HomeMy WebLinkAbout064792 - Construction-Related - Contract - Adventist Health System/Sunbelt, Inc. dba Huguley Memorial HospitalDate Received: 2�27�2�26
Time Received: 7:11 a. Cl'1.
Permit No.: SWFMA-25-0093
City Secretary No.: 64792
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 26th day of February
2026, by and between ADVENTIST HEALTH SYSTEM/SUNBELT, INC., d/b/a
Huguley Memorial Hospital, a Florida nonprofit corporation, acting by and through Penny
Johnson, its duly authorized President, hereinafter referred to as "Landowner", and the
City of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as
being a 1.102 acres tract of land situated in the Green B. Stone Survey, Abstract No. 1401,
City of Fort Worth, Tarrant County, Texas and being a portion of the remainder of a tract
of land conveyed to Adventist Health Systems/Sunbelt, Inc. d/b/a Huguley Memorial
Hospital, according to the deed recorded in Volume 8375, Page 342 Deed Records of
Tarrant County, and Document No. D185042523, Deed 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 Hu�ulev Medical Office BuildinQ
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City and the Landowner provides for management of storm water within
the confines of the Property; and;
WHEREAS, the City and the Landowner, 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
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
CITY SECRETARY
1
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, the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Properry"); and
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, 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 E�ibit "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 defned 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, 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 safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
3. The Landowner, 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, 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
stebs 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
obli�ation is Landowner's.
5. The Landowner, 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, its 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. 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.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER 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
ABOVE 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
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the boundaries of the Properiy in which the Facility is located as
outlined on Exhibit "A" 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 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 the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owner's association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 26th day of February
CITY OF FORT WORTH
i
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: �2/24/2026
Approved as to Form and Legality:
M. l�� vi�r �n�l��s, ll
M. Kevin Anders, II (Feb 18, 2026 09:05:30 CST)
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
Date: 02�� 8�2�26
ATTEST:
\ � ��
( Ji
Jannette S. Goodall
City Secretary
Date: 02�27�2�26
aF FORT°�aa
p�oe�^ °�do
o° o�o =e
Q,� � a �d
aaQa nE4p544q
2026.
LANDOWNER
ADVENTIST HEATLH
SYSTF.MS/SiINRF.i,T, INC. d/b/a
H y emor Hospital
a Florida nyax rofit corporation
and Chief Executive
Date: �1 �/2n2ti
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
require i ts.
Kandice Merrick
Planning Manager
Date: OZ�18/2026
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT CJ
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
February 26, 2026
This instrument was acknowledged before me on bY
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth. � �Z��.�,�
{a a� KATNLEE�Y SRAUFORD
Naiary Pu61ic
*��r STRTE OF TEXAS
pdo}ary I.D. 12797197
o� h1y Comm. Exp. Apr. 72, 20Z7
Notary Public, State of Texas
LANDOWNER
__--
STATE OF I eXaS
�
COLTNTY OF s� d�1n5o�
§
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
ieYaS , on this day personally appeared ��y -���►wson
(name), �► e s� d�' a� �� � (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purposes and consideration therein expressed, as the
act and deed of ��i��� � n�µ� "l�s`k� ���' � n C' (entity), a
�����da �1�n�o��` �k��'n�� (entity type) and in the capacity therein
stated.
.�
day
GIVEN LINDER MY HAND AND SEAL OF OFFICE this ��
of �ah�a�� , 20 2lP .
�� ' — _ ' ' ' ary Public, State of �e�S
� Candice Rios
My Commitsion Expiras
+ 1013/2029 �
Notery ID135535046
�
STORMWATER �ACILfTY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
�:
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT `�A"
"STORM WATER DETENTION FACILITY"
BEING 1.102 acres of land situated in the Green B. Stone Survey, Abstract No. 1401, City
of Fort Worth, Tarrant County, Texas, and being a portion of the remainder of a tract of land
conveyed to Adventist Health System/Sunbelt, Inc. d/b/a Huguley Memorial Hospital,
according to the deed filed in Volume 8375, Page 342, Deed Records of Tarrant County,
Texas (D.R.T.C.T.); and being more particularly described by metes and bounds as follows:
COMMENCING at a 5/8 inch iron rod with cap stamped "Dunaway Assoc. LP", found at
the most westerly southwest corner of Lot DR, Block 1, Huguley Memorial Addition, an
addition to the City of Fort Worth, Tarrant County, Texas, as filed in Volume 388-212, Page
53, Plat Records of Tarrant County, Texas (P.R.T.C.T.), also being in the east Right-of-Way
(R-O-W) line of South Freeway (350' in width), and being the most westerly northwest
corner of said Adventist Health System remainder tract (Vol. 8375, Pg. 342);
THENCE S 00°15'39" E, along the most westerly line of said Adventist Health System
remainder tract (Vol. 8375, Pg. 342), and along the east R-O-W line of said South Freeway,
a distance of 632.43 feet to a 1 inch iron rod found at the most westerly southwest corner of
said Adventist Health System remainder tract (Vol. 8375, Pg. 342), also being the northwest
corner of a tract of land described in the deed to Adventist Health SystemJSunbelt, Inc. dJb/a
Huguley Memorial Hospital, as filed in Volume 10142, Page 1299, D.R.T.C.T.;
THENCE N 89°44'06" E, along the most westerly south line of said Adventist Health
System remainder tract (Vol. 8375, Pg. 342), and along the north line of said Adventist Health
System tract (Vol. 10142, Pg. 1299), a distance of 209.28 feet to a bent 5/8 inch iron rod,
found at the northeast corner of said Adventist Health System tract (Vol. 10142, Pg. 1299),
also being a re-entrant corner of said Adventist Health System remainder tract (Vol. 8375,
Pa. 342);
THENCE N 75°56' 11" E, passing over and across said Adventist Health System
remainder tract (Vol. 8375, Pg. 342), a distance of 407.98 feet to a 3/8 inch iron rod set with
cap stamped "T'NP INC ESMT" (hereinafter all 3/8 inch iron rods set are marked the same),
in the northwest line of a Storm Water Facility Maintenance Agreement, as �iled in
Instrument #D212283081, D.R.T.C.T. for the POINT OF BEGINNING of the hereinafter
described tract of land;
THENCE continuing ovex and across said Adventist Health System remainder tract
(Vol. 8375, Pg. 342), the following courses, and distances;
N 45°38'10" W, a distance of 2.39 feet to a 3/8 inch iron rod set;
N 00°38'10" W, a distance of 4430 feet to a 3/8 inch iron rod set;
N 45°38'10" W, a distance of 1895 feet to a 3/8 inch iron rod set;
N 00°19'22° W, a distance of 134.49 feet to a 3/8 inch iron rod set;
S 89�40'38" W, a distance of 53.63 feet to a 3/8 inch iron rod set;
N 00° 18'47" W, a distance of 321.85 feet to a 3/8 inch iron rod set;
N 89°37'S8" E, a distance of 139.96 feet to a 3/8 inch iron rod set;
S 00° 19'22" E, a distance of 321.96 feet to a 3/8 inch iron rod set;
S 89°40'38" W, a distance of 7639 feet to a 3/8 inch iron rod set;
S 00° 19'22" E, a distance of 130.32 feet to a 3/8 inch iron rod set;
Sheet 1 of 3
HWR 24425
S 45°38'10" E, a distance of 14.77 feet to a 3/8 inch iron rod set;
N 89°21'S0" E, a distance of 40.78 feet to a 3/8 inch iron rod set;
S 45°38'10" E, a distance of 4.72 feet to a 3/8 inch iron rod set in the northwest line
of said Storm Water Facility Maintenance Agreement;
S 44°l4'19" W, along the northwest line of said Storm Water Facility Maintenance
Agreement, a distance of 70.16 feet to the POINT OF BEGINNING and containing
48,010 square feet or 1.102 acres of land.
,�Pr'�,� � � '
y: Q'
' � j ............
_ `�in. 13, 2026 � � THERON W.
Theron W. Sims, R.P. S. """""""""
�. A 5887
Texas Registration No. 87 �'•.vo�_ ,
Surveyed on the ground Jan. 13, 2026
1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983
(North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's
Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods.
An average Combination Factor of 1.0001228473 was used to scale grid coordinates and
distances to surtace.
2. Integral parts of this survey:
a. Legal Description
b. Sketch
Sheet 2 of 3
HWR 24425
LOT 7, BLK. 2
HUGULEY MEMORIAL ADD'N.
CAB. A, SLlDE 10133
P. R. LC.T.
�
LOT 2, BIK. 2 \
HUGULEY MEMORIAL ADD'N.
CAB. A, SLIDE 10133
P.R.T.C.T.
o _ _ HUG ULEY HUGULEY MEMORIAL ADD'N: — i --1 - — - - - — — — — — — — — -' _ _ _
o-- VOL. 388-212, PG. 53 '
— — — — — — — — — — — —
_ BLVD. P.R.LC.T.
----- ---_______ -�-1= �_-, _-_ -�_ _�, r--
7' U.6 � N89'37'58 E � I ,
VOL. 388-242, PG. 53
I .�.0 P.R.rc.L � 139 96' � �
5/8 ° lRF W/7H CAP STAMPED 26" ACCESS & U. E. I �`�I II
� � 'DUNAWAY ASSOC. LP" VOL. 388-212, PG. 53 — � �`
(COMTROL MON.) P.R.T.CT. 1 � I I
� � � � �-� � �,
� �{ °'I 4 z�
a�
�� sroRM warER �� I ^¢ .
NOTE'S: ( DEiENTION � a
W I 1) Bearings of lines shown hereon reter to Grid No�th of the 3` FACILI7Y !w I I �� ti
Texas Coordinate System of 1983 (North Central Zone; �� �1. 702 AC.� : I �l m � N V
N
W I NAD83(2011) 20�0.00) as derived locally from Allterra Central's { N I� W N�
Continuously Opereting Reference Stations (CORS) via Real � I °' � � W� ao a
Time Kinematic (RTK) methods. An average Combination O t �. o, � O� r�
�y M�Factor of 1.000122&473 was used to scale grid coordinates and o� � I I-� j;
� distances to surface. c9 O
� ¢ Z t � I =
�j � 2) All easement corners shown hereon marked with 3/8 inch i I
M Iron rods set wi[h cap stamped "TNP INC ESMT'. I � I
�D Q I �
� i,,,p o 3) Integrat parts of mis survey: � S89 40 38' W � � I
�'p� �= a. Legal Description � � 76 39 � � ��I I
� r'� � b. Sketch ;
� o � ii .... �
� � i:; I I
[� o r� S89'40'38"W �
ADVENTIST HEALTH SYSTEM/SUNBELT, INC. �::;::� w
Q� d/b/a HUGULEY MEMORIAL HOSPIiAL 53.63� N�;;;� N N � I
�"� Z VOL. 8375, PG. 342 �� I
D.R.T.GT. � N ''. Q' �
� ��.;: p
d' � �.t:. . M
(Remainder Tract) i,,.� .;,.; � � � �
� � � o�:':+� S45'38'10"E� �
N45'38'10"W z�:;� 14.77' � �
=n i N � RV � , 8.95� [;; - f
� � �"" �
5 � �T �
o SCALE 1"=100� $� pN 1�� 1 N00'3 440"�W �' "' 4.7238'10"E
i
3` �Ei N S� 1'` O' N45'38'10"W S44'14'19 W
Gg A$ �:39� .......................: /� ��,6• �
o� �" lRF 9$ N89�1 50"E �
40�• .�.8 4(y.78' � �
(CON7ROL MON.) .. - "" 1 �"E�
.... ..N� 6 56 /
N89'44'06"E, 209.28' ....
— — �..... /
BENT � � I�.a
5/8" IRF / LOT 3, BLK. 1 �"+1
/ HUGULEY MEMORIAL PLAZA A
/ INST. �D217037313 �
/ G\���� / P.R.LC.T. �u�
w�,a1
I ADVENTIST HEALTH I / �F �F.��01 f 26' PUBLlC I r+1V
� SYSTEM/SUNBELT, INC. a Florido / �(F. P,�� / ACCESS ESM'T. I�I
corporation d/b/a HUGULEY I � 1�PGF' �ti '�' !NS% /fD2 7 70 7 7883
MEMORIAL MEDICAL CENTER � �� �P� 0�' �� � D. R.7 C. T I�
VOL. 70142, PG. 1299, D.R.LC.L /� y'�����hq•�0� � ����
/ �`P �� / � � ���� �
// � ��
/ / — �
— — �— 1 — — — —
OLD HIGHWAY 1187 �o�' WlDE R-D-W
l ►r.—�W � �
THERON W. SIMS, R.P.L .
TEXAS REGISTRATION N . 5887
Date: Jan. 13, 2026
Surveyed on the ground
Jan. 13, 2026
�.. 0 F •• ��
P,� G�� R�c:O;i-
, .....................;
THERON W. SIMS
,....... ..............
�. q 5887 P :
�•.R�F .pe�.'<
`�suR�J
�
EXHIBIT "B"
STORM WATER
DETENTION FACILITY
Being situated in the Green B. Stone Survey, Abstract No.
1401, City of Fort Worth, Tarrant County, Texas.
teague nall & perkins 1
� 5237 N. Riverside Drive, Suife 100
Fort Worth, Texas 76137
817.336.5773 ph 817.332.7756 fx
� JOB No. HWR 24425 www.tnpinc.com / TBPELS Registrafion No. 100116-00 SHEET 3 OF 3�
T.•\Projecfs\HWR24425\Sur-C3D\cod\survey\Easements\7.102 Ac Storm Water Detenfion Focility - HWR 24425.dwg
r
LOT 1, BLK. 2
HUGULEY MEMORIAL ADD�N.
CAB. A, SLIDE 10133
I P.R.T.C.T.
LOT 2, BLK. 2
HUGULEY MEMORIAL ADD'N.
CAB. A, SLIDE 10133
P.R.T.C.T.
�
o__ HUGULEY HUGULEYMEMORAL ADD�N: — —�-------------_ ___
�- - BLVD. VOL. 38P.R.T�C.T.PG. 53 —
-____— —__ ___- ---_____ --_ �i r--
------
� � �
VOL. 388-272, PG. 53�� N89 37'58' E � II I
I .O.C. P.R.T.C.T. { 1 39.96' I �
5/8 "' lRF WITH CAP STAMPED 26' ACCESS & U. E ( � I I I
� � "DUNAWAY ASSOC. LP" VOL. 388-212, PG. 53 — ' � I
(CONTROL MON.) P. R. T. C. T. � 1 � I
� � � �+ � �
� °°� °'I � zM
o�
M� ; STORM WATER M) I� Q
:vares: E ' DETENTION �'
W I 1) Bearings of lines shown hereon refer to Grid North of ihe 3 F FACILl7Y !�-�' I � Q a�
Texas Coordinate System of 1983 (North Central Zone; I� � �7 702 AC.� � N) � � m p^ U
WI NAD83(2011) 2010.00) as derived localry from Allterra Central's � � N� � N�'
Continuously Operating Reference Stations (CORS) via Real °� � �' � � I W� ��
Time Kinematic (RTK) methods. An average Combination �[ . p �— >��
(� -� Factor of 1.0001228473 was used to scale grid coordinates and o• : �' I p W M
�� distances to surface. Z� N� � � p
�� z � 2
�j � 2) All easement corners shown hereon marked with 3I8 inch � � I
� J iron rods set with cap stamped "TNP INC ESMT". I ' ,,-� �
Q [ I I
� i,.i p 3) Imegral parts of this survey � S89 40 38 �W
1� m U a. Legal Description 76�9� � I I �
I.L'y �!') w� b. Sketch ( ..
� o � �fi � �� ��
� O O ADVENTIST HEALTH SYSTEM/SUNBELT, INC. S89�40'38 W� �;,. w���� I
�� d/b/a HUGULEY MEMORIAL HOSPITAL 53.63' �:':� N. � �
� w VOL. 8375, PG. 342 � N'?��:;� N r,Nj I I
� D.R.LC.L � N''i: a�
p� ;:.i O
(Remainder Tract) M �";'1 ��''� I �
� I � � ol:;.:;1 p I
o=� S45' 38' 10"E �
N45'38'10"W z�::l 14J7' � �
� � 18.95 �
� � �-��
o N00'38' 10"W S45'38' 10"E
i SCALE 1"=100' 44.30' �� 4.72'
� I/ ,.
3 N45'38'10"W _. - S44'14'19"W
� 2.39' / 70.16'
� _ / /� I
_.
� � 1° lRF 9$, N89�1 50"E �
40�. _
(CONTROL MON.) N,6 56� � �"E, .�.8 �Q!78� I I
N89'44'06"E, 209.28'
— — a..... ..... , /
BENT � � I N
5/8" lRF / LOT 3, BLK. 1 I�'�I
/ HUGULEY MEMORIAL PLAZA � A
INST. f/D2 1 703 73 13
/ � \���`j / P.R.T.C.T.
I ADVENTIST HEALTH I / � F�F��' �01 / 26' PUBLIC
I SYSTEM/SUNBELT, MC. a Florida / qE p.�,��� / ACCESS ESM'T.
corporation d/b/a HUGULEY I � �PG�' 1ti '�' INST. J/D2 1 70 7 7883
VO �E10� 4/2L PG.DI7299,CE�N�ERC r / / / � �� � �P��O�� / � D.R.T.C.T.
�
/ �
/ �
/ /
— — �— 1 — — —
OLD HIGHWAY 1187 �00' WIDE R-O-W
PRELIMINARY - THIS DOCUMENT SHALL NOT
BE RECORDED FOR ANY PURPOSE AND
SHALL NOT BE USED OR VIEWED OR RELIED
UPON AS A FINAL SURVEY DOCUMENT -
RELEASE DATE DEC. 9, 2025
THERON W. SIMS, R.P.L.S.
TEXAS REGISTRATION N0. 5887
Date: Dec. 9, 2025
Surveyed on the ground
�
PRELIMINARY - THIS
DOCUMENTSHALL
NOT BE RECORDED
FOR ANY P�JRPOSE
AND SHALL NOT BE
USED OR VIEWED OR
RELIED UPON AS A
FINAL SURVEY
DOCUMENT
EXHIBIT "B"
STORM WATE
DETENTION FACYLl'1' Y
Being situated in the Green B_ Stone Survey, Abstract No.
1401, City of Fort Worth, Tarruit Counry, Texas.
. teague nall & perkins �
5237 N. Riverside Drive, Suife 100
� Fort Worth, Texas 76137
817.336.5773 ph 817.332.7756 fx
� JOB No. HWR 24425 www.fnpinc.com / TBPELS Regisfration No. 1 001 1 6-00 SNEET 3 OF 3�
L•\P�ojects\HWR24425\Sur—C30\cod\survey\Easements\ 1.702 Ac Storm Water Detention Focility — HWR 24425.dwg
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
4
� � � ___�� — — --
� �..� MEDPARK � — — �
DR.
«o��AE.E P. ���, — � ! i
o — ______ -__�--�� �i�/
.
�
- -� h --_------------- .. o
� ��=- ------- ------�.�., . � � i
��
_ POND --_-------
�_.._ . - ----------
`: -_ _
a � O � � D
���� � �
_ _ � � � ��
:��, - \ (� I i �
-;, - \ ('�
� �, PROPOSED SWFMA \ y, { S.
\`,' O��I ��W
� , , Exisnroc swF,u � � ~ p
a�
e
'` � -- -- i �
; � , ; _ _ ��,; 1� � �
� � .::r,+' ;�;�
I���l�'� �,�� m
� � ';: MEDICAL OFFICE ;� �
�� '-'• BUILDING ��_,. �
,,
�'
r' I '' � -r�'' ;
� 'j �f
�w - ' � �,r--r -� { m
�Ao�; ���c
� ,��_ ����:
�� x� ---:-_
� ,,,,,,,;,,,,,
.__
,� -.- ,.,,_
��� �� -----------------_ -----_ ______
� �--r' — —
J L.
N
\ O "
1
�
�
— — — — J� �
S 0 U T H F R E E W A Y
(IH 35W NBFR)
�
�
i
�-
�
scale
hor
NA
vert
NA
�
date .
,,z,,zoZb n
-`
�
�
��
GRAPHIC SCALE
0 75 150 300
C
GRAPHIC SCALE: 1" = 150'
teague nall & perkins City of Fort Worth, Texas HWR24425
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210 ViciniTy Map for
940.383.4177ph 940.383.8026fx EXHIBIT
TBPE Regislralion No. F-230 A
www.tnpin<.com Huguley Medical Office Building
, .
DRAINAGE AREA MAP DETENTION LAYOUT
� � I�� , � � ���=- � -` ��' �.� � � G CUR
l i, F�.
. . , ~�e ��T- � � r '
- ��
' � -�' � ���� � � � � RATN VE
� I I j � � � � � , � � �� ' ( � �� � �� -�-�� �' _
i -
a�i TMP i � I ° =�` ��� - V�� �� �-��- � eia�a��o�� Fiow��r��
4
,
� � °/�` � �� � a =>� �� ' � � ��J��a''w��� � � It�l ivn I svn I aoo-ve
o � -'� ` ii � ��', �� � ./ � � Mwi o��e�es«��i��e
� � � � ��r� 1��� � .� B � � ,' �.ei -asz o.ez aez
�� � � ' � � e I ��� � �� eea.n -as� -os� -os�
� I I , a
v -
� \ �
' --.� '���� r i r� II � � 684.61 -0.51 -0.57 -0.57
� � � _ �� I � I¢ � 'ii� . i
„ _ I I f �� g 68511 -0.45 -0.52 -0.52
� �� T I �� � `� � } @ , 685.61 -0.45 -0.49 -0.52
� �. � � ��� _ _ T I . . I I .
-- - - Sx
� _ _- II,__ '� � I
� � -- ��' � �1�<'� �'i � '�� A= es�ii -a.ax -o.ae -o.a9
� �- � � x: �
� 686.61 -0.43 -0.43 -0.46
� - �� �' � I 1 � - y � � � �_x' ; j � I � � � g; eazil -0.as -o.ao -0.aa
� _ .
M.. � �-i' � C�
� .��- - . _ v �.-- 1 I ' I I � 68761 031 036 -0.39
- '�_ J - � I ` � 688 11 0.26 0.32 -0.36
Ot I � � I. .�•�i I.' � �_ � I � _-� � � _ i L � . � 688.61 0.19 0.27 -0.31
� ' �i � � es9.ii -a.io -o.0 -o.n
I�. � I . �A-20 .��� � � � ±y _ � � 5s9.5i o.ia -o.ia -an
Qi L...... II I I I I I I I�I�. I I �I � �j,v _ '�o'' � li 690.11 0.22 0.11 -0.12
Q [F.57 "�.I � c ' li . 69Q61 0.27 0.20 0.12
I �" �i � 691.11 0.32 0.26 0.20
� �� ���iii�iii iiin L��ii ��� I _ W��u '�', �
d '�� - 9��� - �i 691.61 0.60 0.55 0.51
i � r
-- p "� i - ..: �� I I 6&S6IN� Ltl '' I �
� � � , bsz11 o.�s o.ra o�o
� � u � 1I �, 692.61 0.92 0.87 O.S4
A\ : _ay,� I `_ =. 9 693.11 1.03 0.99 0.96
�� � � my �` `� }'' -�Y"��. °-� , �_ / ' n'�0�� �� 693.50 1.11 1.07 1.04
I e ��
� I 4 ..
Q � .%// � I �� m � � "�"" ">�ecFs(xcrcxr�wcsrawi PONDOUTFALL(NT$)
? i �. i I �I �' ,+-► �aNAce aecn Mnv sxccr ci.os
S � J� ' � �¢ a , � � i � "' �� 4 ORIFlCE �
� �� i � � l � � � � _ �� � � �vxova.sv� �
� � � 4 � �� �, s�a
. / I I ELEV 697.71 �
/
�� 3 � � � �� � � �� � � � ' � _ � i ��/- rs� acP ourFa�c PiPE
-o I � � ,
L '� � _ �� i i � � �pRppp,qp 3" OR/FICE
NN � ���.I ,t/ I i � � iWA1£RLME � ``
y� � � Hydrologic D t P oposed Condil ons � � � � ✓� ES'"�
� 0 Area R�noff TC � i��en 1Y( Ih ) Outflows(cfs) Desi9� �i E,nmrve /// �� , ///
x m IBasin ID (a � .�. (m��) �� �5 i100 �l QS QI00 Points Notes I '�I - II ��.I� CU[KRi FL=68361 � B0770M OF POND
WiFAtt
i �
��! � i � DA-2a 4.57 0.72 10 I 3.89 I 5.51 � 9J6 1275I 18.05� 31.95 DP-2 DramstoPond� �.� . � I�I�i � �-�
� � ` '� EMERGENCY OVERFLOW
¢ w �� ���i ��� CALCULATIONS
j� ,��,� �, � q=cseH�(�
� ic � ' (2sa�rs)=�-6(B)(>> (��
V� � � j B=7L5' Mih, Emergency Weir Length
I o0 � d
rn
C x """w'"� � �' I ELEV=693�50" ECEV=69230' �
� I
� �� � ELEV=69250'
N� ' �_- E�Ev=saS.�Y
� �
Nx ' ' � � ELEV=68361'
�POND DETENTION VOLUME TABLE CUMULATIVE STORAGE VOLUME TABLE
= Elevatian Area Area Starage Starage Storage Nates EleVation CumulativeStorage(aCft) Nates
� C (ft� (sf) (ac) (acre-k) (acre-ft) (cf) (ft) Base 1-VR 5-YR 106YR SECTION A-A
�� 683.61 0.0 0.0000 0.0000 0.0000 0 Outfall Flowline 683.63 0.0000 0.0000 0.0000 0.0000 Outfall Flowline
v eaa.00 s9s.n o.aoeo o.00ia a.aoia n eaa.00 o.00is o.0000 00000 0000o DETENTION ROUTING SUMMARY
� C 685.00 2839.76 0.0652 0.0371 0.0389 1694 685.00 0.0389 0.0000 0.0000 0.0000
•O � 686.00 6671.66 0.1532 0.1092 0.1481 6449 686.00 0.1481 0.0000 0.0000 0.0000 � Retum Event Pond Inflow Allowa6le Out Pond Outflaw Tailwater Max Pond WSEI Pond Storage
� C 687.00 8830.45 0.2027 0.1779 0.3260 14200 687.00 0.3260 0.0000 0.0000 0.0000 � (Vears) (cfs� �cfs) (As) (ft� (ft) (arft)
�� 688.00 11087.42 0.2545 0.2256 0.5546 24159 688.00 Q5546 0.0000 0.0000 0.0000 � 1 13.1 0.30 0.29 689.28 690.81 0.3]
� N 689.00 13477.36 0.3094 0.2820 0.8366 36442 689.00 0.8366 0.0000 0.0000 0.0000 � 5 18.5 0.44 0.35 689.91 691.26 0.61
� 690.00 160605 0.3687 0.3390 1.1756 51211 690.00 1.1756 0.3390 0.3390 0.0000 � 100 29.8 0.72 0.65 690.37 692.05 1.09
Q1 . 691.00 24000.1 0.5510 OA598 1.6355 71241 691.00 1.6355 0.7989 0.7989 0.4598 N07E5-
�� 692.00 2761&4 0.6340 0.5925 2.2280 97050 692.00 2.2280 1.3914 1.3914 1.0523 7� 7Yre proposed de(ention pond utilize a multi-o�if'ce opening to mrtigote increases m �unaff during the 1-, 5-, and
7
•3 O 693.00 30646.5 0.7035 0.6688 2.8968 126183 693.00 2.8966 2.0G02 2.0602 1.7211 700-YR sfo�n euents 7he ou�fa// wiU fie in�o fhe exisling channe%
� p 693.50 326997.1 7.5068 2.0526 4.9493 215593 Top of Pond 69350 4.9493 4.1125 4.1128 3.7737 Top of Pond 2� See �Orornoge Study far Texas Health Huguley MOB� (7NP, October 2025�
0 J
scale date . teague nall & perkins City of Fort Worth, Texas HWR24425
horiz 3200 5. Infersfate 35E, Suite 1149 '
Np � Z� 20Z6 Denton, Texas 76210 DeTenTion Plan for
� � 940.383.4177ph 940.383.8026fx EXHIBIT
NA �` TBPERegislralionNo.F-230 Huguley Medical Office Building �
www.tnpin<.com
\
,
�
HUGULBY HLVD.
�ULEY BLVD.
�,..�o.....„.,.
�., � �
�
i � ;, �_�� �, , � � �
I / i
? MEDICAL OFFICE BUILDMG
I /� /� /� -
I - �/ �/ `/ ... -
�
�-- � ------------`=--------�-�I��-----
� �---- _,�,�
/"�`�, /
II �✓' o / '
�. —
I i .
/ _____ ____ ___ ___
1 .., �.� � �_ — — _ ��� o �
� � ���` \ ,
I /
�
�
II
_ — � � _ _ _ — J
�
I
I
1
1
I �
�
eb
� �'0
� =a
� �
�R
v
�o � m
,�
�
C I� � _—�
� I . � ,.�., � 9 --
� ��, � � o
x � ° � � �
� �� _ �
�� , , �
� ° � ' � �
�� W � ��
._ ;
�,�� �
t
� �
�
' � � � � �
,
i »� � � sw � � o� � .��
� � � � .�
� � .. �
scale
hor
NA
vert
NA
�
date
1/21/2026
.
_n
r�
teague nall & perkins
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210
940.383.4177 ph 940.383.8026 fx
TBPE Regislralion No. F-230
www.tnpin<.com
�
i
�_
LEGEND
� - SOD
� - SHRUB BED
� -DECOMPOSED
GRANITE
CITY OF FORT WORTH
TEXASHEALTHHUGULEYMOB
GRO55 SRE PREA
BUILDINGPREA
NET SRE PREH
T('OnT�P,L� �RE7�QU7{IRyE� U75JJDSCPPE PREA
S'Nl! W 1tEU(flk�i4fUITE nREni
ONE 3 G4LON NATNE SHRUB PER ]5 S4UPRE FEET
]5b OF SHRUBS REpUIRE� IN FftOM VPft�
T!l�'Vb� %fitlyt'1F� IN.FRo"r vrwo
I oroisNRuesaao�noEo
'��C����y���������v�r�Eo��FROMr�o
ITOTPL GREEN SPNCE (SOD PND SHRUB BEDS� PROVDED
316558 SF
]205] SF
294.501 SF
xs aso sF
393 EA
295 EH
362 FA
sis en
��`�f SF
}A(U SF
al.ess sF
t4t 599 SF
City of Fort Worth, Texas �np pro�ecf
HWR24425
Landscape Plan for
EXHIBIT
Huguley Medical Office Building B�� �
700
:•.
ii�
�
co-s
2�
��
�
C�IIiI�
�
I
� oo �r � R�
I
I �sivc �.� / �� � �
i
I \ / v !
, � .�- \
� � `
, _.__, �� --- ---�—
— —,- .�` r.- — -- — -- �— --
, ' / ,
� ;�
/ � / —_ '
�
� `. , / �\ -"Rv Ir�i �BPi-9�0.,�:r �
� i
, — . � �� �� — � �
� � � �
� � G � � �IW
�_ �
t—�qNp-/ 60(.YI RIl' R/�� � � c�ly
� �
LY_4E'IS UNr-4 D'� 3 00 " � -
MUYA 1R i`p(. �ry � c ryw � ��IIC_
�/�2� �
C� � Q � � �I� �
<n G��`W b+ �: ��
� N.�. �lr�'�' va �'� y+.��l I ja�0
V� 3.� '� .��`�1� ��.:�C��l
f[SiZd
� ��
�', ry , �� R�
� �
� ti � � � � � �
2+00 3+00 4+00
OUTFALL PIPE PROFILE
scale date
hor
NA ��Z1�2OZG
vert
NA
�
��
,�
r�
n
teague nall & perkins
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210
940.383.4177 ph 940.383.8026 fx
TBPE Regislralion No. F-230
www.tnpin<.com
�
�
5+00
6+00
City of Fort Worth, Texas
Defenfion Plan Defails for
7+00
Huguley Medical Office Building
�
I
I
i
700
, • �,
•i�i
co-p5
2 oQi
o$
�i
fnp pro�ecf
HWR24425
EXHIBIT
B (2)
,
12" 7HlCK ROCK RlP-RAP �
�� I
I � 6" 7HlCK Bf00/NG
/ EXCAYA7E TO 7HlS UNE & INSTALL FlL7ER FABRIC PER
MANUFAC7URER5 RECOMMENDAIION
FABRIC SHALC BE GEOTEX 1077 OR fOUAL
.
BEDDING GRADA710N
6" IHICKNE55 OF BEDDING
SIfVE SIZf - ,g pASSING
SQUARf MESH
J" 100
1.5" 55 - 100
3/4" 15 - 60
3/8" 5 - 30
No. 4 0 - 70
ROGK RIP RAP DETAIL
N.T.S.
6' YAMfS-PER PLAN
\ \\�--r�_ �C4.
�6�— /`
/3 BARS O `3000 PSI
15' O.GE.W. CONCRE7E
CON7R(X J(kN7S 8 FT. O.0
£XPANSION J(NNIS• 120 FT. MAX
DET�NTION POND FLUh�
IV.T.S.
24' SIXJD S00 AROUNO NDNL
R£lNFA4qNG SNALL B£
/3 BARS /2 18' C-C £W
A
6"
���
�8'
s' wnus(irv)
TOf WNl
REINFORpNG SHALL Bf
f3 BARS 9 1B' C-C EW ��
- MATCH CHANNEL SCOPE
-� � l q
� � —
g � 2' TO£ WACC
W
-- I ... .. ..' ,.,,�-_
TYPICAL A(( � _. _ .. .. _. _ o I 6
CO�PNER BARS TOE Wi1LL iv 9fiG710N MA
�
T1(PE 'G' F�ADWALL DETAIL
N.T.S.
scale date .
�o�,= n
NA ��Z1�2OZG
vert �
NA r`
\
FlNISH£D GRADE
PER GRAD/NG PLAN
3' OR T�
OF SLOP£
NtIICHEYER
IS LESS
2s'sixn sw
' 000�0 '
� �00�� =
� - -
'� IT' OP 8'
K AYv�ar
s
aaarcur
�
`�` 1
r
ffiG9�
p���p0� �rxw�eoxiQP m
O
��� �
I I 'e
I I �
run�as
aw�ats,w'�' v,vn,ia�c arvw u�rx eAw i. c�sr ixw rx.ur a outc
wrm a�o' cur ma auh z.wm �w mvwcrr
(ae,�^mo�cv cauvJ a cxnar eo xce,w
36"x36' GATGH BA51N
/ .IJNGTION 80X
N.T.S.
CAST IRON GWA 1f OR
24' SOLID S00 SIXID COY£R FOR
. . JUNCAON BOX ��
���Q��
� ����� � ��
����� �
. . .�. . . ���;;;;,�;��
� I I
.� h
i 3 I I �
'; � � � � "�
`+t � � I I '
aa'
�-.
AIAX 36' ' � � i �/
P/PE ��
_ `/ _ ii�o, ��
1 l/1'
�n� FEANRES
BROOKS 48x48 -YAR f. CASrIRON FRAM£ k GRAIE
48 ✓ARIABLE DEP7H CATCH BASYN YfC 50'x50"
50'x50° CAST IRON GRA7E 2 SQ00 psi CONCRE7E
(OR APPROlEO EQUAL) .� GRADE 60 REBAR
�F8"x48' .�JNGTION 80X
/ GATGH BA51N
N.T.S.
teague nall & perkins City of Fort Worth, Texas HWR24425
3200 5. Infersfate 35E, Suite 1149 '
De�fo�, Te:a:76210 Detention Plan Details for
940.383.4177ph 940.383.8026fx EXH�B�T
TBPE Regislralion No. F-230 g�3�
www.tnpin<.com Huguley Medical Office Building
,
�-- - ,
� ��, ., - - -__ - _ -_- �� - ---
� y
� —_ _ �� h..� _— — � �— , -
��� ��a�y Bt�. - � �� � � �� �
� �� � - t � -- I� � � �. - ,� —
. �
�,� �-> �,
� F' '- � �c= �,"is _,�� / — - \ �
, .
` �� � / , �"�� ^` r� '
��°"�.`,°�� � � % � �''� -
—� o r -�� 5. � �' .-- -a� ::. � � _ - _—� � , l - - -
�� ` __-== -- -- - ' ,� ;
, � , ,
ti
.� _ . .
� �,�--{- � , . ��, �
_ � --�- _- - =-- � �,
� , � �� _ ; �
s�
, � � �� � v���
�r
, �- � _��,�,� . � ,
_.
, ,
��� � , ,�- --- -,-- ---- _ , , � ;�� � �
. �X'+� ' . . . � � ' � I � I � ,
. �� I �I I �' II
�� � ' I i
� iv,voh[ ` . I I �
_ � \
�":� = � C I
i I i
�O .. ,_ [ I� � i i � � °= i �_
'�I I ' ! ( -'� � _. � a � I �
� �. Q'�. �.i� Iemh[11M' I � . ' � 4_
� �`. .�i � � i y qE i
■ � Y
I�� FI O I I � �I � /I
i I , � � � �� �
���` ,�,��, i_ ii I I�, � � I
� ( � i
� I . ' .�„�,�� _ 'I I Fi � i I '�
-- �i i I �
!�'
, � a , � �,�
,� � ' `
� � '� i � . � � ' �. -. � � � r i� �� 5 ', �� I
, .
� i i �� :� �. - - I � — � � � �� I
� - �-' T
w� �� � �� � = �� - — —'�— "� -- I . -� � � � � ��� I
a I � � , � � � � � � � �I
F��� � '�� _ � �� ��� y�� ��' � i
, I'� ;' a ���'' ��� � - � _ � ��� � ��
� , �� � , � �° � i
o I I \ � � �� -� � �, -- �' i
� I,� � � , �� � i
i
� � �� �� ��-.., . �'. ' _ ___�__� � � � � i I I
.
�� i �' � � � -� �
� � �
- a � � �� � ----
�' �� � �_� �� T � , � � �
' �'�� � �`,, � � ���� �` �� � . '; '�� � �'� �'i '� �
�'
,
�
%
�, �� �_ � � ���
�, � � � — — 1-',,�'ij����
f '
I � � � ���� ��
+ �� io. -- _
� �,
�`I�=
� �.
���
i.,
�
� � ��r —� � —
I' �� % - -
' �
,�
I �
/
'' i /�i� ",� / �` � I
R„� .,� s,�
� �i �� ��
I, --1�---
�,� ��_,�,� , - -
� ,�,�„ , i � � „ ; �
/ ' / �/,� ' � �ij�
I I //p�� �� , I�1�4 ) i
II
� � �/ � /
� �
i �
i � / y� / V
� i /
I
i /
� i �/
� � / /�p � / �� �i����� i � �� �,
i // � / �i%�/ � I,
� i // -
� ��. � �� - I'� �
�� � �
/ ,
� �
� �� i -
i�
� , � � . : �i . � . .
� �
i ,
. I � , . . I i" I��
EROSION CONTROL PLAN
scale date
hor
NA ��Z1�2OZG
vert
NA
��
,�
�`
n
teague nall & perkins
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210
940.383.4177 ph 940.383.8026 fx
TBPE Regislralion No. F-230
www.tnpin<.com
�
fip
0
ILEGEND I
NOTE: � u�.sExc.Frnory
i. co�ucroHre snnu creovos s�Aensio
siE corvsrearvis�nrvo sEauErvcrvc ov o�
carvstreucrory
2. CONTRACTOR SHALL REGAR AND/OR REFLACE
CURB DAIAAGED DURING CONSIRUClION AS
NEEDED.
�°rnu�Eo�"'o�� I ad� o
� � �,w Faaa,�
�P��,���°� o�.a,ti�n����o �M�a��,
STABILIZED CONSTRUCTION EXIT
N r s e Posr Musr a� aeooeos ou�Huou
sE..�� s�. FE��E
.
� . HFMiNja�c
� � � iui"cvaiNol mrewnvrc
F �W — . .. ' �r xarriu
6 �� mcar.w �eacrnu e cwvnc2o)
SILT FENCE
N.T.S.
City of Fort Worth, Texas �np projecf
HWR24425
Erosion Conlrol Plan for
EXHIBIT
Huguley Medical Office Building B(4�
0
scale
horiz
NA
vert
NA
\
\ I
� I
�I
II
Ii
r I'
a
�'. i
� !. �
`� T I
w
a �i
� T�
m II
ti ,
� ', ��
y �I
: �
g ' i
� i
� I
� i
I��
k
���
I
I, I
I
I
I
I /
I
I
date .
,,z,,zoZb n
-`
� I .. - ua�a�� ✓1 \
li /�
GRADING PLAN
teague nall & perkins
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210
940.383.4177 ph 940.383.8026 fx
TBPE Regislralion No. F-230
www.tnpin<.com
��,�-------
°�"�
�w. -,
�„ ..,,"r'L - _ _ - _
: I�-
IIy� I
I. I Il
�III��w. � �.
I fl O� '
A� k s �
� x6 i
� P=
q_ I
I $ �
Fl
I.' II
� �
li I
�
� �� �I
I
�� I
.� IhS-l---_
�P
�
I� - I ---
I --T f I I II
V- 1__`IIII
3 I I ' III
d �
�
�^
_ I',
I IV
4'
�
0
p GRAPHIC SCApLE 60
LEGENU �snxc
� vacwa wn
____ �wu�N[�
GRADING NOTES
,���nmo�`������µ.�°'��s� o�,„s � �a�Ea�o�
�,��. ���ss^��M���� �u���a���,� ��a
.
City of Fort Worth, Texas �np projecf
HWR24425
Grading Plan for
EXHIBIT
Huguley Medical Office Building B(5�
�
�_��_ `- - —_- ..... . . . . . _-__ __ �_��� _ � I > - - - �� - -�� -
� \ � � �avc�ary aevn �`" , - � � �.
" ,__ — _ __- __ - .. .i � . .. _
... . . . . . _. .. . m�
4
� � � ___�� — — --
� �..� MEDPARK � — — �
DR.
«o��AE.E P. ���, — � ! i
o — ______ -__�--�� �i�/
.
_ _ _ .
- -��i h --_------------- .. O
� ��=- ------- ------�.�., . � � i
�
_ POND --_-------
�_.._ . - ----------
`: -_ _
�
�
a � O � � D
���� � �
_ _ � � � ��
:��, - \ (� I i �
-;, — \ ('�
� �, PROPOSED SWFMA \ y, { S.
\`,' O��I ��W
� , , Exisnroc swF,u � � ~ p
a�
e
'` � -- -- i �
; � , ; _ _ ��,; 1� � �
� � .::r,+' ;�;�
I���l�'� �,�� m
� � ';: MEDICAL OFFICE ;� �
�� '-'• BUILDING ��_,. �
,,
�'
r' I '' � -r�'' ;
� 'j �f
�w - ' � �,r--r -� { m
�Ao�; ���c
� ,��_ ����:
�� x� ---:-_
� ,,,,,,,;,,,,,
.__
,� -.- ,.,,_
��� �� -----------------_ -----_ ______
� �--r' — —
J L.
N
\ O "
1
�
�
— — — — J� �
S 0 U T H F R E E W A Y
(IH 35W NBFR)
�
�
i
�-
�
scale
hor
NA
vert
NA
�
date .
,z,9,zoz5 n
-`
�
�
teague nall & perkins
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210
940.383.4177 ph 940.383.8026 fx
TBPE Regislralion No. F-230
www.tnpin<.com
��
GRAPHIC SCALE
0 75 150 300
C
GRAPHIC SCALE: 1" = 150'
City of Fort Worth, Texas
ViciniTy Map for
Huguley Medical Office Building
fnp pro�ecf
HWR24425
EXHIBIT
A
,
-�---
�-��T
0 = �,
� � �
_�
���
� ,I�
�� i
DRAINAGE AREA MAP
:J_ _._.._.� _ � � . _
(%1 ti,
�
� ' �
_
�� �
�V� �,
�
���i J I �i \ \ /
��� ��I � �
�� l i'i � ��-
��._��-� -�/� ff�
W, �� g� \ � �c►
� �� i��� J�
�I � �I re. -�.�' �+� �
�� � �i � i I I I I V 4a,�+ �
//� / / \p �q �
� � � � � / / � �'.� -
I Hydrologic Data - Proposed Condnions � � �
Area R�noff TC � ���ensily (in/hr) Oufflows (cfs) Design '
I Basin ID Notes �
� (a�) ��� (mi�) I i� I i5 I i��� � Q� I Q5 I Q���� Poi��i /
, I DA-2o 4.57 072 10 3.89 5.51 976 12.751 18.05� 31.95 DP 2 Dro �s to Pond �
POND DETENTION VOLUME TABLE ��-a�
� �
scale
hor
NA
vert
NA
/� I
u
1�
bll
DETENTION LAYOUT
_ - __ Y�
���
OUTFALL
-_ ,� RATNG CURVE CUMULATIVE STORAGE VOLUME TABLE
�
� Elevationl Flow�<fs) Elevation Cumula[iveStorage�ao-ft) Notes
� iV n (ft) 1-VR � SYR I300-YR (ft) Base 1-VF 5-VR 106YR
\M^ � Multi-or'fice5tructure 653.63 0.0000 0.0000 0.0000 0.0000 OutfallFlowline
� �;� 683 61 -0.52 0 62 -0.62 654.00 0.0018 0.0000 0.0000 0.0000
I�!. � 684.11 -0.57 -0.57 -0.57 655.00 0.0389 0.0000 D.0000 0.0000
�� 684.61 -0.51 -0.57 -0.57 656.00 0.1481 0.0000 D.0000 0.0000
I� �'�.. '� '. 685.11 -0.48 -0.52 -0.52 687.00 0.3260 0.0000 0.0000 0.0000
�;� lii � �� q �' 685.61 -0.45 -0.49 -0.52 658.00 0.5546 0.0000 0.0000 0.0000
�' r.�� iq o_ �, 68611 -OA2 -0.46 -0.49 659.00 0.8366 0.0000 0.0000 0.0000
� �I q a 'I 686.61 -0.43 -0.43 -0.46 690.00 1.1756 0.3390 0.3390 0.0000
� 0. � i 687.11 -0.35 -0.40 -0.43 691.00 1.6355 0.7989 0.7989 0.4598
�i ' A� 687.61 -0.31 -0.36 -0.39 692.00 2.2280 1.3914 1.3914 1.0523
� �� �� 68811 -016 -032 -036 693.00 28968 2.0602 2.0602 1J211
��Iq��l�� i, 6 8 8. 6 1 - 0. 1 9 - 0. 2 7 - 0. 3 1 6 9 3. 5 0 4. 9 4 9 3 4. 1 1 2 8 4. 1 1 2 8 3. 7 7 3 7 T o p o f P o n d
- � 689.11 -0.10 -0.21 -0.27
� � 689.61 0.14 -0.13 -0.21
� yI I �I� 69°.11 °.zz °.11 °.lz EMERGENCY OVERFLOW
I I�,� I ,� I 690.61 0.27 0.20 0.12
°�� eei.ii osz o.ze o.zo CALCULATIONS
� �� , 6 9 1 6 1 0. 6 0 0. 5 5 0. 5 1 3
� 69211 0.78 0.73 0.70 Q-CSBH�(2�
(29. Scfs�=26(B)(7 J �(�
692 61 0.92 0.87 0.84
I I �a 693.11 1.03 0.99 096 B=1Z5� Min. EmergenCy Wei� LenCJfh
i , fc+�maqta�tal �
�i i �� �\I � 693.50 1.11 1.07 1.04
�
� �
� �
� �
�g
� i� �
fl \
�� J
i
�L
i
/ ��
i
\ I -.
�� (Qry
a" __
POND OUTFALL (NTS)
4" OPoF/CE �
REFERENCE 48 x48"
ELEV-691.11' � ✓UNCTION BOX DETAIL
_ � 18�� RCP OU7FALL PIPE
3" ORIFlCE �
���%%�
iii �iii
FL=683.6Y BOT70M OF POND
Elevabon Area Area Storage Storage Storage Notes ,.,q,�
(ft) (sf) (a<) (acre-ft) (acre-ft) (d) �� ;��, ELEV-683.67' ELEV=69230'
653.61 0.0 0.0000 00000 Q0000 0 OutFallFlowline �i ,��u�x0 \ _i�_
684.00 393.77 0.0090 0.0018 0.0018 77 '� \� ��,
685.00 2839.76 0.0652 0.0371 0.0389 1694 . �. ELEV=692.50�
� � - roo rR wsE� (esz os) �
686.00 6671.66 0.1532 0.1092 0.1481 6449 ��
687.00 8830A5 0.2027 0.1779 0.3260 14200 �� , � -
688.00 11087A2 02545 01286 05546 24159 �� �: � - ������{ ELEV-68420� ELEV-68473'
659.00 13477.36 0.3094 0.2820 O.S366 36942 � / i� 7�T�
� ELEV-68420'
e9o.00 i6oeas o.aes� oss90 i.vse sun / - SECTION B-B
�� � ��
691.00 24000.1 0.5510 0.4598 1.6355 71241 / �
692.00 27618.4 0.6340 0.5925 2.2280 97050 � i . /� � i
693.00 30646.5 0.7035 0.6688 2.8968 126183 � ' ELEV=69350' ELEV=69230�
693.50 326997.1 7.5065 2.0526 4.9493 215593 Top of Pond ELEV 692.50�
DETENTION ROUTING SUMMARY �ao rR wsE� (e92os) �
NorEs
i) 7he proposed detention pond uLlize o mu/ti-orilice openinq to mitigate IRetum Event Pond Inflow allowa6le out Pond outflow 7ailwater Max Pond WSEL Pond Storage �
inc�eoses in runoff during the 1-, 5-, ond 100-YR sto�m euents. me outfoll � (years) (cfs) (cfs) (cFs) (ft) (ft) (ao-ft) � ELEV-683.67'
will (ie in(a fhe existin channel. � 1 13.1 0.30 O.z9 689.28 690.81 0.37
9 ELEV-585.71'
2J See 'Droinoge S(udy �oi Texos Heolth Hugu�ey 4�OB" (7NP; October 2025) I s iss o.aa o.as ea9.9i 6ei.zs o.s1 I $ECTION A-A
� 100 29.8 0.72 0.68 690.37 692.05 1.09 �
date .
,z,9,zoz5 n
r�
, ��;
` ' \i " i' � �� ��� au�-���\
��� /
. ��I� �i � -�� � �
� II ita� i �, ��i ._ i 8 �
. _ � �� ��� _ , �
� r�. i
1�`, y��_� �I � I.� ��
.
teague nall & perkins City of Fort Worth, Texas HWR24425
3200 5. Infersfate 35E, Suite 1149 '
Denton, Texas 76210 DeTenTion Plan for
940.383.4177ph 940.383.8026fx EXH�B�T
TBPE Regislralion No. F-230 B
www.tnpin<.com Huguley Medical Office Building
=_i�
� a_� ----
N ----
C
�" I HUGULEY BLVD. H[1GULEY BLVD.
� aa.�.�� ..,�.�� «o.�.�� ..,,.�
r�+
T
�
--_ ,m
� — — —
— '__—_____—__ _
=__—'__ _—%_�_—___
� � _ /- —__—__—_' .�.� ,�\
� I ,� -- �r.� o� � � ��
^ �
o � vr� � -- - ; � a
N I /^\ //l� � � �
� � �
� I
U
N �
0 � u
�, � _ � .� � � �
v
Q� I
3 � \ MEDICAL OFFICE BUILDING �°°
� � `� ����P�s�
� i/\j � � '�✓ �
� y. —' —
� 6 � I —
� Ul W � � �___—_____" soo
���Tyyy 3 �, � �
N � w �,�-�yl� � � �
/� z �� t =L�M �
� 0 E � �f � f�"�,\
� n7 � � cu. ( __.. 2 y3o
c -.V. 1 —
X _ m �J7
N � � —
�s � � � �
ow �
Q �
;� , � �
o� ,
`'� iU, � M ,. � �� ��
� �
w X i � � .a, ; � � m ��
'� � �
N � � � bo
�X I � �
� w _
N
� �
= r_
/ o
� �
�
U �
� d
�O �
� U
d �
~ J
��
C �
�3 0
p T
�
� J
scale date
horiz
NA 12�9�2OZS
verl
NA
.
_n
r�
teague nall 8� perkins
3200 S. In�ers�a�e 35E, Sui�e 1149
Denlon, Texas 76�10
940.383.4177 ph 940.383.8076 Fx
TBPE Regisfrafion No. F-230
www.lnpinc.com
m
%v
�a
� `a
,a
��
�
,
i
�—
y
LEGEND
� - SOD
� - SHRUB BED
� - DECOMPOSED
GRANITE
LITY OF FORT WORTH
TE%ASHEALTHHUGULEYMOB
GROSS SRE PREA
BUILOINGPAFA
NET SRE PREA
TOTPL REpUIREO WJ�SCPPE MEA
(10°/4 �. T 7EARENI
SHR 1�
ONE 3 G4LON NATNE SHRUB PER 15 S�UPRE FEET
sREo��REo��FRo�.r�o
��`�� ����b�`b���� M.�o
�����������,���rn�or����o��FROM.�o
TOTPL GREEN SPACE (SOD AND SHRUB BE�51 PRONDED
3+ SBSF
SF
290501 SF
]9 J50 SF
39J EH
�,s EA
sF
���sF
adss9 sF
1at,5q95F
Cify of Forf Worth, Texas �"P PfO�et1
H W R24425
Landscape Plan for
EXHIBIT
Huguley Medical Office Building B�� �
.
700
.•�
•:�
�
c�
i�
0
�
scale
hor
NA
vert
NA
�
T
0+00
date
12/9/2025
_
ao m � I wroasn
��
�s�vc �r��l /.�v��v.^r
/ \ � �/
1 � : _ '�- �
l__-�__-� -- ---- --- -- �-- -- ------
'�_ _- ----
., ,� �
, ,
'�, / �
�- � �raaa�-"e� �
1+00
� �
�
� �
� I I
i= � � "
W . I 2 � / W �
, E
� NI��� J/ `�
fX
I'
..' g+ ryl�f � � •
0 � yl'i C , :t�.
4� L
R� �h h� �
�� �� �� �
2+00 3+00 4+00 5+00
OUTFALL PIPE PROFILE
.
_n
-`
teague nall & perkins
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210
940.383.4177 ph 940.383.8026 fx
TBPE Regislralion No. F-230
www.tnpin<.com
I I
I
I
I
i
i
i
i
I
I
I
6+00
7+00
700
.••
•:�
�
ff
i�
��
�
City of Fort Worth, Texas �np pro�ecf
HWR24425
Defenfion Plan Defails for
EXHIBIT
Huguley Medical Office Building B�2�
,
6' YAMfS-PER PLAN
� r<� �
�6�— /`
/3 BARS O `3000 PSI
15' O.GE.W. CONCRE7E
CON7R(X J(kN7S 8 FT. O.0
£XPANSION J(NNIS• 120 FT. MAX
DET�NTION POND FLUh�
IV.T.S.
24' SIXJD S00 AROUNO NDNL
R£lNFA4qNG SNALL B£
/3 BARS /2 18' C-C £W
A
6"
� .�
�g.
s' wnus(irv)
TOf WNl
REINFORpNG SHALL Bf
f3 BARS 9 1B' C-C EW ��
- MATCH CHANNEL SCOPE
-� � l q
� � —
g � 2' TO£ WACC
W
-- I ... .. ..' ,.,,�-_
TYPICAL A(( � _. _ .. .. _. _ o I 6
CO�PNER BARS TOE Wi1LL iv 9fiG710N MA
�
T1(PE 'G' F�ADWALL DETAIL
N.T.S.
scale date .
�o�,= n
NA �Z�9�ZOZS
vert �
NA r`
\
.
FlNISH£D GRADE
PER GRAD/NG PLAN
3' OR T�
OF SLOP£
NtIICHEYER
IS LESS
2s'sixn sw
' 000�0 '
� �00�� =
� - -
'� IT' OP 8'
K AYv�ar
s
aaarcur
�
`�` 1
r
ffiG9�
p���p0� �rxw�eoxiQP m
O
��� �
I I 'e
I I �
run�as
aw�ats,w'�' v,vn,ia�c arvw u�rx eAw i. c�sr ixw rx.ur a outc
wrm a�o' cur ma auh z.wm �w mvwcrr
(ae,�^mo�cv cauvJ a cxnar eo xce,w
36"x36' GATGH BA51N
/ .IJNGTION 80X
N.T.S.
CAST IRON GWA 1f OR
24' SOLID S00 SIXID COY£R FOR
. . JUNCAON BOX ��
���Q��
� ����� � ��
����� �
. . .�. . . ���;;;;,�;��
� I I
.� h
i 3 I I �
'; � � � � "�
`+t � � I I '
aa'
�-.
AIAX 36' ' � � i �/
P/PE ��
_ `/ _ ii�o, ��
1 l/1'
�n� FEANRES
BROOKS 48x48 -YAR f. CASrIRON FRAM£ k GRAIE
48 ✓ARIABLE DEP7H CATCH BASYN YfC 50'x50"
50'x50° CAST IRON GRA7E 2 SQ00 psi CONCRE7E
(OR APPROlEO EQUAL) .� GRADE 60 REBAR
�F8"x48' .�JNGTION 80X
/ GATGH BA51N
N.T.S.
teague nall & perkins City of Fort Worth, Texas HWR24425
3200 5. Infersfate 35E, Suite 1149 '
De�fo�, Te:a:76210 Detention Plan Details for
940.383.4177ph 940.383.8026fx EXH�B�T
TBPE Regislralion No. F-230 g�3�
www.tnpin<.com Huguley Medical Office Building
0
I II
� �
�� n Q.
�� -
I I \
�
h I
N I i �
Q � �` �
_ �� �'��
w � ,� ,
w� ,
q �
� � �
� � ��� , � �
� � F �I
� I `,.
� i
, 'i I
� .,
���
�, �
i —�_q�,
, , ,
�,!
�
��
, . �.�.P
,�
���
',�
�
'I
�
,
I �—°,°"
I
i
r--- _
--
v�— �� ------ �-- — -- --- �
4�TM—�— ------ �� � ..� --`--�' = � -- — f--- _��--- �� ----
� �
�`°� AUG�(,EY BLVD �� � \I \ \ � .
�. �.,.�,�� � �
_ — _
�
� \ � &a'aa�KrT� �
�— . " .._ ._—_�.. . '`,.. � �. R �m�v
O� —
� �
�
��ows,"�'"N� � i � � _ . � ��
' "w
�.��, r - -
_ _.�,_ -- .- � ,\ -� ,
-� - T - - --- . ��- -=--=-- -��--�� ,,
�
_ < - � —�-- � � � n ��� � ._ _� - , >, � � ---
� �� - Ma=,� �.
� I �,�, r �- � � -. �,� _ / �,�;
� �� �, ,
R , 9
� �. � � � ����
� �E�,
�
�
i � � , ��
,
�- --- , - -- --
f , - ii � � �I ,V I ',
'�' '� . . . , , . I . � �i �
.,�:� �,, � � � � ,, �, ,, �
, �� � , ��, �� �' ,
� � � �'�� �.°�' i �� � �
L ^ I I �
scale date
hor
NA �Z�9�ZOZS
vert
NA
11. <
�t. T
II �
� _c
8
� �� � � - � �
� � � TM
�,
_ _ A �� ,,,
_ . �� � � � -
1 � � —
0 � � I ^z � �
a i
4;
�.�Q� �.Mli� rmn2cip.v I � p W� I I
�� .o ■ � $
�
I/
�
I i y ',
ImolEtlioV � �I a I �I � "sf� I I ` " I
�
�
i i i I�., ,. �
� _ �,a,�„ �i , , �, , , � ��i �—'�
_ : _ � � � ��' f � .
' �,����� � � , �.
�
� .—�� ��, � / 4,�': II �� �
' __ _ _ i � ' � � �\/� i
� �� �. , �
,
�,��,� '� � 1 ` �� �
� 's � ,_ � o � '
' �� R R � — - � � �,�� i�
- ��,�,�a,� � � - ° �' � � �
1� /� �i
n� � - ' ��
i �
� . _, � '� �, ---
��� �
�.
m���=� �
� �, ��
�
��
,�
�`
n
��o
,�;, � .
� %� , %
,' �, � ,
,
, ,
� , - ,
��� ,
� � i ; , ,
i� - �
� '� , ,
� �
� � � -�
- � � �,
,, , �
, ,�;
. _ , . ' . �.. .
teague nall & perkins
3200 5. Infersfate 35E, Suite 1129
Denton, Texas 76210
940.383.4177 ph 940.383.8026 fx
TBPE Regislralion No. F-230
www.tnpin<.com
� ���; �,
� ; �����
, �i �
: � ,,���� � ���
� � �'�- �- =-
�� �
,,,�—r,—__
, ;�
,�'��-�� �
I�
-�1--
, �,
I�,
4'
Qp
,o _ _ =� so
ILEGEND �
�
NOTE:
1. CONiRACTOR SHALL PROVDE STABILIZEO
CONSiRUC110N E%IT RS NECESSARY BASE� ON
SItE CONSiRANiS AN� SEOl1ENCNG OF
corvsmucnoN
2 CONTftACTOR SHALL REPAIR AND/�OR REPLACE
NEE�EDA�AGE� �URNG CONSIRUC
ACCESS �RU� 0 SM�E FOVowaY �
acrrss aona II � �
N W
sEaM�' a«�° o°�� �,��'A o,�,' oE ��F C�p,o"�,°
STqBILIZED CON�STRUCaIONEE ooToMNMVM
d!f 4
�R� M�"a`�`,��R��nE�E
�
,
� � fi� � ��a
, �� ���«��«��,P.��o,
- � � � �� SILT FENCE
N.T.S.
City of Fort Worth, Texas
Erosion Conlrol Plan for
Huguley Medical Office Building
.
fnp pro�ecf
HWR24425
EXHIBIT
B (4)
,
� i � .�'►.�"'�' .
R�-r �r � � ' ������� ��� �. � •�'����`*�� �
\ L, �, ` �. � �,� ����I� �` �,�
� �:. � -�,
� ���r��/� � ���, �°; �' .._� �' .'� ���1111
� �
�I d
� I.
I I
5� � '
�I
�. '
a (,
� �'
w T,Iw I
a I
� ir�
� II
� �
o �i'
o I�I
�I '
� ',i
� '�
3 I
��I
I �
�t �
I7 __�
I
i
I
jC
�
I
scale date .
�o�,= n
NA �Z�9�ZOZS
vert �`
NA
\
/
� �
/ �,�
/
//
� mi_"
� �
�
, ���---
�lil
�� � � �i
I
������� i
,i
'' ���: � �
�� �, ��
a
� �.� '�. a o= ' --
$ �; i
I� _���`�� � � ,
4:
� i
W
$
�.. M�..F rzN ,
I�
' II
���:� ���I
, �n
� �� � ������� �
��� r� �
� ��
� �I �I� , �
�
-- I a- �
y�
a
I
_ — I'�! -----_
��
J
� i � ��. ,
� LEGEND
'�. v�rewrossovo�ruVpvnmw
� v� a ca�vr�wa cr aAn
— _ _ u�iAm�[irv[
I�ME�S�RG4:5 n� �B�PvnBtE wm mE
M[SK[rcN'AnoNS�aPIN6Pfto.YG'� ilunSlRMIc�I��O�irvcBE�liI�/0
a �����"„ q`�,E`E°��;;N� °� u`" EW���<,����� a��
oss ucPc rs z:.xa �Hc° x'�w'w�. w c`m a;w�`�'Erz°"�� cu�ca
�
mP
Q
� i ELEI�6836Y ELEV-69230'
� ELEV-692 50'
� �� �I roo re wsEc (esz.as) �
ELEV=684 20' ELEV=684.13'
' °� ELEV=684 20'
— ��-- — — — SECTION B-B
� 'i ��
� �� �' ELEV-69350" ELEV=692.30'
ECEV-692 50'
� �'��' I �ioa rr� wsEc (eszas) �
� II 7
�� ELEV-68361" �
� ELEV-685.71'
. , �i '� SEGTION A-A
� � � �
.
teague nall & perkins City of Fort Worth, Texas HWR24425
3200 5. Infersfate 35E, Suite 1149 '
Denton, Texas 76210 Grading Plan for
940.383.4177ph 940.383.8026fx EXH�B�T
TBPERegislralionNo.F-230 Huguley Medical Office Building B�5�
www.tnpin<.com
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of Apri1 and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
1
F�RT �QRTH Exhibit "D" ° �'
:;rt':�inr:ii
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN ��ormwater
��°:;;� �; �� �:,. ;,;:.�, r
Facility Name:
Basin/Pond Number: Inspected By:
Facility Agreement Number:
Date:
Type of Inspection: Annual , Quarterly , Monthly , Routine , or Storm Event ,(# days since event
Basin Conditions:
1. Is there standing water or wet spots?
2. Does sides or bottom show signs of erosion, settling, cracking, etc?
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?
4. Is there evidence of animal burrowing in dam?
5. Is there evidence of changes in shape or volume of basin?
6. Do vegetated areas need mowing?
7. Are there trees or woody growth in dam?
8. Are there areas that need to be re-vegetated?
9. Is there any accumulation of silt, trash, debris or litter in the basin?
10. Are there any other basin maintenance activities needed?
Structural Components:
1. Are pipes, channels, trash racks, etc. free of obstructions?
2. Are pipes, spillway or trash racks in need of repair?
3. Is the low flow or trickle channel in need of repair?
4. Is the outfall channel in need of repair?
5. Are there any other structural maintenance activities needed?
Plan for correcting deficiencies:
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Signature:
Owner's Representative
Date:
)
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17
F�R�`��RTH��
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: Adventist Health System/Sunbelt, Inc. d/b/a Huguley Memorial Hospital
Subject of the Agreement: New Detention pond with an outfall needed construction of a
a building
M&C Approved by the Council? * Yes ❑ No �
If so, the M&C must be attached to the cont�act.
Is this an Amendment to an Existing contract? Yes ❑ No ❑✓
If so, provide the original contract nu�nber and the ame�d�nent nujnber.
Is the Contract "Permanent"? *Yes ❑✓ No ❑
If unsure, see back page fo� perinane�t contract listing.
Is this entire contract Con�dential? *Yes ❑ No ❑✓ Ifonly specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date: Expiration Date:
If different f�om the approval date. If applicable.
Is a 1295 Form required? * Yes ❑ No 0
*If so, please ensure it is attached to the app�oving M&C or attached to the cont�act.
Project Number: Ifapplicable. SWFMA-25-0093
*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.