRnNBURv RO D 0.2 OF MiLE
SOUTN 0� COLUMBUS TRAL AT C L E DEF
iHE ROlD ON iHE NORiH ENU �� r_ Wt51
11� NAI —
— �ni� RN� ary [3,
OVERALL IVTERIM
DRAINAGE AREA �tAP
Il � � �'111�1 e�
�b�c� sW_st
CITY OF FORT N'ORTH
TARILI\T COU\Tl`, TEX:1S
O6w o� en�Va cxpressw�ay PM1one dfi9.�]10
Su te a00
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PROJECi D
P E� OATEp 3 JULv 2025
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PA�I E SNEEf
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53
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DESIGN CRITERIA
1. RATIONAL METHOD OF DESIGN.
2 DESIGN FREQUENCv
(A) CLOSED SYSTEM 5 vEAR
(B) CLOSED SYSTEM 100 YEAR
(c) oaeN cNaNNe� - ioo vena
n= 0013 FOR REINFORCED CONCRETE PIPE
n= 0 015 FOR REINFORGED GONGRETE BOX
= 0 019 FOR STREET � GUTTERS
RNNFALL INTENSITV FROM Gltt OF
FORT WORTH STORM DRAIN MANUAL
RUNOFF COEFFIqENTS
RESIDENTIAL A 5 IMPERVIOUS=619, C 0 6] I�� ] 98
MULTIFAMILY D _. IMPERVOU5=939, G 0.86 I.Po 9-24
GOMMERqAL (SGHOOL) ._ MPERVIOU5=969, C 0-88 Iw 9.24
UNIMPROVED (OPEN SPACE) IMPERVIOU5=09, C 0.30 I.�o ]_98
LEGEND
����� DRANAGE DVDE
-'L PROPOSED SiORM DRA N SYSTEM
� EXSiNG SiORM DRAN 5YSiEM
q_� oaniNnce naen oescnwnoN
A-� DRh NnGE nREn nCREnGE
suaFnce F�ow naeow
� NLEi NUMBER
� FUiURE NLEi NUMBER
30 oW 30'
it5 Pw �s� e-B ti.5 Pxwi'
i 5 185 - 6o5DEwnLK
� oso ^ os �� COMPOSITE C CALCULATIONa oeo �-oso
COLL Ni5 oRs
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N � x �
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=- � /� ULT FIAiE �
FLOODPIA N
..00iIONAL FEATURE
��n oeuNenreo ev es
�ONA�ENiAL REPORi
DAiED JULY 2021
. �CTVE fEMIA FLOODF
FIRIA 484�39C0
A+HNVi COUNtt. RCH
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P.�+Pz+h�+_ +MGn 30=
C�y = WEIGHiED C VPLUE �- � �9
Co>rcmem = 090 �J� �0 IAIN USED FOR COLLECiOR & ARTERWLS
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DESIGN CRITERIA �ores
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RATIONAL MEiHOD OF DESIGN UTILIiIES SHOWN ON THE DRAWINGS WERE OBTAINED
( 2 DESIGN FREQUENCY anaGE DrviDE FROM avniLaBLE RECORDS nND aRE aPPROxiMniE. �
\_`�/ (� (A) CLOSED SVSTEM - 5 VEAR NEiHER THE OWNER, DEVELOPER NOR ENGNEER �
� GJ � POSED SiORM DRAN SYSiEM ASSUTAES ANY RESPONSIBILtt FOR UiLITIES PRIOR TO
�/( 'J (B) CLOSED SYSTEM - 100 YEAR �- � CONSiRUCiION THE CONTRACiOR SW1LL BE REOUIRED
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MAiCH PftOPOSED GROUNO BEGIN SWALE
'o -- / I 1 --� \ _ _�.- �YC _ _ _
— 19 % � TUCC � , \ _ _ _r I
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/ . _ ' _ - I _. Y\ y \� # _- . MAPSCO NO IB Y .v.
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� rREEsaREwr��r�E
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OI5 I ewFMqaouNonav I Pnv STn t+53.i8 (52.i0 Li) 35 nOR� BENCHMARKS �
g WAiER fAC OCA ED ON�WES�T�CLEBUR�. ��i,�� O.68MiLE5
TUCCENEN DRIVE MNNTENANCE AGFEEMEN SOUTH OF COLUMIBUS TRAIL �=MPLL WLVERT
35' SiORM WATER FACIIJtt 9 BEGIN SWALE EASEMENT A-2 UN�ER THE ROA� AN� JO' NORTN Of 90 OEGREE
3 MAINTENANLE AGREEMENi 23� FUBLIC ORAINAGE
Pi siA 3+94_t2 PRIVAiE SwALE SAl= EASEMErvi iq ip+2536 SD�S �SEMENT pRIVAiE SwPLE 5A2 TO BE BEND IN iHE ROAD TO iHE wE51 IN iHE CENiER
PAV STA �+90 31 DESERT CREEK DRNE (4� 0�' LT) A-2 y'1q 0+00-00 P VATE SWALE SA1= HNROSEEOED AND IAAINiAiNED OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD,
RI SEi IN THE TOP
EN� SWALE STA 0+00 00 PRNAiE SWALE SA2= UNiiL )09 ESiABIJSHED OF iHE EADWALL ELEV = BJ6 265
BEGIN fi-1 SLOPE i0 PROPOSED GROUND GRIUAiE SWALE SA1 i0 BE PAV SiA 11+60 44 (6�.00' LT)
HVDROSEEDED AND MNNiAiNED DESERT CftEEK DftNE BENCHMARK NO BJ1]0.
UNiIL J09 ESTaBL15HED iNSTALL SiD 4'X4' DROP INLET
LOUTED ON OLD GRANBURY ROAD 0 2 OF q MiLE
PRIVATE SWALE 5A1 PRIVATE SWALE 5A2 s°°�" °` `°`°Ma°�'�"" "'" `°"ER� °"°ER
iHE RO'D ON THE NORTH EN� OF THE WEST
4+00 3+00 2+D0 1+D0 0+00 O+pO 1+00 2+00 3+00 �iry - ��� n�z
� `� " � ��. � � ai
� � jS ' � �,�
795 � ` � � 795 795 �j � < "�- - - 73A
_ \ - � �'_ � �. � — _
� � �,� i�b� iro�i�j � /
' �•a � �,��,d. `�] �'a DniE REvi5i0N Bv
790 t' � �. fi�' �gtlX� 790 790 -o��� �-' �� /;,1�-- 790
=R�]i- � F � m� ' � �1� SWALE PLAN & PROFILE
� �- � "`ml �� �° � � � � ` " " PRIVATE SWALE SA1 &
� �,I ��_� I� I �i
� � � SA2
3� ' �� 785 785 / \ 785
�� � \_r o� 4 E�Ni �
� --� � - � ^� �E�,� �albml� ]H[n➢Is �V���t
SiOF�U \��� �` T OA�E�NI "i VIU L�wi-\
�n� �3tilN � � - _
a>:u�� � _ A_ j:rroi�Err���-� 780780 iac�ae��� \
� 780 n� a, � � ��_,_ � �s � \ � � 780
� � � � � -_�_ _I CITY OF FORT WORTH
� �_ -�- _
- �� �r� ����-� . � � %.2aa�ae r � +o-�� iai.ar�
I \ � oCYF �;� / _ /�F � - � TARRANT COONTY, TEXAS
� rwA�t s <F � ` / iC�'re ici � �" / -
: 775 �''o'� � v� � 775 775 / ' 779 �
- - � �L �_ J/ � i L;�� .�[ wq�l�..d�o.i�e. ir✓�
��� � �! \� \I `` �f I / / } f � �IbG ( 4.3f= 5-i�5 F� SOfieQ00M1Centre EnyressweY PAone 469fi110]10
�✓ ,� �5��= � � ��0 fEe� � 0 fE�f�� pellas,Teres ]6106 FRN�F�198fi
�„��� ( Dr.wx (0 O5 )- 0 55'
WN PROJE'T I�
� 770 ,,, � F� o� �.�-il 770 770 � m ir �+.<px 770 � � raao-o ee
; � } S _ _ p��� ��c� �' � on�: au�r sozs
o - SLUPE � 6y% G(�V ✓ J�= � ,� DESIGN: RORES
' s � �./.;�- �1�, .,. �--�� �¢ ORAWN: JENNIN6S
gg C I�� o �a��_L� ��= t�
7:� 85 �_ � 785 785 �p p�. � o oa= p 3� - = 7fi� �_�>� Hoez: scn� .
u' ` i , o o VERT: 1' _
a m � �t n � -� .v P, S q �I . SHEEf
°L !� L� !� !� !� ^ ., V J � �� B NF ar.
�� h ( ^ �r� Gn 78
� 760 � � � � � � � 760 760 �� � � a� 760 °" �o�s.a��.�o� °` or ,a, sHEErs
D 20 40 80
�
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stn e+m.sa soz=
c n�oo.o�k - � ln=
PAV STA 6+)0.15 (55.00' RT) �
��nacnr�roe oaive
SiALL StD 5'XS' DROP INLEf
iHROAT=J68.21
Pnv Sin i+25-00 CLEnRCu�✓ON DRivE (55.00' RiJ
END 6.1 SLOPE I CENTERLINE CURVE DATA I
Gi Gav Sia J+fit t MATCN PROPoSED GROUN� DESERT CREEK I CV�/ C- T�1 RA�iUS LENGTH CHORD C-L I
ORNE
RIVATF SWAIF 'JA
PAv STn t+38.}0 CLEARCnNvOu DRrvE (55-00' RT) i �II � �� I Gt 36'.�'i5" a90.00' 26i.t6' Si6'39'5a"E 258.08'I
� f f^ END SWA'E P �
n _ \ � BEGIN . SLOPE TO FOW IIII
� �� \\�� v._ g� ._.. an a. . e
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�o ��Y _� � 7'IS��-- __�/ I �l � 1����
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/ / / � � � �
/ I
�O / /
/ / ' � 9 10 2 13 14
/ / /
� e
VATE SWALE 2A TO BE
HYDROSEEDED ANO MAiNTAINED
UNTIL l0� ESiABLISHED
STORM WATER FAbIJtt
MNNtENANCE PGREEMENi
easeMeNr
o�
MsroAn+wareavaciury NOAOPosEo
aIN swFMnzsooioME -
eouNonav
\\\\ C%�� n1�
z � T^
� �
23' GUBLIC DRAINAGE
EASEMENT
_ �'�r�� �
w�J' ROW ROW �
�
_-_ _-= I
- 5
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— � � I i °
1l� �
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15 � ifi I, � I ..
1
"n � I i 6
o=OSED Mqk '
GROLND - �,P�' i I I I
�2�1 12'. 6•• TOP SOIL �
MAX AN� SEEDING � _.. ... ... � �. .... ... _._ �... ...
�6� f REOUIRED.
SECTION A-A
"'s PRIVATE SWALE 2A
btt GROJECi NO tO611J
FiD- 30it4-020053t-i06til-E0�685
X- a8099
- 019
MAPSCO NO 18-Y
�
BENCHMARKS: �'�I��Piirw�ii�y
LIIY OF FORT WORTH BEN��INMK �0. 8]I�2-
LDGTED ON WEST CLEBUR�� ��OAf] 0 6 MILES
, . . SOUTH OF COLUMBUS TRAIL A SMaLL CULVERT
UNDER THE ROAD AND JO' NOk� OF 90 DEGREE
I I I BEND IN THE ROAD TO iHE WESi IN THE CENTER
'�� '�� '�� � '� � OG iME HEPDWALL, LEVEL WITH ASPHALT ROAD.
SEf iry THE TOP
OF iHE EPAWNLL ELEV = 836 265
•BENCHMARK NO BJ1J0.
ACaTED ON OLD GRnNBURv ROAD 0 2 OF A Mi�E
SOUTH OG COLUUBUS *Rni� ni q Cu�vERi urvDER
1Hc aono o�v rHc N�arH ENo oF rHE wEsr
o+oo i+w z+oo a+oo a+oo s+oo s+oo vi r�� -,�j �„
IG `"'� V o1 1 " G "' o o ; ; '� � � � J � �. ^
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- �"_ � _ _ ;; � r � ,', ,', � ;; ,', >, �
790 f�T � f T �% 790'
�
��f "q'-�✓, � 3� � � DaiE REvi5i0N Bv
78S r/•,�� ]-I'1�..� � S' 78S
� �� o� �"'� SWALE PLAN & PROFILE
�,y-,p� / _� PRIVATE SWALE 2A
� 780 ���, I R� _ , � � T _��
" ns
' � 770
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I
= 7a 65 I
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780
�albal�o 1i��ll1� yV��n
��a
CITY OF FORT WORTH
TARRANT CO[1NTY, TEXAS
770 ��WA 6glnwriny, lne.
aoaorvonncam�eiE�y�e:swey Pno�e<rassioiio
s�eeaoo
oanaz_re,es �ssoe FRrv.F-isae
765 P�o�o ��,.c o� r ��Nr3aoaocse�
����9
� DAiE JULY 2�25
oF. ���AiArvnF� GOrvZALEZ DESIGN: ROP6
9��6� }� DRAWN: JENNINGS
%so "�� SCPLE
�✓,����y HORZ: 1" = 40'
»25xo� a(Jp VERT: 1• _ q•
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08 780
CEMERLINE CURVE DATA
CVa DELTA RADIUS LENGTH CHORD C-L
C2 23"36'38" 50 0�' 20 fi3' N40'aa'2l'W 20 49'
C3 23't]'t5" 50.00' 20.32' rva0'33'a5'W 20.i8'
CaA1 2T24'45" 948.00' 453.56' I N66'16'08"W 9 9.2 ' \ �.
._�..� -..' _ �� —. . I�
__ � ,� x _ _. ..
I
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m
w,
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9/ ,�� �pf� yV �
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PRIVAtE SWALE 4AI i0 BE J A
ROSEE�ED ANO MAINTAINED
UNTIL )09. ESTABl15HED
OD
35' STORM WATER FACILItt
nirviErvnrvCE nGREEMErvT
EASEMENt q�2
SiA Sa85.8} PR�\�fHU$HU�UkIVE �52.OI1' Ri)J
PAV STA 11+J4.U1 S
ENo swn�E
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PI:C PAV CTA 1a51 fl'J \
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15' PUBUC DRaINACE �
EASEMENT
��fd�����;�a5�°�f,aa,
ruccENCN oRivE
BEGIN SWALE
oa PRIVATE SWALE 4A1 2 00
ROW ROW
E%ISTiNG NI �
GROUND �1 � � I
\Mq�4
GROPOSED` - d �
GROUND 2>>2 n 6" i0P SOiL
MA}IMP °� ANDSEEDING
�6� REQUIREO
z2o' SFCTION A—A
NTs
15" WA1ER FACILItV
� EASEMEM
23 DRNNPGE fApLltt
EASEMENT
� � s �_—
srn s+sz 33 soa
SWALE 4A -
----_ - STA �+00 00 PRIVATE SWALE 4A2=
PAV STA �+3) 38 (52.10 LT)
TUCCENEN DRIVE
I � 1 INSTALL STD 4'%4' DROP INLET
�
i+ao o+oo
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FiD_ 30114-0200431-1O611J-EOJ6B5
x-28a99
- 019
MAPSCO NO 18-Y
�
BENCHMARKS' �'11pi1p'�'x°"0'�L
Cltt OF FORi WORI�I ��.� V0. 8I1)2.
LOCATED ON WESr � - fl 0.6 MILES
SOUTH OF COLU�IBJS -3R�I. �� �=.MPLL WLVERT
UNOER THE ROA� AN� �0' ��RTN Of 90 �EGREE
BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER
OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD,
SEi IN THE TOP
OF iHE HEADWALL ELEV= 636265
BENCNMnRK NO B�t]0.
LOUTED ON OLD GRANBURY ROAD 0 2 OF A MILE
sourH oF cawmaus 1aai� n1 n cu�vear urvoea
iHE RO'D ON THE`NORTH EN� OF THE WEST
�9�
DniE RENSiON Bv
790 SWALE PLAN & PROFILE
PRIVATE SWALE 4AI
785
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�ao
CITY OF FORT WORTH
TARR.4NT CO[1NTY, TEXAS
77,`.
l.lA Fnyln�iny, lne. �A
fi0fi0No�M1CentreEm�esswey PAone469fi110]10
Sui�eA00
oan,r,re,as �ssos FaN.F.iaas
uN vRo�ccr io
77� vvcv�ta[o � t340-0166
�j ].�l �� DATE: JULY 2025
��- A • � '� DESIGN: RORES
q��56°96a =W DRAWN: JENNINGS
�765 / '.'_f sc�`�
�o�s o� �% �oez: i' = aa•
J vear: i' = a'
SHEEf
%60 VSE�pwrvsiwtiiorva`oF OF 141o5HEEi5
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800
795
3�
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: 780
� 775
o g� 7%�
0 765
I CEMERLINE CURVE DATA I
ICVj/ DELTA RADiUS LENGiH CHORD . I I
I C4 8'}3'32" Si210' ]650' S40"48'OS'W 643'I
I CS 5'10'03" a0I 90' 3619' S42'29'S2'W 56 %5' I
SiA }+4J.66 PRIVAiE SW'ALE 4A2= HVDROSEEOED •AND AINNTNNEC
STA 2+46 12 GRIVA AL UNTIL )OS ESTABl15HEL
PAV STA 3+92.80 TUCGENEN ORNE (52.10' LT)
—
�
_ __�� �
--- - �
--�� �
35' SiORM WATER FACILItt — —
MAIMEWINCE AGREEMEM --- � �
EASEMENT �-
.. ______- -
A_2 — - _ _ _ _ _
NOSAVEoOPPPOPOSEo �
TPSWFMAB UINOaRVE �
iv Tr
GAV SiA l 3004 (521 LT)
iUCCENEN DRivE
BEGIN �SWA�LE
PC PAV SiA 1+36 J9 av Sia 0+_S5 �
___- • 1-- �� — - �
_ __.�.�__ _ _ `
--t. -� -- — — _��.
�- _ �_ _
_- _ ___ ___—___
_ _ ____ _ _ IVATE SWA�E 4A2_
�( _ --- -- � ---_�'
�1'' ''°r� _ -
- � \ I ' ,
1
1HORN�PRiNGS
� N�
- . .. ..I ___
A
i ' ��-� �
SCORNBEND
LOURT
�
$� .
p
' �.
�7
ROW Row
�1 � � I
PROVOSED Mq}
GROUND = �P�'
�Z> >�� � 6" TOP SOiL
'�k MP � AND SEE�iNG
�6� REQUIRED
2sa� SFCTION A—A
i5
�
I'� 23' PUBIJC �RAiNAGE
1 „ , EASEMENi
\STA 5+92.J3 YNv
SIA U+IO.It I Ai� SWALE aA
STA 0+00.00 PRIVATE SWALE 4A2
PAv SfA )+5138 (52 t0' Li)
NCCENEN DRIVE
NSTALL STD 4'%�' DFOP INLEi
PRIVATE SWALE 4A2
3+0� 2+00 1+00 0+00 {
� v[
_ � G 1s
�.�
�_
j� P„ :�� �aLL
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I�Mn ( .050)= .56
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Citt GROJECi NO 10611J
FiD_ 30114-0200431 1O611J EOJ6B5
x-a8a99
- 019
MAPSCO NO 18-Y
�
BENCHMARKS' � �'11pi1p'�'x°"0'�L
Cltt OF FORi WORI�I ��.� V0. 8I1)2.
LOCATED ON WESr � - fl 0.6 MiLES
SOUTH OF COLU�IBJS -3R�I. �� =.MPLL WLVERT
UNOER THE ROA� AN� �0' ��RTN Of 90 OEGREE
BEND iN iHE ROAD i0 iHE wESi iN iHE CENiER
OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD,
SEi IN THE TOP
OF iHE HEADWALL ELEV= 636265
BENCNMnRK NO B�t]0.
LOUTED ON OLD GRANBURY ROAD 0 2 OF q MiLE
sourH oF cawmaus 1aai� n1 n cu�vear umoea
iHE RO'D ON THE`NORTH EN� OF THE WEST
800�
DniE RENSiON Bv
795 SWALE PLAN & PROFILE
PRiVATE SWALE 4A2
790
�ll1b111� �[1�1� �V��lk
�y�
CITY OF FORT WORTH
TARR.4NT CO[1NTY, TEXAS
780
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��- '^�� DESIGN: RORES
���=W ORAWN: JENNINGS
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VERT: 1' _ '
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CAUT ON
CONiRACiOR SHALL FELD VER FY THE
LOCAiON AND ELEvaiON OF PLL Ex15iINC
UiILITIES AND NOTIFY THE ENGINEER OF
FECOFO Of ANY DISCREPANpES CONiFPCiOR
SHALL BE RESPONSIBLE FOR PROiECiING
EXiSiING UiIIJiIES AND COORDiNAiING UiIIJtt
RELOCAii0N5 WHERE NEEDED
SHED PAD (FP)_
J fF ELEVAiON SHALL BE A MINIMUM OF 2' ABOVE iHE
ULTiMAiE 100-YEAR FLOODPUiN ELEVATION
4 MAXIMUM EXPOSED BEAM (EB) SHALL BE 2 0' AS MEASURED
Fao�n FiwsH v�ooa (vF�
5 FlNISHED PA� MUSi BE 0 3 ABOVE THE HIGHEST GOINT ON
ttve n �ors
6 DROP GARAGES ARE ALLOWED UP TO A MA%MUM OF 10'
J ALL DR VEWAYS ARE i0 BE PIALED ON iHE H GH 5 DE OF
iHE LOi UNLE55 OiHERw SE SNOwN.
8- ALL WOFK SHPLL BE PEftiORMED ACCOFD NG TO
GEOTECHN CPL FEPORT W250053 PEFfOFMIED BY UES DATED
MARCH 3 2025
\ �
fL00DPWN
EASEMENT � I�� I
ULTIMATE 100-YEAR I I I N�� '
FLOODGUiN I �
^ 'i � I � I �i!
M,3os � ��V
b. R ULT WSEL=1.14.42' I J '� li I
r I I
,„a, �E�=��,9 I' �'
200' LiFi COMPRESSOR BUILDING i���1� I I �
SEiBACN FOR GROiECiED USE. I
I
PUBLiC BUiLDiNG, OR HaBrtaBLE � I � f�,
STRUCTURE I 225' BUILDING SEf �CK �
FOR PROTECTEO USE r
I & PUBLIC BIIILDING STRUCTURE
REFER TO SHEEf 49 FOR DIVISION 01-GENERAL REOUIREMENIS. I �
/� tou�. �I f
REFER TO SHEEfS 50 FOR CRA�ING GENERAL CONS1RUCl10N �, I� CHAPEL HILL (PAO G) Ij
NOTES. I GC// D21fi0B0)J4 I �,
O.P.R.T.CT. 12:' BUILDI
. FOR HABRABLE
���1U`,NSEls�lj�8 ^ .,.iIISnNITnR�YlSIEWE
NOiE- iHE CONTRACTOR SHALL CONTACi iHE FOLLOWiNG Ai LEAST p-YR I
48 HOURS GRIOR TO EXG4VATING IN iH15 AREA- ,� I 'lllllll'll I� I
fORi wORiH wnTER DEPnRiMEM 8iI-.}92-8296 � in �
AiM05 GPS 1-800-460-3030 ' � �- �
ENERGY TRANSFER GAS 1-8��-404-2�30 � �
T%U ELECiRIC 1-800-242-9113 ��p ��."I �ie f I �
iORT WORiH TRPNSPORTATION/PUBLIC WORKS 81�-392-8100 y,� U�� I I I
fOR ALL OTHER FAGLITIES WWWTEWS811 ORG OR 1-SOD-5Q5-600.5 I
1TANALL GORii0N5rOF PROGOSED REiAINING WALLS I / �/% J
iNCLUDiNG FOUNDaii0N5, FOOTiNGS, EiC- SNnLL NOi ////////
EXTEND INTO THE RIGHi-Oi-WAY. I ��I ,// /
2 iHE MA NTENANCE Of RETAIN NG WALLS SHALL BE THE II I I(
RESPONSIBILItt OF iHE PROGERIY OWNER ON WHICH I ���
HE REiANNG WALL 5 LOGiED I I �
3 REiANNG WALLS GREATER iHAN 15 N HEGHT REQURE
SEPARAiE BULD NG PERM TS- REiA N NC WALLS GREATER I
iHaN 2a N HEGNT REQURE PUwS SCNED nniD ,�I I �'
SEPLED BY A LICENSED STAiE OF iE%AS SiRUCiUFPL I
OR GEOTECHNICPL ENGINEEF I _
4 SEE SHEET 135 FOR ttGICAL REfAINING WPLL �ETAILS I
AND SIOEYARD GRAOING WITH WALL DEiAIL o�
5. SEE SHEET 135 FOR iYG CAL GRADING CROSS SECiION I � n I
DEiAL ^ D �
Ns�i I
. ttPCaL PaD SZES nRE 40' x 80' UNLE55 DUEN50NED � � \
OTHERW SE. \
2- f1Ni5H ROOF ELEVATON (FF) S ASSUTAED TO BE 0.8' ABOVE I 1 � 1
i �� 11� I n ���� \�
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26 �
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�� RuIAAINiENANCEAGREEMENT ]80
SWFMA2500]0 -�
NO SNVED OR
� - E �� PROPOSEDTREES
ARE WITHIN THE
SWFMA20UNDARV
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� w9a n192
\'- �r�l, r\ . \
iC i0P OF CURB �
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MFFE MNlAUM fNSHED FLOOR ELEVATION �
�
-� FLOW ARROW �
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�� ExiSiiNG SiORM DRUN MiEM z
EB ExPOSED BEnM �
DG DROP GARAGE z
�� VPLLEY GUTfER [p
� PROPOSED FETAINING WPLL �
�ss PROGOSED GROUND ELEVAiION AT
�� i0P / BOiTOM OF WALL I
PROPOSED GROUND ELEvniiON ni ~
'/ x EBBB END OF WALL W
�INDiGTES SIDE OF LOi WHERE �
DRNEWAY MUST BE LOGTE� �
� E%ISTING GRADE J
/ 0 exirnNc cen�e nr roc oF wAu z
. E�� E%ISiING GRADE Ai �
BOTfOM OF WALL J
/ n
btt GROJECi NO 10611J m
FID_ 30114-0200431-1O611J-EOJ6B5 U
x-28a99
- 019
MAPSCO NO 18-Y
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BENCHMARKS � �� ��x° �
CTv OF FORi ORI AA . 0. 8I1)2-
LOCATED ON WES �' 0.6 MILES
SOUTH OF COLU BJ .- LL WLVERT
UN�ER THE ROA� AN 0 ��f'TN Of 90 �EGREE
BEND N iHE RO D i0 i E ESi iHE CENTER
OF THE HEADWALL. LEVEL WITH ASPHALT ROAD,
SEi IN THE TOP
OF iHE EADWALL ELEV= 636265
BENCNMnRK NO B�t]0.
OUTED ON OLD GRANBURY ROAD 0 2 OF A MILE
sourH oF cawmaus 1aai� n1 n cu�vear urvoea
iHE RO'D ON THE NORTH EN� OF THE WEST
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OPRTCi
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SHEEf ]9 FOR SECiION PND CALCULAilONS
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I I P n iYPE B �(ttPE B) i �(ttPE B) N(n'PE B) �(1YPE B)�'� m � ^� �W pRqWN: LUfIR�LL
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I s s���" `'' MATCHLINE SEE SHEET 89 �� 88
i �� w a w�� � � u "��.��.o� °` oF ,<, s�EErs
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� � ,_ _--- � � oF'�� � �� sz5 saor e�vn.ioN co
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�/ Y9� `-�� 23' PUBLIC DRAINAGE SEE PRIVATE SWALE SA2 PIAN & PROFILE ��°�0 �T q�
'�, �� '` E y iC TOP OF CURB �
��� _ , EASEMENi SHEET JB FOR SECTION ANO CALCUlATI0N5 � 0b 0 C
N � � � � ��� ti (/ EG EXSING GFOUND �
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- �� SEE PRVAiE SWALE SA1 PLW k PFOFlLE S FLOW ARROW z
SHEEf �8 FOR SECTION AND CALCUTAilONS � STORM WATER FACILItt / F � �
)P• �'� unirviEw.rvCEnGR�EEMErvi� � T$��SL.� �
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� r q�2 � ��y a ����`(�/� �> �o EB ExPOSED BEnM O
0 20 60 80 --8].5 I 84.3 �8J )-- \ vOSnvEDOa 1 . TyOR%�' �'-A � DG DROP GARAGE z
� � � � \ snaewsiwr�i av ��e � ��' / . ��`a� �✓SAq �S( � Q ,- vu�ev currea �
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MA BOlINO
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4 `, ` y - \' \ >?g � S" C/��� > fi z[saa PROPOSED GROUND ELEvnTiON ai �
�S I .i BI.O B.0 T`�8t.�g \�j �� � �Q= � 7�� �J���" Erv� OF wn�� W
F39 5 9f �� d Bz,O \�T aJ � \\ y� � 2/ � p y FP ` B\ iNDiCniES SiDE OF LOT wHERE �
� ae "I � '1 0 ,�- e .z � >s.>s \��o � 4. 781.0 2 �` -
�' �I i ' � ' 4 Y � ez2 eo ^ 4,�' � � ^ �� c, � oRrvEwnr Musi eE �ncarEo [n
1 �\ 0 C+ � i1�E e � � �
� �� a z � s s r � �" � ;T , / ti.
I 1 � 8 y 0 80.3 f�?Bp C� 0 �J FP= , (7 0 ExISiING GRPDE
95 I i ° 8 j�o � � ^' ,�� ��^���a '�se 779.9 � ��� cc� exisnNe can�e Ar roc oF wu� z
r 94 � � � 5 � y o �8.3 � \ � � � / � i � 2�\� �� � i�YPE a� / \�� � /ew x ExISi NG GRADE Ai �
OD "' FP FP � FP= 8 se Q 6 i \a s /. � eorroM ov wn��
1 �.i� / I � 790J 789.5 FP- FP= 6 P �64p o "\ i �^ / � FP P' Gv {� a m
q� 787.6 / � / � e > / '�, �
(ttPE A) (TPE A) � �ypE p c� 785.6 a+ 3 ��� Y � � / o° CiY GROJECi NO tO611J
783.6 �{ 7�2 4� ��w�s. e� //,� FD_ 30it4 020053t i06til EOJ6&5
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aores� Nrs fn e ��i r� �� � �e � z. �� \>\ �< 777J �y o �x r \ � �s FP_�,,P !� � 776. �
iYGCAL GAD SZES ARE 40 X 80' UNLE55 DMENSIONED � 8 \ ? B� "�"-s \I�Y> y� ]]�.� �,V � A (iVPE � ��. . ...
orNeewisc- W � � � FP- FP= FP= - e �s R (ttae n) �� V A � �°�� o bENCHMnRKs -
� �� FP= o� � d� ���� (�rae n) �� e� � cin oF FORr woRrH eEN.. �n..re �o. a�i�z.
2. fiNiSN fL00R ELEvhTiON (Ff) i5 a55UMED i0 BE 0.8' ABOVE Z � 7BO.3 ��9�2 �44 �'\� e>a I ��� °^ / i- LOCAIED ON wE51 CLEBU�.�.� ��n� 06 MiLES
fiNiSNED PnD (FP). J� a ���'8 FP= ��' FP=
( 1 vp[ n) (ttPE n) �/�� r>� `�"� 775.7 „ �a ' Ty- sourH or cowMeus 1ani� n.- sroiu� cu�vERr
3. fF ELEVATION SHALL BE A IAINIMUMI Of 2' ABOVE THE _ - � I �PE A) ��6.5 �� F e> � (ttac n) 1° �` ��o � 770.O�.h' �." � uNOEa rHE Rono nNo �o� Nok�H oF 90 oEcaEE
ULTIlAATE 100-YEPIi FLOODPLAIN ELEVATION. U �� n ttPE A FP= �3S� j�, \9 96 '.0
6 %IMUM E%POSED BEAM EB SHALL BE 2.0' AS MEASURED ( ) 0 >�� FP- ,,y fo > .3 0 (iVPE A) / �,5 BENDHIN iHE ROAD TO iHEI HESq IN THE CENTER
F 33 N� � 32 77.i.� \� �� �y �t �.� ry � �/�BT OF E HEPDWPLL, LEVEL SPHPLT ROPD,
raoM viwsN v�ooa (rr)-� � Q a o � ' 31 (�rae n) >� ^aa� �"�'� a_ 773.8 V � FP= s sEr iN rHE roP
5 fINISHED PAD MIUST BE D3' ABOVE iHE HIGHEST POINT ON � m a E�Zii q o R �� ' 30 FP= k T\� pE q) 11 �> 'ep� � ]6].8��� � OF iHE HEADWALL ELEV= 836265
nac'n��ors �P.- ��" ,� R 773.8 e sorl\ m ���° � \'�. � ay�s aF^�(ttaen)/,
►,�I �� I ')� 6��''.f� ,�� � 2 BENCHMARK NO BIt]0.
6 DROP GARAGES ARE ALLOWE� UP TO A MAXIMUMI Of 1 0' 1 I I W I - � 29 (T'PE A) ��Oe xQ�S FP= /�0 O� s � � LOCAiED ON OLD GRANBURY ROAD 02 OF A MILE
J ALL �RIVEWAYS ARE TO BE GUCED ON THE HIGH SIDE OF �/'^ �J �;u `g6 1 �is _� �'� ° 9 FP_ o� 2 772 � z F56 ���m";"7 �6
rHc �or urv�css o1Hcawisc sHowry P '' � � sourH or cowmeus ran� n* n cu�vcRr urvoca
s- u� woerc sHau ee ceaFoaMeo nccoeoiNe ro I � � � ' s �- (TMPE a) �� r m r� ° 5 He eo�o om rHe NoarH emo oF rHe wesr
V 7` za 772.4 �� . /� rae Ap'
GEOiECNN CnL REPORT w250053 PERFORMED Bv UES Dal: i� � iz1]He5 C= �.2 = eb a 9 � �� � a: �� � jE9Q6'91 ���� "' �"
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F" _� s s� c=�nsa ' z� FP= °a .� ` e° E \ c� \ s� � �
.n�A�� PORiioNSTOF PROPosEo RErAiNiNc wA��s �_ + rc=nszs \�i > ) 771 2� eP � s (nPE e) s> s, z� �
iNCLUDiNG FOUNDhTiONS, f00TiNGS, ETC. SNnLL NOT /�
E%TEND INiO THE RIGHT-OF-WAY. r �88 ' �-- 9 �:� �� (ttPE A) �/S66ss�; FP= a�`' !-V/ 6 0 -
2 THE IAAINiENANCE OF RETAINING WALLS SHALL BE iHE �� - I I ' � 'I 5 �. \ � i Bo � ��0.6 14 y^ S � �� 0
RESPOrv5lBlutt OF TrvE GROPERtt OwNER Ory wrvICH �� .I � �90 �2 6. " 26 FP= ,,e � S . � ��8ry - -
THE REiAINING WALL IS LOCATED - ' '� 32 �y6"'J�"��e >� r�� (NPE 6� ��"^ s �6 ��6� -
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SEPnRAiE BUiLDiNG PERMiiS. RETniNiNG wnLLS GREaiER 8 �` 5 1 e � N P E A%��'� ��� . �q ,2.� s 6 � s�
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SEALED BY A LICENSED S7ATE Oi TEXPS SrftUCTURAL �3 �' �0 ' e�s 25 FP "y� \�} j/ 9 (ttPE @) �� °o. �/� �
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a sEe sHeer �3s voa rvaicn� aErniNiNc wn�� oErnas i �q r� , a ,; (ivaE n) � � FP- �� � V s GRAll1NG YLAN
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( ) ) (ttPe n� FP= 3' � ee� � s� rR� ae n s/� � FP=
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ejo� n�� (ttaen) 95 FP �a � � �rrae ) � �
�-� ��- � �� MATCHLINE SEE SHEET 91 �6�`<� z �; ;��� �' � �9p�;"T� ��, % �� �ss.z� � so�a� r�,,� � Fp_ i
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o �
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_ \� /�� - � � 6 7fiS.A o � 66 FP- ?� O5 �\\�umomn i" ��a DATE: JULY 2025
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o \� �. ,�', � �\ 6a s ��'� /,�I� � �64.� 2 . �6 � � \ �AiArvn__GOrvZALEZ DESIGN: LUNDBEPG
I y NOTE. THE CONTRACTOF SHALL CONTACT THE FOLLOWING AT LEAST `���� DRAWN: LUi1PULL
,� \\_ �°[+s +� �¢�`,�." as HouRs aaioa 10 Excnvnlwc iN rHis AREn- scuc
n C4UTION��� FORi WORiH WAiER DEGARTMENi 81)-}g2-g2gfi �
/ CONiRAGiOR SHALL FIE D VERIFY iHE �// HORZ: 1= 40'
`.P{�' � �OGiiON nND E�EvnTiON OF n�� ExiSiiNG /+�u�05 G/+5 i-800-a60-3030 ��`g�� �p VERT: N/n
6 ViILIiIES NJD NOTIfv iHE ENGINEER Of ENERGY iRPNSFEF GPS 1-8��-a0a-2�30
Au okuu4c[ io naEEr RECOFD OF PNY DISCREPPNCIES- CONTRACTOR REFER TO STIEET 49 FOR DIVISION 01-GENERPL REOUIREMENIS. SHEEf
SNALL BE RESPONSIBLE FOR PROTECTiNG 1 U ELECTRIC 1-800-242-91t3 tl
- REFER TO SHEE15 50 FOR GRADING CENQiPL CONSTRUCTION FORi WORiH TRANSPORiAT10N P
E%iSTING UTIIJilES AND COORDINATING UTiLItt / UBLIC WORKS 81)-}92-g100 �q _ oF. JZ
NOlES.
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1 LL GORilONS OF GROPOSED REiAiNiNG WALLS
iNCLUDiNG FOUNDnii0N5. FOOiiNCS. EiC. SNaLL NOi
E%TEND INiO THE RIGHT-OF-WAY.
2 THE �I NTENANCE OF FEiNNING WALLS SHPLL BE THE
RESPONSiBiIJ1Y OF THE GROPERiV OWNER ON WHICH
iHE REiAINING W L IS LOC4iE0
AL
3 REiAiNiNG WALLS GREATER iHAN 15" IN HEIGHT REQUIRE
SEPaRniE BUiLDiNG PERMiiS. RETwNiNG wnLLS GREniER
iHnni 2a' iN rvEiCNi REQUiRE PLaNS SiGNED nniD
SEALED BY A LICENSED SiATE Of TE%AS S�RUCTURAL
OF GEOTECHNIGL ENGINEER_
4 SEE SHEET 135 FOR ttPIC4L REiAINING WALL DETAILS
AND SiDEYARD GRADING WITH W LL DEiAIL
5 SEE SHEET 135 FOR ttGICAL GRADING CRO55 SECTION
DEiaiL.
NOiES
i AL GAD SIZES ARE 40' X 80' UNLE55 DIMENSIONED
OiHERWISE
2 FINiSH FLOOR ELEVATION (FF) IS ASSUMED i0 BE 08' ABOVE
FiNiSNED PnD (FPJ.
3- FF ELEvaiiON SrvnLL BE n uiNiMUu OF 2' nBOVE irvE
HATE 100-YEAR fL00DPLAIN ELEVATION.
6 %IMUM EXPOSED BEAM (EB) SHALL BE 2.0' AS MEPSUFED
iRO�I iINISH ROOR (FF)_
5- iINiSHED PAD MIUST BE 0.3' ABOVE THE HIGHEST POINT ON
ttPE 'A' LOTS.
6. DFOP GPRAGES PRE ALLOWED UP TO A %IMUTA Oi I.0'-
� PLL �RNEWAI'S ARE TO BE PLACED ON MHE HIGH SIpE OF
iHE LOT UNLE55 OTHERWiSE SHOWN
8 ALL WORK SHALL BE GERFORMED ACCORDING TO
CEOTECNNiC4L REPORi w250053 PERFORMED Bv UES DaiED
uaRCN 3, 2025.
�,�, o��,�
CONiRACiOR SHALL FIELD VERIFY iHE
LOCniiON aND ELEvnTiON OF nLL ExiSTiNG
UTILiTiES AND NOTIfY THE ENGINEER Of
RECORD OF ANY DISCREPPNGES CONTRACTOR
SHALL BE RESPONSIBLE FOR PROTECTING
E%ISTING UiiLIilES AND COORDINAiiNG UiiLltt
RELOCaii0N5 wrvERE NEEDED.
REFER TO SHEET 49 FOR DNISION O1-CENERAL REOUIREMENTS.
REFER TO SHEElS 50 FOR GRA�ING GENERPL CONSTRUCTION
NOlES.
NOTE� iHE CONiRACiOR SHALL CONTACT THE FOLLOWING Ai LEAST
48 HOURS GRIOR i0 E%UVAiING IN THIS AREA�.
FORT wORTH wAiER DEPARiuENT 8t1-392-8296
ATMOS GPS 1-80�-460-30}0
ENERGY TRANSFER GAS I-BJJ-4�4-2�J0
ixU ELECiRiC i-800-2a2-9it3
FORT WORTH iRnNSPORiAiION/PUBLIC WORKS 811-392-8100
FOR PLL OTHER FACILITIES WWWTE%AS811 ORG OF I-800-545-6005
STORM WATER FACILitt
MAINTENANCE AGREEMENT
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52.3 SPOi ELEvnTON �
FP FNSNED PnD ELEvniiON I
TC TOP Oi CURB �
EG EXISTING GROUND �
�
MFFE MINIMUM FINISHED FLOOR ELEVATION z
—� FLOW ARROW
E%iSTiNG STOFM DFAIN SYSTE�I �
EB E%POSED BEAM m
DG DROP GARAGE O
�� VALLEY GUTfER
� PROPOSE� REiAINING WALL I
PROPOSED CROUND ELEvnTiON ni ~
e999 TOP / BOTiOM OF wnLL W
x EB0.8 PROPOSED GROUND ELEVATION AT �
END OF wnLL �
l INDIGiES SIDE Oi LOT WHERE J
�� DRivEwnv MUSi BE LOCniED J
0
EXISIING GRADE
[c� EXISIING GRADE AT TOP OF WALL O
� � � n
C EGi4`FROJECi WS��GM6R�IJWALL I CO
FiD. 301ta-0200a3t-tO611J-EOJ6B5
x-a8a99
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MAPSCO NO 18-Y
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BENCHMARKS' �'11pi1p'�'x°"0'�L
Cltt OF FORi WORI�I ��.� V0. 8I1)2.
LOCATED ON WESr � - fl 0.6 MILES
SOUTH OF COLU�IB.L �E - =MPLL WLVERT
UN�ER THE ROA� AN� �0' ��RTN Of 90 �EGREE
BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER
OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD,
SEi IN THE TOP
OF iHE EADWALL ELEV= 636265
BENCNMnRK NO B�t]0.
LOUTED ON OLD GRANBURY ROAD 0 2 OF A MILE
sourH oF cawmaus 1aai� n1 n cu�vear urvoea
iNE RO'D ON THE NORTH EN� OF THE WEST
4l4nw41 rirv- ��in�r
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��� DESIGN: WNUBERG
�°g�.��W oanwN: �unAu��
SCAIE
�//0 i HORZ: 1" = 40'
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FOR ar. SHEEf
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R'Ii��ALLr�H IOfv�Tl7F PROGOSED RETAINING WALLS
INGWDING FOUNDAii0N5, FOOiINGS, EiC SHALL NOi
EXiEND iNiO iHE RiGHi-OF-WAY
2. iHE u/+iNiENu�CE OF REiaiNiNG wnLLS SNnLL BE THE
FESPONSIBILIIY OF THE PFOPEFtt OWNER ON WHICH
THE REiAiNiNG WALL i5 LOCATED
3 RETAINING WALLS GREAiER THAN 15" IN HEIGHi REQUiRE
SEPARAiE BUILDING GERMRS REiAINING WALLS GREAiER
THAN 24" IN HEIGHi REpUIRE GU1N5 SIGNED AND
SEALED 6Y A IJCENSED STAiE OF iEXAS SiRUCiURAL
OR GEOTECNNiGL ENGiNEER.
4. SEE SHEEi 135 FOF iYPICPL RETNNING W L DEfNLS
PND SIDEYPRD GFADiNG W WPLL DETNL L
5 SEE SHEEi 135 FOR ttPIGL GRADING CRO55 SECTiON
DETAIL
N�
i. ttPiCaL PnD SiZES nRE a0' x 80' UNLE55 DiMEN5i0NED
OTHERWISE-
2- iINISH ROOR ELEVATION (Fi) IS ASSUTAED i0 BE 0.8' ABOVE
iINiSHED PAD (FPJ.
3. F ELEVAiION SHALL BE A NIMUM OF 2' ABOVE iHE
ULTIHATE 10D-YEAR fL00DPLAIN ELEVATION
6 %IMUM EXPOSED BEAM (EB) SHALL BE 2 0' AS MEPSURED
iROM iINiSH iL00R (FF)
5 iINiSHED PAD MUSi BE 0 3' ABOVE THE HIGHEST POiNT ON
NPE 'A LOTS
6 DROP GARAGES ARE ALLOWED UP TO A MAXIMUTA OF I 0'
J LL DRIVEWA75 ARE i0 BE GU10E� ON THE HIGH SIDE OF
iHE LOi UNLE55 OiHERWiSE SHOWN
8- nLL wORrc SNnLL BE PERfORMED nCCORDiNC TO
GEOTECHNICPL REPORT W250053 PERFOFMED BY UES DAiED
MAFCH 3, 2025
GFTION� �
CONiRACiOR SHALL ELD VERIFY THE
LOCAiiON AND ELEVAiiON OF ALL E%ISiING
UiiLiiiES aND NOiitt iHE ENCiNEER OF
REWRD OF ANY DISGREPANGIES. GONTRACTOR
SHALL BE RESPONSIBLE fOR PROTECiING
exisnNc ununes nmo cooaomnnNc unurr
RELOUilONS WHERE NEEDED
REFER TO SHEEf 49 FOR DINSION 01-GENERAL REQUIREMENTS.
REFER TO SHEEfS 50 FOR GRADING GENERAL CONS1RUCl10N
NOiES.
NOTE THE CONTFACTOF SHPLL CONiACT THE fOLLOWING AT LEPS�
as Houas Paioe ro excnvnriNc iN rHis naen-
FORi WORiH WAiER DEPARTMENi 81]-392-8296
niu05 GaS i-800-450-.5030
ENERGY TRPNSFEF GPS 1-8�]-604-2]30
i%U ELECTRIC 1-800-242-9113
FORi WORiH TRANSPORiAT10N/PUBLIC WORKS 81]-392-8100
FOF ALL OTHER fACILITIES WWWiE%A5811.OFG OR 1-800-545-6005
�
LEGEND �
sza svor e�eun.ioN �
FG FINISHED GAD ELEVAiION �
iC TOP Of WRB �
EG E%ISTiNG GROUNp �
MFFE MINIMUM FINISHED ROOF ELEVATION �
—� FLOW ARROW z
� E%ISrING SrOR1A DRAIN SYSrEMI O
Z
EB ExPOSED BEAu
DG DFOP GPliM.E m
�� VALLEY GUTfEF O
� PFOPOSED FETNNING WALL
as99 PROPOSED GROUND ELEUATION Ai �
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, w
� x[es.s PROPOSED GROUND ELEvniiON Ai �
� END OF W
� �INDICAiES SIDE OF LOT WHERE �
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\ -u-� eVYIVM QF ���L m
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J FID_ 30114-0200431-1O611J-EOJ6B5 U
\ X-a8499
�� W- 019
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I:RAINAGE � '
I �'��Clu�
BENCHMARKS' �a ��IlaeoTxo,�o��y
Cltt OF FORi WORI�I ��.� V0. 8I1)2.
LOCATED ON WESr �I - �fl 0.6 MILES
SOUTH OF COLU�IBJS -3R�I. �� �=.MPLL WLVERT
UN�ER THE ROA� AN� �0' ��RTN Of 90 �EGREE
, BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER
OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD,
SEi IN THE TOP
— OF iHE HEADWALL ELEV= 636265
BENCNMnRK NO B�t]0.
%�34 LOUTED ON OLD GRANBURY ROAD 02 OF A MILE
sourH oF cawmaus 1aai� n1 n cu�vear urvoea
�\� -NE RO'D ON THE`NORTH EN� OF THE WEST
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TARR.4NT CO[1NTY, TEXAS
l.lA Fnyln�iny, lne. �A
fi0fi0No�M1CentreEm�esswey PAone469fi110]10
Sui�eA00
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Q` o ^��' t340-0166
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- �A�� DESIGN: WN�BERG
�°g�56096a �W oanwN: umauu
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Ui�L�i�ES nND NOi�FY iME ENGiNEER OF
FECOkD OF PNY DISCFEPPNCIES. CONTftACTOR
SHPLL BE RESPONSIBLE FOF PROTECTiNG
EXISTING UTILITIES AND COORDINATiNG UiIIJTY
RELOC4ilON5 WHERE NEEDED
REFER TO SHEEf 49 FOR DINSION 01-GENERAL REQUIREMENTS.
REFER TO SHEEfS 50 FOR GRADING GENERAL CONS1RUCl10N
NOiES.
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INCLUDINC FOUNDATIONS. FOOTINGS. EfC. SHALL NOT
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2. THE MAINiENANCE OF REfAINING WALLS SHALL BE THE
RESPONSIBILItt OF THE GROPERtt OWNER ON WHICH
rHc Rern�HiNc wau is �ocnreo.
3 RETAINING WALLS CREAiER THAN 15" IN HEIGHi REQUIRE
SEGARAiE BUILOING PERMRS. REfAINING WALLS GREATER
iHAN 2a' IN HEIGHt REOUIRE PlANS SIGNED AND
SEALED BY A LICENSEO STATE OF TE%AS STRUCTURAL
OR GEOiECHNICAL ENGINEER.
4 SEE SHEET 115 FOR NPICAL RETAINING WALL DETAllS
AND SIDEYARD GRADING WIiH WALL DETAIL.
5 SEE SHEET iS5 FOR iVPICAL GRnpING CRO55 SECTION
DETNL
NOiES
. iYPICAL PAp SIZES ARE 40' % 80' UNLESS DIMENSIONED
OTHERWISE.
2. FINISH FLOOR ELEVATION (FF) IS ASSUME� TO BE 0.8' ABOVE
INISHED PAD (FG).
3 FF ELEVATiON SHALL BE A MINIMUM OF 2' ABOVE THE
ULiIMATE 100-VEAR FLOODPWN ELEVATION.
4 MAXIMUFI E%POSED BEAM (E9) SHALL 9E 2 0' AS MEASURED
FaoM Fimisu F�ooe (FF).
5 FINISHE� PAD MUSi BE 0.3' ABOVE iHE NIGrvEST POirvT ON
ivPE 'n' LOTS.
6 DROP GARACES ARE nLLOWED UP TO A Mn%IUUM OF 1.0'.
] LL DRIVEW4T5 ARE 10 BE PL4CED ON iHE HIGH SI�E OF
iHE LOi UNLESS OTHERWISE SHOWN.
8. ALL WORK SHALL BE PERFORMEO ACCOROING TO
GEOiECHNIGL REPORT W250053 PERPoRMED BY UES DATED
MARCH 3. 2025.
NOTE THE CONTFACTOF SHPLL CONiACT THE fOLLOWING AT LEPS�
as Houas Paioa ro excnvnriNc iN rHis naen-
FORi WORiH WAiER DEPARTMENi 81]-392-8296
niu05 GaS i-800-450-.5030
ENERGY TRPNSFEF GPS 1-8�]-604-2]30
i%U ELECTRIC 1-800-242-9113
FORi WORiH TRANSPORiAT10N/PUBLIC WORKS 81]-392-8100
FOF ALL OTHER fACILITIES WWWiE%A5811.OFG OR 1-800-545-6005
�
SEE PRrvnTE SwALE an2 PIAry & PROFlLE
SHEEf 81 FOR SECTION AND CALCUL4TION5
SiORM WATER FACIIJIV MAINTENANCE-
AGREEMENT EASEMENi
A I
NO SAVED OR �
PROPOSEDTREES � /
FRE WITHIN THE
SWFMA60UNDARV ^/
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2J' PUBLIC ORAINAGE
EASEMErvT
LEGEND �
52} SGOi ELEUAiION �
FG FINISHED GAD ELEVAiION �
iC TOP Of WRB �
Ec ExsNc creouuo �
MFFE MNMUM FNSHED ROOF ELEVATION �
—� FLOW ARROW z
� E%SrNG SrOR1A DRAN SYSrEMI O
EB ExPOSED BEAu z
DG DFOP GPliM.E m
�� VALLEY GUTfEF O
� PFOPOSED FETNNING WALL
a��� PROPOSED GROUND ELEUATION Ai �
,oP i 0o„oM oF wA« v�
W
x[es.s PROPOSED GROUND ELEvniiON Ai �
END OF WALL
�INDICAiES SIDE OF LOT WHERE �
DRNEWAY MUST fiE LOCAiED J
� EXISTING GRA�E _
cc� E ST G GRaDE nT TOP OF wnLL �
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Ctt GROJECi 0 0611J U
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BENCHMARKS � II ��. -�
(((��. Cltt OF FORi ORI xA . V0. 8I1)2.
\\ LOCATED ON WES -' 0.6 MILES
� SOUTH OF COLU BJ LL WLVERT
� UN�ER THE ROA� AN� �0 ��RTN Of 90 �EGREE
BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER
V
OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD,
� � SEi IN THE TOP
`� OF iHE EADWALL ELEV= 636265
� BENCNMnRK NO B�t]0.
YOS. OUTED ON OLD GRANBURY ROAD 02 OF A MILE
�� S'� sourH oF cawmaus 1aai� n1 n cu�vear urvoea
-� � ���, � C^%� iHE RO'D ON THE NORTH EN� OF THE WEST
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TARR.4NT CO[1NTY, TEXAS
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DETAIL A
33 OS 10—D402 EMBEDMEM FOR RCP
STORM SEWER ALL SIZES
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FiD- 30it4-020053t-i06til-E0�685
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MAPSCO NO 18-Y
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BENCHMARKS' � �''�I��Piirw�ii�y
Cltt OF FORi WORiH BEN��INMK �0. 8]I�2-
LOCATED ON WEST CLEBUF�� ��OAf] 0 6 MILES
SOUTH OF COWMBUS TRAIL A SMALL CULVERT
UNDER THE ROAO AND ]0' NOkiH OF 90 DEGREE
BEND IN iHE ROAD TO iHE WESi IN THE CENTEF
OF iHE HEPDWPLL, LEVEL WITH ASPHPLT ROPD,
SEi IN THE TOP
OF iHE EADWALL ELEV = 836 265
BENCNMnRK NO BIt]0.
LOGTED ON OLD GRANBURY ROAD 02 OF A MILE
SOUTH OF COLUMBUS iRAIL Ai A CULVERi UNDER
THE RO'D ON THE NORTH END OF THE WEST
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DaiE RENSiON
STORM DRAIN DETAILS
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CITY OF FORT WORTH
TARRANT CO[1NTY, TEXAS
"''� �'" LJI�
FJFJ h Cen�21 sway P�one 469fi210]10
s���e aoo
�allas,Tevas 15206 FRN-F-138fi
WNPROJECi ID
i340-0166
o` w.��..�� . DaiE. JULr �2025
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City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: Eagle Mountain Saginaw Independent School District
SubjeCt of the Agreement: Stormwater Facility Maintenance Agreement needed for new construction.
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: Expiration Date:
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.
Project Number: Ifapplicable. SWFMA-25-0071
*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.