HomeMy WebLinkAboutContract 59997Date Received: 8/28/2023 -
Time Received: 8:10 a.m.
Permit No.: SWFMA-23-6035
City Secretary No.: 59997
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 29th day of August
2023 , by and between Campus Industrial Park, LP, 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 a
tract of land situated in the Samuel Woody Survey, Abstract No. 1638, Tarrant County,
Texas according to the deed recorded in Document No. D221375320, 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 Campus Industrial Park Lot 2,
Block 1, 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
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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); 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 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, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure 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.
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
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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, fails 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.
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
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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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 FACILITITY 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 Property 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
i•es.
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 29th day of August
CITY OF FORT WORTH
15�n� Bc�ALuia�
Dana Burghd off (Aug-�5, 2023if:40 CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Aug 25, 2023
2023
LANDOWNER
Campus Industrial Park, LP
a Texas limited partnership
By: Empire Holdings, LLC
a Texas limited liability company
Its: Authorized Signer
By: Bowie Holland
Its: Authorized Signer
Approved as to Form and Legality:
T `2; _ 2 3
Date:
r/lr�
Thomas Royce Hansen,
Assistant City Attorney II
Contract Compliance Manager:
City Attorney's Office
By signing, I acknowledge that I am the
Date: Aug 25, 2023
person responsible for the monitoring
and administration of this contract,
0 9 nnu
p ofFORT��
including ensuring all performance an
ATTEST: °p,°,
reporting requirements.
,�g:2nr�a �II�p nEXA?a4a
Rebecca Diane Owen (Aug 25, 202313:28 CDT)
Jannette S. Goodall
Rebecca Owen
City Secretary
Planning Manager
Date: Aug 28, 2023
Date: Aug 25, 2023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on f 1Mt dlba3 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
"r►"�, BROOKE BONNELL
Notary Public, State of Texas
, V. 0Z Comm. Expires 10.11.2026
�'17,,,,OF Notary ID 134009525
nn„p.
LANDOWNER
STATE OF tOYa S
COUNTY OF I a r►-a, n'T
Notary Public, State of Texas
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appealed '2�()Gjl -; )Itao
(name), r 1 z-,f c a ew- (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 ; L{ � f i'I 4 FaA- ( -ID(entity), a
-Gt �1tN1�C1il�t?,ai�1i1P (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of 20 7i
DUSTY DELANEY Notary Public, tate of
Notary Public
* STATE OF TEXAS
ID# 131769W-8
of My Comm. Dp, Oatoba 23, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/0112022 SN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
J
EXHIBIT "A"
STORM WATER FACILITY MAINTENANCE AGREEMENT
A PART OF A 12.140 ACRES TRACT OF LAND SITUATED IN THE
SAMUEL WOODY SURVEY, ABSTRACT NO. 1638
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
INTERSTATE HIGHWAY 20 CONTROLLED
ACCESS PER STATE 5' SOUTHWESTERN BELL
OF TEXAS STATE TELEPHONE COMPANY
(S.E. LOOP 820) HIGHWAY DEPARTMENT EASEMENT
PLANS (SEZNOTE) VOLUME 5043, PAGE 386
D.R.T.C.T.
(VARIABLE WIDTH RIGHT—OF—WAY)
VOLUME 4727, PAGE 752 CONTROL OF LOT 1, BLOCK 4D.R.T.C.T. AccEss LINE AMPUS BUSINESS PARK
r—UME 388-207, PAGE 100
LOT 1, PARCEL 1 I I PARCEL 2 i �� \ P.R.T.C.T.
BLOCK 1, I
CAMPUS \
BUSINESS TEXAS MIDSTREAM GAS
PARK I I I SERVICES, LLC
VOLUME I 20' PIPELINE EASEMENT
388-92, I I C.C.D. NO. D208443588
PAGE 6 I I D.R.T.C.T
I P.R.T.C.T. I I III \
I � �
TRACT 2
LOT 2, BLOCK 1 I I EXHIBIT C-2
SANITARY SEWER
5' UTILITY EASEMENT CAMPUS INDUSTRIAL PARK I I I EASEMENT AREA
VOLUME 388-92, PAGE 6 C.C.D. NO. D223091702 I I C.0 D. NO. D215039672
P.R.T.0 T. P.R.T.C.T. I I & D215086266
D R T.C.T.
CAMPUS INDUSTRIAL PARK, LLC
C.C.D. NO. D221375320 I I LOT 2—R, BLOCK 4
D.R.T.C.T. III I CAMPUS BUSINESS PARK
I I I CABINET A SLIDE 635 I I
THE LEATHER 10' UTILITY EASEMENT I I
CABINET A, SLIDE 635
FACTORY, L.P. P.R.TC.T. I I 1
TRACT 2 I I I
C.C.D. N0. I 26' EMERGENCY & ACCESS EASEMENT
CAINET
D207267563 I I I P RBT.0 T.A, SLIDE 635
D.R.T.C.T. I I I `---- —�--
I
PARCEL 3 .`
I
--- ----------
5' ONCOR ELECTRIC
DELIVERY COMPANY I I
EASEMENT
CABINET A, SLIDE 12350 I I
P.R.T.C.T. I
LOT 1, BLOCK 3
CAMPUS BUSINESS PARK L
CABINET A, SLIDE 12350
P.R.T.C.T.
Note: Control of Access Line sheet 4a State of
0 200' Texas State Highway Department Project NO
I-820-4(II) 434, Dated 6-17-1969
SCALE FEET
1^= zoo' � DUNAWAY
A metes and bounds description of
even date accompanies this drawing. 550 Balley Avenue • Suite400 • Fort worth, Texas76107
Tel: 817.335.1121
DATE: AUGUST 15, 2023 TEXAS REGISTERED SURVEYING FIRM NO. 10098100
AG S T ER 9
STEPHEN R. GLOSUP
zoo 5570
9pess%()
SUR`�
08/15/2023 PAGE 1 OF 7
DUNAWAY JOB NO. 600.7845.002
EXHIBIT "A"
STORM WATER FACILITY MAINTENANCE AGREEMENT
A PART OF A 12.140 ACRES TRACT OF LAND SI TUA TED IN THE
SAMUEL WOODY SURVEY, ABSTRACT NO. 1638
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
\ POINT OF
COMMENCING FOUND 5/8"
IRON ROD WITH YELLOW
CAP STAMPED "DUNAWAY
\ ASSOC"
LOT 1, BLOCK 1
CAMPUS BUSINESS N27-45'41"E
PARK 41.50'-\
VOLUME 388-92,
PAGE 6 /
P.R.T.C.T.
Slot3
L1OO i
PARCEL 1
S62'23'56'E //V��Rs)�
16.07'
POINT (P,QR (S e
q, e-
BEGINNING
M� 2 Ri A8201,9 <>
yT�/ O OF
�S2
\AI
8
'lee S��ARFR�S
s� FFr
LOT 2, BLOCK 1 'S4
CAMPUS INDUSTRIAL PARK
C.C.D. NO. D223091702
/ P.R.T.C.T.
/ CAMPUS INDUSTRIAL PARK, LLC
C.C.D. NO. D221375320
D.R.T.C.T.
Line Table
Line
gearing
Number
L1
S62.23'56"E
L2
S25'58'45"W
L3
S62'23'56"E
L4
N25-58'45"E
0 40'
SCALE FEET
1 "= 40'
A metes and bounds description of
even date accompanies this drawing
DATE: AUGUST 15, 2023
Distance
12.00'
6.85'
11.53'
6.85'
3 / �
TEXAS MIDSTREAM GAS
/ SERVICES. LLC
/ 20PIPELINE EASEMENT
C.C.D. NO. D208443588
/ D.R.T.C-T
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
TEXAS REGISTERED SURVEYING FIRM NO. 10098100
:Pe
STEPH•�GEN�R. FSG'•FLO�:S9UJ
iPTp
rZ•; p 5570 p;
9yo •• NN•'•�y0
SURD
PAGE
08/15/2023
DUNAWAY JOB NO. B00.7845.002
1
w
EXHIBIT "A "
STORM WATER FACILITY MAINTENANCE AGREEMENT
A PART OF THE SAMUEL WOODY SURVEY, ABSTRACT NO. 1638
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PARCEL 1
PROPERTY DESCRIPTION
BEING a tract of land situated in the Samuel Woody Survey, Abstract No.1638, City of Fort Worth, Tarrant County, Texas, being
a part of Lot 2, Block 1, Campus Industrial Park, an Addition to the City of Fort Worth, according to the plat recorded in County
Clerk's Document Number D223091702, Plat Records, Tarrant County, Texas and being a part of that certain tract of land
described by deed to Campus Industrial Park, LLC, recorded in County Clerk's Document Number D221375320, Deed Records,
Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows:
COMMENCING at a found 5/8" iron rod with a yellow cap stamped "DUNAWAY ASSOC" in the southerly right-of-way line of
Interstate Highway 20 (S.E. Loop 820) (a variable width right-of-way), the northwest corner of said Lot 2, Block 1, Campus
Industrial Park, the northwest corner of said Campus Industrial tract, and the northeast corner of Lot 1, Block 1, Campus
Business Park, an Addition to the City of Fort Worth, according to the plat recorded in Volume 388-92, Page 6, Plat Records,
Tarrant County, Texas;
South 62'23'56" East, with the southerly right-of-way of said Interstate 20, the north line of said Lot 2, Block 1, Campus
Industrial Park, a distance of 16.07 to a point for the POINT OF BEGINNING of the herein described tract;
THENCE South 62'23'56" East, continuing with the southerly right-of-way of said Interstate 20, the north line of said Lot 2,
Block 1, Campus Industrial Park, a distance of 12.00 to a point;
THENCE departing the southerly right-of-way of said Interstate 20, the north line of said Lot 2, Block 1, Campus Industrial Park
and crossing into said Lot 2, Block 1, Campus Industrial Park the following courses and distances;
South 25°58'45" West, a distance of 6.85 feet to a point;
South 62'23'56" East, a distance of 130.72 feet to a point;
South 27'35'27" West, a distance of 41.50 feet to a point;
North 62°23'56" West, a distance of 154.38 feet to a point;
North 27'45'41" East, a distance of 41.50 feet to a point;
South 62°23'56" East, a distance of 11.53 feet to a point;
North 25°58'45" East, a distance of 6.85 feet to the POINT OF BEGINNING and containing a calculated area of 6,486
square feet or 0.148 acres of land.
NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, 4202, based upon
GPS measurements, according to the GPS Reference Network..
A drawing of even date accompanies this metes and bounds description.
DUNAWAY JOB NO. B007845.002 PAGE 3 OF 7
Stepherf R. Glosup
Registered Professional Land Surveyor
Texas Registration No. 5570
srg@dunowoy.com
Date: Auqust 15, 2023
OF
,\P P \ 5 T E R�ti+9
Co W Fo : J'
STEPHEN R.
GLOSUP
DUNAWA 9•�.0 5570oaP,o�
fteese
SUR
550 Balley Avenue • Sulte 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
TEXAS REGISTERED SURVEYING FIRM NO. 10098100
EXHIBIT "A"
PARCEL 1
STORM WATER FACILITY
MAINTENANCE AGREEMENT
A PART OF THE SAMUEL WOODY
SURVEY, ABSTRACT NUMBER 1638
City of Fort Worth, Tarrant County, Texas.
A
EXHIBIT "A "
STORM WATER FACILITY MAINTENANCE AGREEMENT
A PART OF A 12.140 ACRES TRACT OF LAND SITUATED IN THE
SAMUEL WOODY SURVEY, ABSTRACT NO. 1638
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
\ S62'23'56"E
\ 110.19'^
N27'35'27"E / \
41.50' / L
TEXAS MIDSTREAM GAS
/ SERVICES, LLC
E EASEMENT
COC.DIPNOND208443588
D.R.T.0 T
0 100'
SCALE FEET
1 "= 100'
PARCEL 2
�rq iS Tqr�
F N ,
ro�0 £4 t'0'0 �q
L3 ooti))�o
4o
� F
S62\ q t�iNF
F S O
2�Ss3`Y 4,
3jOss. p<q SAr�£oq fg
49 .62' \ 4/0
jFryr
0.471 ACRES
20,528 SQUARE FEET
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
C.C.D. NO. D223091702
P.R.T.C.T.
CAMPUS INDUSTRIAL PARK, LLC,
C.C.D. NO. D22137532C
D.R.T.C.T.
Line Table
Line Bearing Distance
Number
Ll N27'18'09"E 6.85'
L2 S62'23'56"E 12.00'
L3 S27'18'09"W 6.85' I
5' SOUTHWESTERN BELL
TELEPHONE COMPANY
EASEMENT 7,
VOLUME 5043, PAGE 386
D.R.T.C.T.
10' UTILITY EASEMENT /
VOLUME 388-207,
PAGE 1DO /
P.R.T.C.T
LOT 1, BLOCK 4
/ CAMPUS BUSINESS PARK
VOLUME 388-207, PAGE 100
P.R.T.C.T.
D F T \�
POINT OF
COMMENCING
FOUND 1/2"
IRON ROD
Note: Control of Access Line sheet 4a State of
Texas State Highway Department Project NO
1-820-4(11) 434, Dated 6-17-1969
A metes and bounds description of
even date accompanies this drawing.
DATE: AUGUST 15, 2023
1 DUNAWAY
550 Bailey Avenue • SuRe 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
TEXAS REGISTERED SURVEYING FIRM NO. 10098100
/
S27'36'04"W
�6.85'
N62'23'56"W
4.63'
-POINT
OF
BEGINNING
_S27'45'41 "W
41.50'
" F' 66N6ti (�
`�•�G�STfR�•�9
STEPHEN R. GLOSUP
5570 Pv'�
SURv
08/15/2023 PAGE 4 OF 7
DUNAWAY JOB NO. 1300.7845.002
EXHIBIT "A "
STORM WATER FACILITY MAINTENANCE AGREEMENT
A PART OF THE SAMUEL WOODY SURVEY, ABSTRACT NO. 1638
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PARCEL 2
PROPERTY DESCRIPTION
BEING a tract of land situated in the Samuel Woody Survey, Abstract No.1638, City of Fort Worth, Tarrant County, Texas, being
a part of Lot 2, Block 1, Campus Industrial Park, an Addition to the City of Fort Worth, according to the plat recorded in County
Clerk's Document Number D223091702, Plat Records, Tarrant County, Texas and being a part of that certain tract of land
described by deed to Campus Industrial Park, LLC, recorded in County Clerk's Document Number D221375320, Deed Records,
Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows:
COMMENCING at a found 112" iron rod in the southerly right-of-way line of Interstate Highway 20 (S.E. Loop 820) (a variable
width right-of-way), the northeast corner of said Lot 2, Block 1, Campus Industrial Park, the northeast corner of said Campus
Industrial tract, and the northwest corner of Lot 1, Block 4, Campus Business Park, an Addition to the City of Fort Worth,
according to the plat recorded in Volume 388-207, Page 100, Plat Records, Tarrant County, Texas;
South 27*36'04" West, departing the southerly right-of-way of said Interstate 20, with the east line of said Lot 2, Block 1,
Campus Industrial Park, with the west line of said Lot 1, Block 4, Campus Business Park, a distance of 6.85 to a point;
North 62*23'56" West, departing said common line and crossing into said Lot 2, Block 1, Campus Industrial Park, a distance
of 4.63 feet to a point for the POINT OF BEGINNING of the herein described tract;
THENCE South 27*45'41" West, continuing across said Lot 2, Block 1, Campus Industrial Park, a distance of 41.50 feet to a
point;
THENCE North 62*23'56" West, continuing across said Lot 2, Block 1, Campus Industrial Park, a distance of 492.62 feet to a
point;
THENCE North 27°35'27" East, continuing across said Lot 2, Block 1, Campus Industrial Park, a distance of 41.50 feet to a point;
THENCE South 62*23'56" East, continuing across said Lot 2, Block 1, Campus Industrial Park, a distance of 110.19 feet to a
point;
THENCE North 27°18'09" East, continuing across said Lot 2, Block 1, Campus Industrial Park, a distance of 6.85 feet to a point in
the southerly right-of-way of said Interstate 20, the north line of said Lot 2, Block 1, Campus Industrial Park;
THENCE South 62°23'56" East, with the southerly right-of-way of said Interstate 20, the north line of said Lot 2, Block 1,
Campus Industrial Park, a distance of 12.00 feet to a point;
THENCE South 27°18'09" West, departing the southerly right-of-way of said Interstate 20, the north line of said Lot 2, Block 1,
Campus Industrial Park and crossing into said Lot 2, Block 1, Campus Industrial Park, a distance of 6.85 feet to a point;
THENCE South 62'23'56" East, continuing across said Lot 2, Block 1, Campus Industrial Park, a distance of 370.55 feet to the
POINT OF BEGINNING and containing a calculated area of 20,528 square feet or 0.471 acres of land.
NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, 4202. based upon
GPS measurements, according to the GPS Reference Network
A drawing of even date accompanies this metes and bounds description.
DUNAWAY JOB NO. B007845.002
Stephen FR. Glosup �c`. 0 �.� rF
Registered Professional Land Surveyor Q �.• 5 T •� f
o
Texas Registration No. 5570 '��••Fc'e••;,9 I
srg@dunoway.com
Date: Auqust 15, 2023 STEPHEN R. GLP;
OsS�UP
s5570
�ssDUNAWAy 0S"71 , 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
TEXAS REGISTERED SURVEYING FIRM NO. 10098100
PAGE 5 OF 7
EXHIBIT "A"
PARCEL 2
STORM WATER FACILITY
MAINTENANCE AGREEMENT
A PART OF THE SAMUEL WOODY
SURVEY, ABSTRACT NUMBER 1638
City of Fort Worth, Tarrant County, Texas.
EXHIBIT "A "
STORM WATER FACILITY MAINTENANCE AGREEMENT
A PART OF A 12.140 ACRES TRACT OF LAND SITUATED IN THE
SAMUEL WOODY SURVEY, ABSTRACT NO. 1638
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
THE LEATHER
FACTORY, L.P.
TRACT 2
C.C.D. N0.
D207267563
D.R.T.C.T.
POINT
OF
BEGINNING
S62'23'56"E
3.81'
POINT OF
COMMENCING FOUND
5/8' IRON ROD WITH
YELLOW CAP /
STAMPED "DUNAWAY
ASSOC"
V /
0 100'
SCALE FEET
1"= 100'
PARCEL 3
/ �,� LOT 2, BLOCK 1
INDUSTRIAL
�t5`'46a CC.C.DSNO. D223091702K
/ 009 AMPU
0. P.R.T.C.T.
'CAMPUS INDUSTRIAL PARK, LLC
C.C.D. NO. D221375320
N 27*36'14"E D. R. T. C. T.
68.06'
/ S6 . N80'39'27"E 38 �59'45"E
/ 'SS. 79.24' S64'24'53"E
61.32' S59'32'41 "E
9.29'!
N64'S
N25'24'07"E S633' 58 09'
/ 4.34'
435 ACRES
_N27'35'27"E �1./
3.99Al, 62,509 SQUARE FEET /
` ?3561
w h�
5' ONCOR ELECTRIC 9' S62'23'56"E
DELIVERY COMPANY 4.09EASMENT
CABINET A, SLIDE E 2350 S2735'40"W
P.R.r.c.T- \ 67.26'
LOT 1, BLOCK 3
CAMPUS BUSINESS PARK
CABINET A, SLIDE 12350 FOUND 5/8" IRON ROD
P.R.T.C.T. WITH YELLOW CAP / / 26' EMERGENCY &
STAMPED "DUNAWAY / ACCESS EASEMENT
ASSOC" / / CABINET A. SLIDE 635
P.R.T.C.T.
/
/ LOT 2—R, BLOCK 4
10' UTILITY EASEMENT CAMPUS BUSINESS PARK
CABINET A, SLIDE 635 / CABINET A SLIDE 635
P.R.T.C.T. / P.R_T.C.T.
A metes and bounds description of
even date accompanies this drawing
DATE: AUGUST 15, 2023
'` 1�-00800
`Pfes ri -1? Shy
STEPHEN R. GLOSUP
D UNAWAY S � R�
550 Balley Avenue • Suite 400 • Fort Worth, Texas 76107 P GE 6 7
Tel: 817.335.1121 $/1 5/2023
TEXAS REGISTERED SURVEYING FIRM NO. 10098100 DUNAWAY JOB NO. B00.7845.002
D
u
5
EXHIBIT "A "
STORM WATER FACILITY MAINTENANCE AGREEMENT
A PART OF THE SAMUEL WOODY SURVEY, ABSTRACT NO. 1638
CITY OF FORT WORTH, TARRANT COUNTY TEXAS
PARCELS
PROPERTY DESCRIPTION
BEING a tract of land situated in the Samuel Woody Survey, Abstract No.1638, City of Fort Worth, Tarrant County, Texas, being a part of Lot 2,
Block 1, Campus Industrial Park, an Addition to the City of Fort Worth, according to the plat recorded in County Clerk's Document Number
D223091702, Plat Records, Tarrant County, Texas and being a part of that certain tract of land described by deed to Campus Industrial Park,
LLC, recorded in County Clerk's Document Number D221375320, Deed Records, Tarrant County, Texas, (D.R.T.C.T.), said tract of land being
more particularly described by metes and bounds as follows:
COMMENCING at a found 5/8" iron rod with a yellow cap stamped "DUNAWAY ASSOC" in the east line of a tract of land described by deed as
Tract 2 to The Leather Factory, L.P., recorded in County Clerk's Document Number D207267563, (D.R.T.C.T.), the southwest corner of said Lot
2, Block 1, Campus Industrial Park, and the northwest corner of Lot 1, Block 3, Campus Business Park, an Addition to the City of Fort Worth,
according to the plat recorded in Cabinet A, Slide 12350, Plat Records, Tarrant County, Texas;
North 27"35'27" East, with the west line of said lot 2, Block 1, Campus Industrial Park, with the east line of said Tract 2, The Leather
Factory tract, a distance of 3.99 feet to a point;
South 62°23'56" East, departing said common line and crossing into said Lot 2, Block 1, Campus Industrial Park, a distance of 3.81 feet to
a point for the POINT OF BEGINNING of the herein described tract;
THENCE continuing across said Lot 2, Block 1, Campus Industrial Park, the following courses and distances;
North 27°36'14" East, a distance of 68.06 feet to a point;
South 61°5S'52" East, a distance of 98.01 feet to a point;
North 25°24'07" East, a distance of 4.34 feet to a point;
North 80"39'27" East, a distance of 79.24 feet to a point;
North 75'49'45" Fast, a distance of 38.55 feet to a point;
South 64'24'53" East, a distance of 61.32 feet to a point;
South 63°37'01" East, a distance of 193.41 feet to a point;
North 64°55'57" East, a distance of 58.09 feet to a point;
South 59"32'41" East, a distance of 9.29 feet to a point;
South 27°29'59" West, a distance of 129.63 feet to a point;
South 62°23'56" East, a distance of 4.09 feet to a point in the east line of said Lot 2, Block 1, Campus Industrial Park, the west line of Lot
2-R, Block 4, Campus Business Park, an Addition to the City of Fort Worth, according to the plat recorded in Cabinet A, Slide 635, Plat
Records, Tarrant County, Texas;
THENCE South 27*35'40" West, with the east line of said Lot 2, Block 1, Campus Industrial Park, the west line of said Lot 2-R, Block 4, Campus
Business Park, a distance of 67.26 feet to a point;
THENCE North 62"23'56" West, departing the east line of said Lot 2, Block 1, Campus Industrial Park , the west line of said Lot 2-R, Block 4,
Campus Business Park, crossing into said Lot 2, Block 1, Campus Industrial Park, a distance of 493.39 feet to the POINT OF BEGINNING and
containing a calculated area of 62,509 square feet or 1.435 acres of land.
NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, 4202,
based upon GPS measurements, according to the GPS Reference Network.
A drawing of even date accompanies this metes and bounds description.
Stephen R. Glosup 0 F j
Registered Professional Land Surveyor ••••••••• F
FA xSTf •• f
Texas Registration No. 5570 �l••F,c'
srgOadunaway.com C',j�
Date: Auqust 15 2023 STEPHEN R. GLOSUP
DUNAWAY�05S70y..:55..
550 Bailey Avenue • suite 400 • Fort Worth, Texas 76107 S U R `�
Tel: 817.335.1121
TEXAS REGISTERED SURVEYING FIRM NO. 10098100
PAGE 7 OF 7
EXHIBIT "A"
PARCEL 3
STORM WATER FACILITY
MAINTENANCE AGREEMENT
A PART OF THE SAMUEL WOODY
SURVEY, ABSTRACT NUMBER 1638
City of Fort Worth, Tarrant County, Texas.
DUNAWAY JOB NO. B007845.002
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01 /2022 BN
)223091702
VICNl11Y MAV
pet m xl,q
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fJpV YIYIImmLL IAIR ILA YYRAYFy a40.11RL LLl'.RnO OEM WI YYOL'L1R LCaOu
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pNUT I Pe`PI I,OWND om [�LA�ti�ll4Yt 4y81W YfO1� tl�14r11�nv �"Tw ,
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v! A[reny R[aernlia' Lola
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ur Par4 ANr•ry. —
2,�n0 Ac
2 r40 Ac.
,
r ��uGTinw ��
Phl ApprdvY D41e_/,//f/�Rf .___
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Te1URVEINGFI1 •m.s �yy,e
TEXAS REGISTERED SURVEYRJG FIRM NO.1 OO9E1OO n6scr. irkeru aLsam L.sLllLilrt
,
. M�r4mTE
NoN �� n ,near
,wk�l mwN�rl:eelr�e rn er.,. r�eexieae n�n.e d� w.fud. rru>urw �w� �e�.rrr�.
`',.ny*� s we wr4x4a w x rr a rw, Mn4 Ea, vM p w
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Page 6 of 7
- sn�,nir�r,rnr` �,i�.mrw, �ncoot�Ln � en
�i
F.�p,Idreff
�•'.e--PF1TpT1
Fin.. P1YL
of
CAMPUS INDUSTRIAL PARK
LOT 2, BLOCK 1
Ritns VA [n Lhe Rxmu) IlddAy Vllncy. Abstract Na A. Cily of Y-L
MYrU,, Tarrant County, Tess,.
1 lot 12.140 Aeren
This plat — pmpsred In February, 2020
T1115 PLAT FILED IN COUNTY CLERK'S DOCUMENT NO. D_------- DATE:
)223091702
O DUNAWAY
5505ailey Avenue • Suile 400 • fort WaNh, T.s 76107
Tel'. 5173351121
TEXAS REGISTERED SURVEYING FIRM NO 1009810D
Page 7 of 7
`+ `
1aa�I.p
Final Plat
Of
CAMPUS INDUSTRIAL PARK
LOT 2, BLOCK I
SIW°ted In Lb, S-11 Moody Surrey, Abstract No. 1035, Clty of F-L
North, TerranL Counly, T,.- .
1 Lot 12.140 Woe
Tole plat was prepond In February, 2023
THIS PLAT FILED 1N COUNTY CLERK'S DOCUMENT NO. D______ DATE: --------
DEDICATION OF PLAT
STATE OF TEXAS )(
COUNTY OF TARRANT )(
WHEREAS, CAMPUS INDUSTRIAL PARK, LLC, IS THE SOLE OWNER OF THE FOLLOWING DESCRIBED PROPERTY TO
WIT:
PROPERTY DESCRIPTION
BEING a tract of land situated in the Samuel Woody Survey, Abstract No.1638, City of Fort Worth, Tarrant County,
Texas and being all of that certain tract of land described by deed to Campus Industrial Park, LLC, recorded in
County Clerk's Document Number D221375320, Deed Records, Tarrant County, Texas, said tract of land being
more particularly described by metes and bounds as follows:
BEGINNING at a 1/2" iron rod found in the southerly right-of-way line of Interstate Highway 20 (S.E. Loop 820)
(a variable width right-of-way), the northeast corner of said Campus Industrial Park tract, and the northwest
corner of Lot 1, Block 4, Campus Business Park, an Addition to the City of Fort Worth, according to the plat
recorded in Volume 388-207, Page 100, Plat Records, Tarrant County, Texas;
THENCE South 27'36'04" West, with the east line of said Campus Industrial Park tract, with the west line of said
Lot 1, Block 4, Campus Business Park, a passing distance of 200.26 feet the southwest corner of said Lot 1,
Block 4, Campus Business Park, the northwest corner of Lot 2-R, Block 4, Campus Business Park, an Addition
to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 635, Plat Records, Tarrant County,
Texas, continuing with the west line of said of Lot 2-R, Block 4, Campus Business Park, for a total distance of
955.14 feet to a 5/8" iron rod with yellow cap stamped "DUNAWAY ASSOC." (Hereinafter called 5/8" YCIR) found
for the southeast corner of said Campus Industrial Park tract, the most northerly northeast corner of Lot 1,
Block 3, Campus Business Park, an Addition to the City of Fort Worth, according to the plat recorded in Cabinet
A, Slide 12350, Plat Records, Tarrant County, Texas;
THENCE North 62'23'56" West, departing the west line of said of Lot 2-R, Block 4, Campus Business Park, with
the south line of said Campus Industrial Park tract, with the north line of said Lot 1, Block 3, Campus Business
Park, a distance of 497.21 feet to a 5/8" YCIR found for the southwest corner of said Campus Industrial Park
tract, the northwest corner of said Lot 1, Block 3, Campus Business Park and in the east line of that certain
tract of land described as Tract 2, by deed to The Leather Factory, L.P., recorded in County Clerk's Document
Number D207267563, Deed Records, Tarrant County, Texas;
THENCE North 27'35'27" East, departing the north line of said Lot 1, Block 3, Campus Business Park, west a west
line of said Campus Industrial Park tract, with the east line of said Tract 2, The Leather Factory tract, a
distance of 654.92 feet to a 5/8" YCIR found, the northwest corner of said Tract 2, The Leather Factory tract;
THENCE North 62'23'56" West, continuing with a westerly line of said Campus Industrial Park tract, with the north
line of said Tract 2, The Leather Factory tract, a distance of 179.88 feet to a 5/8" YCIR found for the most
northerly southwest corner of said Campus Industrial Park tract, the southeast corner of Lot 1. Block 1, Campus
Business Park, an Addition to the City of Fort Worth, according to the plat recorded in Volume 388-92, Page 6,
Plat Records, Tarrant County, Texas;
THENCE North 27'45'41" East, departing the north line of said Tract 2, The Leather Factory tract, continuing with
a westerly line of said Campus Industrial Park tract, with the east line of said Lot 1. Block 1, Campus Business
Park, a distance of 300.22 feet to a 5/8" YCIR found in the southerly right-of-way line of said Interstate
Highway 20 (S.E. Loop 820), the northwest corner of said Campus Industrial Park tract, the northeast corner of
said Lot 1. Block 1, Campus Business Park;
THENCE South 62'23'56" East, departing the east line of said Lot 1. Block 1, Campus Business Park, with the
north line of said Campus Industrial Park tract, with the southerly right-of-way line of said Interstate Highway 20
(S.E. Loop 820), a distance of 676.37 feet to the POINT OF BEGINNING and containing a calculated area of
528,856 square feet or 12,140 acres of land.
NAWAYDU
b
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1 121
TEXAS REGISTERED SURVEYING FIRM NO. 10098100
F
INSTERSTATE HIGHWAY 20
-OP-A; DRAINAGE AREAS A+6 (S.E. LOOP 820)
EXISTING 100-YR 0 = 20.2 CFS (VARIABLE YADTH RIGHT-OF-WAY)
4727. PACE
PROPOSED 100- YR 0 = 36.4 CFS EX STORM SYSTEM VOLUME D R.T.C.T. 752
ULTIMATE 100-YR Q = 40.7 CFS ASPHALT PAVEMENT
TXDOT DESIGN CAP = 40.9 CFS TADO T / CITY PROJECT NO.
8-13-110—PART1
�OSAZ
r
\\—SWMA BOUNDARY rT
)A -A
ac.
i j� � fi -
e,
I!� 9j _� � . ,r
�os-i
POW c
DA-B
4@
DP—C.• DIVERTED TO DP A
EXISTING 100-YR 0 = 3.5 CFSA
PROPOSED 100—YR Q = 0 CFS
ULTIMATE 100—YR 0 = 0 CFS
----------- T N --T— I— -j—
L
MAI
1.66 oc.
MATCH LINE NEXT SHEET
A'wDUNAWAY EXHIBIT "B"'
550 Bailey Avenue - Suite 400 - Fod Woft, Texas 76107 LOT 2, BLOCK 1
Tel: 81 7.&M. 1121 CAMPUS INDUSTRIAL PARK
(TX REG. F-1 11 4j
1
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
MATCH LINE
a]
os-nz
1.89 ac_
SWMA BOUNDARY p/1,11
--EX STORM CHANNEL
C/TY PROJECT NO.
193 W-0530
III /
�f / —OP-0: EXISTING 100— YR 0 = 29.2 CFS
�692�J PROPOSED 100—YR 0 = 29.2 CFS
UL77MATE 100—YR 0 = 29.2 CFS
1 -
EXHIBIT V
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
❑
a
x
a
J
r:
ENFR MANAGEMENT, LLC - RIVERSIDE SUBDIVISION -
RATIONAL METHOD RUNOFF CALCULATIONS
Pervious
Impervious
Gravel
Industrial
Pond
I Weighted
Tc
11
01
15
Q5
1100
Q100
AREA NAME
AREA (ac.)
COMMENTS
0.3
0.9
0.56
0.08
0.9
C
I
(min)
(inlilr)
(cfs)
(inlhr)
(cfs)
(inR1r)
(cfs)
1
2
23
2c
2b
2e
2d
I 2m
3
6
7
a
9
12
13
14
Runoff Data
Ex DA-A
2.63
2.63
030
20.00
2.82
223
4.23
334
7.05
5.56
To DP -A
Ex DA-B
2.33
2.33
030
20.00
282
1.97
4.23
2.96
7.05
4.92
To DP-6
Ex DA-C
1.65
1.65
0.30
2000
2.82
140
4.23
2.10
7.05
349
To DP-C
Ex DA-D
5.51
5.51
0.30
2000
262
467
423
700
705
11.65
To DP-D
Ex Offsite Al
1.66
104
0.61
0.40
20.00
2.82
185
423
2.78
705
462
To DP -A
Ex Offsite A2
0.31
031
0.90
1000
4.06
113
574
1.60
924
258
To DP -A
Ex Offsite 131
0.30
0.30
090
1000
406
1.10
574
155
9.24
250
To DP-6
Ex Offsite Of
0.60
0.31
0.29
0.43
20.00
2.82
0.72
423
1 08
705
160
To DP-D
Ex Offslte D2
1.89
189 I
0.90
10.00
406
691
574
9.77
9.24
1572
To DP-D
Prop DA-A
1 22
0.30
0.81 I
012
075
10.00
4.0E
371
5.74
525
924
8.46
100-yr Detained Q = 2 3 cfs to DP -A
Prop_DA-B
536
1.02
3.99
0.35
079
10.00
406
17 10
574
24.18
924
3893
100-yr Detained Q = 24.3 cts to DP-0
Prop DAL
0.00
1000
-
-
-
Prop_DA-0
5.54
0.74
4.25
055
082
10.00
406
18.42
574
26.06
924
4194
100-yr Detained 0 =13.4 cfsto DP-D
Ex Offsite At
1.66
1.04
0.61
040
20.00
2.82
185
423
2.78
7-05
4.62
To OP -A
Ex OfNte A2
0.31
0.31
0.90
10.00
4.06
1.13
574
1.60
9.24
258
To DP -A
Ex Offsite B1
0.30
0.30
090
10.00
406
1 10
5.74
1.55
924
2.50
To DP-B
Ex Obte 01
060
0.31
029
0.43
20.00
282
072
423
1.08
705
180
To OP-D
Ex Offsite D2
1.89
1.89
090
1000
406
6.91
574
9.77
9 24
15.72
To OP-D
Prop DAA
1.22
030
0.61
012
0.75
10.00
406
371
574
525
9.24
8.46
100-yr Detained Q = 2 3 cfsto DP -A
Prop_DA-B
5.36
1.02
399
035
0.79
10.00
4.06
1710
574
24.18
9.24
3893
100-yrDetalnedQ=24.3cfs toDP-B
Prop_DA-C
0.00
I
10.00
-
-
Prop DA-0
5.54
0.74
4.25 I
055
0.82
10.00
406
1842
5.74
26.06
924
4194
100-yrDetained Q=13,4cfs toDP-D
UK Ofisite At
1.66
I
1.66 I
0.88
10.00
406
593
574
8.39
924
13.50
Given a portion of SD capacity. Direct outfall to DP -A
Utt Olfsite A2
0.31
0.31 I
I
0.90
1000
406
1.13
574
1.60
924
2.58
To DP -A
Ull Offsite 131
0.30
0.30 I
I
0.90
10.00
4.0E
110
574
1.55
924
250
To DP-B
Utt Offsite D1
0.60
0.60
0.880
1000
4.06
2.14
574
3.03
924
4.88
Routed lo Detenflon Pond D
Ult Offsite D2
1.89
189
0.90
10.00
406
6.91
574
977
9.24
15.72
To DP-D
Rainfall intentisites from NCTCOG 2014 Hydrology Manual Table 515
Tarrant County Rainfall Data
� DUNAWAY
550 Bailey Avenue • Suite 400 • Fort Worth. Texas 76107
Tel: 817.335.1121
(TXREG. F-11141
EXHIBIT 'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
STA 0+04.40 - SO OU7 Ar_L 1
CONNECT TO BACK OF
EXISTING CURB INLET
FL 24" IN = 655.21 SW
N 6928619.24
E 2338682.93
20.77 LF 24" HDPE
SO OUTFALL 1
STA 0+25,17 - SD OUTFALL 1'
a
STA 0+00.00 - SO 2
CONST 18"X18" 90' TEE
FL 18" IN = 685.35 NW
FL 24" IN = 685.35 SW
FL 24" OUT = 685.35 NE -
N 6928600.57
E 2338673.83,
8.15 LF 24" HDPE,
�•
SO OUTFALL I
STA 0+33.32 - SO OUTFALL I
CONST 24" CONCRETE HEADWALL
WITH 45' FLARED WINGS PER
TXDOT DETAIL CH-FW-O
--
ATTACH ORIFICE PLATE TO FRONT
OF HDWL PER DETAILS THIS SHEET
FL 24" OUT = 685.40 NE
N 6928593.25
E 2338670.26,
i
18" HOPE
SO 2
18" HDPE -
SO 3
EX FIBER OPTIC,
TELEPHONE, &
ELECTRICAL LINES
TO BE RELOCATED
1
FR9
'145' EMERGENCY OVERFLOx'
690 68B - -
687 'f
_
15.00Z
r+GD
ACCESS-- --1+p7
68RAMP,
2! - -- .
1'W X 3' e�ee�eeMe4MeeN 41Me
N GABION BASKET Q J
WALLS S'NFMA BOUNDARY
_9909909! 4 e�e�e OR M4N
PROPOSED DETENTION POND 1
TOP OF GABION WALL ELEV = 690.0 - 691.0
BOTTOM OF GABION WALL ELEV = 688.70
BOTTOM OF POND ELEV = 685.4 - 686.0
100 YR WS£ - 690.0 FT II'
EMERGENCY OVERFLOW WSE = 690.08 FT uu
100YR0,,= 8.5CFS
too YR Qa7T = 2.3 CFS
100 YR STORAGE = 0.27 AC -FT
FF=692.00
BUILDING II
A L_ 0
Preproject Conditions
Post -Project Conditions
Pond A - Stage
- Storage - Flow Curve
Drainage Area 263 Ac
Drainage Area
122 Ad
C 030
C
075
Conic
Te 20 00 MIn
Tc
10 00 Mn
Pond Elev (FT)
Area (AC)
Area (SF)
Vol (Cf)
Vol(Ac-FT)
Outfall (ds)
EXHIBIT' B'
I
685.4
0.0000
0
0
O.Oo
0.00
LOT 2 BLOCK 1
Return Slonn I, inlhr Qa, cls
I , Yr 2 31
I Return Storm
I , r Y
I, INhr
4 060
op. crs
3 7,
685.5
0.0030
131
4
ROD
0.34
231
Syr
1
CAMPUS INDUSTRIAL PARK
i ,00Yr i - 231
1100Yr
9244 I
846
686.5
0.0296
1,289
752
0.02
11.13
687.0
0.0411
1,791
1,522
0.03
1.36
Modified Rational Parameters for Tarrant County
687.5
0.0543
2,364
2,560
0.06
1.56
Td
Wrekn P180
PTd
vmax
6880
0.0674
2,937
3,885
0,09
1.73
,ftz-
1'DUNAWA
Return Vr a 0 mn
1Yr k`�835 13425 1e50
I 170810 19435 31 Bd
c1 in
107340 177
29L 295
in
091
174
cr
208782
496368
688.5
689.0
0.0843
0.0924
3,671
4,026
5,537
7,499
0.13
0.17
1.89
2.04
Syr
1 100 Yr 322 070 24 3n0 54 49
80
7.74393 544
371
11 358 05
689.5
0.0947
4,124
9,537
0.22
2.18
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Detaining 100-yr event back to T>S10T design 10-yrstorm event Downstream So system designed to handle other
storm events
690.0
0.0969
4,221
11,623
0.27
2.31
Tel:817.335.1121
'Pond A=26ct,Pond 6=239cfs=267cis
690.5
0.0993
4,327
13,760
0.32
2.43
(TXREG. F-1114)
6910
0.1017
4,432
15,949
0.37
2.54
a
a
w
O
J
d
POND AAND
TXDOT SD OUTFALL 1
POND A
SECTION A -A
705
705
705
705
-4 ,
PROFILE SCALE
...
:
HOWL,
VEWT
Q
Oy
7"=4'
t<�Z�W
700
700
700
700
b
BiV�li4��
O
hb
h tci
No
p�
I
2m�`a
�OJ II
ppa��lo 11
Qh II Ilti
u�tl
ry� ���W�ti
+>U
+ II
L+��?
g�??0oY�Y�'
695
yT�....Q
1.. � v �
►Q..tl O�ICE
695
695
695
�,,,�
¢ O
(X
OL
V1U �
vC) $ �`
y
WALL, 1P.
�EX/S77NGROUND
/
100-YR'
W
690
z
/ 100-YR = 690.0
! 690
690
g . 690
try
BOT OM OF
0,52�
GABICV WALL
ELEV = 588.70
685
Iq
685
685
685
I
PROP D GROUND
`O 24
o�
�Ex
HOPE ASTM F2648
1
EX 10" G
FIBER OPTIC, TELEPHONE, &
S
I680
680
ELECIRICAL
LINES TV BE RELOCAL
680
680
a
a �
675 1 t lc� k
-0+50 0+00 0+50 1+00
A%z DUNAWAY
550 Balley Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
II
675 675 675
1+50 2+00 1 0+00 0+41
146 -{TOP OF POND = 691.00
�� I EMERGENCY OVERFLOW
I ELEVATION = 690.00
------------
VARIABLE HEIGHT
GABION WALLS 100-yr DESIGN Q = 8.50 CFS
EMERGENCY OVERFLOW
NOT TO SCALE
J" DIA THREADED
ROD, STAINLESS
%STEELL
N
PROVIDE SEALANT ALONG
EDGE BETWEEN 24" PIPE
AND ORIFICE PLATE
r 3"TEEt STAIPLATENLESS
l S
0
DRILL AND EPDXY
WITH AC100 GOLD �P4" CULVERT FL = 685.42
OR APPROVED
EQUAL 6.40" ORIFICE FL = 685.42
OUTFALL STRUCTURE DETAIL
NOT TO SCALE
EXHIBIT'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
STA 0+04.20 - SO
CONNECT TC
EXISTING C
FL 24" IN =
N 6
E:
28.22 LF 2
SO 01
STA 0+32,42 - SD OUTFALL 2
CONST 24" CONCRETE HEADWALL
WITH 45' FLARED WINGS PER
TXDOT DETAIL CH-FW-O
ATTACH ORIFICE PLATE TO FRONT
OF HDB2 PER DETAILS THIS SHEET
FL 24" OUT = 666.28 NE
N 692846756
E 2330PIZZ5
EX FIBER OPTIC,
TELEPHONE, & o
ELECTRICAL LINES } 1' CONCRETE WALLS
SNF1/A BDGtIgARY TO BE RELOCATED $�E TXDOT PW DETAIL
�US. EMERGENCY OVERFLOW — q
689 — — �
668 v �I
5. 1OOR
layi �✓<ci0�
RAMPRAMP
I II
692 689
v /
Q GABION BASKET
ET
W If
FF=692 80
BUILDING
c
W
z
2
u
a
�DUNAWAY
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG, F-1114)
STA 1+26.21 - SO OUTFALL 2
CONST 3' BOX CONCRETE HEADWALL
W17H PARALLEL WINGS PER
TXDOT DETAIL PW
PROVIDE 5.6 SO FT OF
ROCK RIP RAP UPSTREAM
FL 4'x3' OUT = 686.74 NW
N 6928418.66
E 233M981.59
"[OI CM{:/IVGIIV/ VYLIVL /I' •
l
689 ir
11/
688
1+00 O.58 687
2+00
=S9F—
—�• � --tea a.z�' :t-�
. .... .; LW•.
STA 0+83.59 - 50 OWF'AU 2 -
PROPOSED DETENTION POND 2
CONST 3' BOX CONCRETE HEADWALL
TOP OF GABION WALL EL£V = 691.0 - 692.0
W7774 PARALLEL WINGS PER =T-�
BOTTOM OF GABION WALL EL£V = 689.70 'Rm
TXDOT DETAIL PW
BOTTOM OF POND ELEV = 686.28 - 688.0
PROVIDE 5.6 SO FT OF
100 YR WSE = 690.8 FT
ROCK RIP RAP DOWNSTREAM
EMERGENCY OVERFLOW WSE = 691.20 FT
DO1VNS7REAM VEL = 1.6 FPS
100 YR 01N = 38.9 CFS
FL 4'x3' IN = 686.53 SE
100 YR Dour = 24.1 CFS
N 69284J8.50
100 YR STORAGE = 0.73 AC -FT
.E 233894J.64 .I
I
3-00 15. 00%
�- — — — — F— — — — —
A—o�
CC�S,S
am 1'1V X 3HJ
GABION BASKET N \`
WALLS SNFII/A BOUNDARY
�e
FF=693.00
BUILDING
B
I �
EXHIBIT'B'
D
A
2
LOT Z BLOCK 1
CAMPUS INDUSTRIAL PARK
9
m
705
L
X
w
700
a
v
L
v
> 695
o -
0
0
0
G
�690
s
m
0
0
0
v
� 665
k
t7
x
a 680
w
J
u"
a
in
of
H 675
POND B AND
TXDOT SD OUTFALL 1
N
W �
Z; to i w
N�:1 III aVQ
oI vZ
�j IL �l0
�Wt
2 VIA
to
t"Q�
a:
2�y0.y��ra
-
���Q trK ����oli '' 3tiairti
\ too-W\. / 100-)R
Z� JM =1. _ _ t: = �f0
oyu,c
r (2) B xX
®p.sox n.sas
q'.50% I PROWOJ S£D Gf�(/ND
J-66 0 R/PC
EfO
24= N PE AS TM F2648 69 0.99.Z AT CL OF PIP
EX Ff R OPTIC, TELEPHONE, &
ELEC771CAL LINES TO BE RELOCATE)
£X 10 GAS
r n u u r
rJ J
-0+50 0+00 0+50 1+00 1+50 2+00
21111
iW
DUNAWAY
550 Batley Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
705
O pp I PROFILE SCALE
HORIZ: 1" = 40'
Wes, 00 a !I VERT: 1" =4'
+bM y+r 700
tn`-.ucn 4i to W
a4.a lid
695
) 690
9
1 507
685
680
675
3+50 4+00 4+50
Prepro)ectConditions
Pos."itaCondItIom
Oralnme Area 233 AC
mina, Area 536Ac
C 030
c 079
Tc 200D Min
Tc 1000M1,
Relum Stomr
I, Inlnr
11.ds
1Retum 910rm
I,InOrr
00. ds
IT 10
I 1 Yr
d O60
17.10
I 5Yr
2410
1 5Yr
1743
24111
I the Yr
-
2435
100Yr 1 9,244
3893
Modified Ratlonal Parameters for
Tarrant County
Td Vp4- P180 PTd Vnsx
Reium,Yr a b
inn d n n cf
111 95835 13425
1175 14463 177 074 34787
5" 170 810 19 435
1457 66457 2 % 120 164080
100 Yr 322070 24388
2773 15.73050 544 270 3080646
' Detai mg 100-y evert beckto TiOCT design
16yr stormmrt Dowr4dm n SD soomdesigied to hendle then slam events
' Pond A= 2 B ds 4 Pond B = 23 9 cfs = 26 7 ds (TA)OT 10-y Storm event per plans WIR204(195)438 Cmud S 13110)
Pond B - Stage - Storage - Flow Curve
Conic
Area (AC)
Area (SF)
Vol (CF)
Vol(Ac-FT)
Outfall Ids)
686.3
0.0000
0
0
0.00
0.00
686.5
0.0072
314
28
0.00
5.07
687.0
0.0252
1,097
380
0.01
9.49
687.5
0.0777
3,384
1,498
0.03
12.43
688.0
0.1302
5,671
3,761
0.09
14.79
688.5
0.1690
7,362
7,019
0.16
16.83
689.0
0.2078
9,052
11,122
0.26
18.64
689.5
0.2540
11,066
16,151
0.37
20-30
690.0
0.2754
11,996
22,025
0.51
21.83
690.5
0.2799
12,193
28,072
0.64
23.25
690.8
0.2826
12,312
31,748
0.73
24.07
691.0
0.2845
IZ391
34,218
0.79
24.60
6915
0.2916
IZ70D
40,491
0.93
25.87
692.0
0.2987
13,010
46,919
L08
26.85
EXHIBIT 'B'
L 0 T 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
POND
B
POND
B
SECTION
A -A
SECTION
B-B
705 705
700 I 1 700
695
695
[WALL.
DD-YR
WSF
690.8
i
690
=
690
80T7,0M
OF
GABIGW
WALL
ELEV =
689.70
685
685
680
680
67S
675
0+00 0+41
PROFILE SCALE
HORIZ: 1"=40' 705 705
VERT: 1" = 4'
700 I 700
695 695
GA8
WALL. �TYP.
100-YR
i wsFa'
246,
A%c DUNAWAY
550 Bailey Avenue " Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
690 690
8D OM OF
GAB1 WALL
ELEV = 689.70
685 685
680 680
675 675
0+00 0+41
}" DIA THREADED'
ROD, STAINLESS
STEEL
DRILL AND EPDXY1
WITH AC100 GOLD
OR APPROVED
EOUAL
PROVIDE SEALANT ALONG
EDGE BETWEEN 24' PIPE
AND ORIFICE PLATE
[J" STAINLESS
STEEL PLATE
`24" CULVERT FL = 686.27
20.79" ORIFICE FL = 686.27
OUTFALL STRUCTURE DETAIL
NOT TO SCALE
155.5' �-�TOP OF POND = 692.00
r
I I &WEVERGpNr>O 9RF00W
1.
------L-
VARIABLE HEIGHT 100-yr DESIGN 0 = 40.0 CFS
RETAINING WALLS
EMERGENCY OVERFLOW
NOT TO SCALE
EXHIBIT 'B'
LOT 2, BLOCK I
CAMPUS INDUSTRIAL PARK
C
LP
II
SWFMA BOUNDARY Q
FIX
J I VERTICAL CONCRETE WALL
I AAA
FL = 687.1
ZE 6' CONCRETE PILOT CHANNEL
0+00 i 1+00
I ,
REPLACE 55 LF EXISTING CHAIN
LINK FENCE Wl774 WROUGHT
IRON FENCE ALONG LEVEL
SPREADER
PROVIDE 378 SO FT ,
ROCK RIP RAP
CONSTRUCT 55 LF LEVEL SPREADER
CAST IN PLACE CONCRETE (3'X55 X6) N o
100—YR WATER DEPTH = 0.19'
100—YR VELOCITY = 1.30 FP B ',
II '\-CONST OU7FALL WEIR
SEE DETAILS THIS SHEET
III 1' 1'W X f4.GA$ION BASKETS
\-S LF FLUME Q
® 13.96% SLOPE
\-18" HOPE
i
;
I
SD 5
r.
Lea b 1
t
I
— -- -- -- -- -- "—
EXISTING CHANNEL!
CITY PLANS W-0530
I'
V— —
IW=691—R•
7/ NIMw LIMITS
I
/ WITH 1' FREEBOARD
I
I
/
1
I
\SWVA
l
/ BOUNDARY
BUILDING
E
FF=697 60
211110
Awz DUNAWAY
550 Baliey Avenue a Sulte 4OO a Fort worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
45' EMERGENCY OVERFLOW
TOP OF POND =
893 00------------------ --
_F, 692.50 WSEL v
EMERGENCYOVERFL—
692,00OW = �_
9200
WEIR WALL
IDOL- YR DESIGN WCR FL = 689.03
0 = 46.8 CFS f `
Z1 CAST IN PLACE CONCRETE
55 LF LEVEL FLOW SPREADER
rn OUTFALL WEIR
STRUCTURE DETAIL
r}Ilved OuBd heheBen
D v = Average size of6l cvIv lverslope.
Fr
I wafer vecily al wl oulldel, FPS
M Y: = salurale surface dry (SSD) spedf weighl of Slone, PSF
Y,. = unit weight olwaler. 62.4 PSF
i. /l g = aacekvalion or gravilY. 32.21eel1sec
c = slobilily maKMenl, fourvl to be =1.8
Y_ = 150 PSF
Culvarl Bedding
OuBel Storm ExlI D. D. Grain U.. Rlprap Thlcknes
Event yeloI Curves Thickness
rn(Station) (yr) (fp,) (it) On) (pole.) (In) (In)
0.6_ 100 1.8 0-32 3.89 1 B 4
OVolues Manually Input Bored on Da ew the IdlavAng:
Rlprap Thickness: B•
Bedding Thickness: V
Govern,ng Ripfap We: Bedding 51xe:
e'Thlcknessol Rlprap r1Mckg fsIBedAnD
Sieve Size Percent Sieve Sl- Percent
Square Mesh Passing Square Mesh Passing
10 Inch 100 ) 3 Inch 100
B svch 70- 100 ( 1-5 Inch SS• 10
_ 6 Inch I 50.75 I x+ hsch 25-60
3 ksch I 20•e0 I 3/8 Inch S-30
151nch I 0-15 I No < 0-10
EXHIBIT'B'
LOT 2, BLOCK I
CAMPUS INDUSTRIAL PARK
F
W
J
U
H
Q
�- ---__ .__...:yam.--- -------------------- -- -
WR77CAL CONCRETE WALL 1'W X 3'H GAWON BASKETS ,
CONCRETE WALL R£OUIRED TO HOLD
DETENTION WHERE WALL SITS PROUD OF
EXIS7ING GROUND
6' CONCRETE PILOT CHANNEL 1
4+00 5+00 5,
{�--___-_--___---ii_...
O1
a� II 1
'._X-3 CA_NONBASETS
'v
a / I
i POND LNIS
iWTH 1' FI,�DAI7D
i
`5ttfVA BOUNDARY
i
HDPE
i
SD 4
PROPOSED DE 170N POND 3
TOP OF GABION WAL EV = 692.0 - 693.0
BOTTOM OF GA WALL ELEV = 690.0
BOTTOM OF P ELEV = 690.0 - 689.05
1 YR WSE = 692.0 _
EMERG CY OVERFLOW WSE = 692.5
T
- - - - 100 YR Ouy = 46.8 CFS
100 YR QDUT = 13.4 CFS
700 YR STORAGE = 1.44 AC -FT -
000 P57
CONCETE
_
YS3z6A��
TRD_
:v
63 BARS ® 19-
C-C EACH WAY
18" DEEP TOE WALL
ON SIDES, BEGINNING
AND END OF FLUME
(TYP.)
DUNAWAj/
550 Bailey Avenue a Suite 400 a Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG, F-1114)
Culvert Ovllel Prolecllon
nv=Av ayasites of tit+supsbna, ri
=.,,lest v koi al c.iveni, wi. rm
I +' T:=srlhxnln nnlnrn dry1S5151 .q+x.11ir wMyhl nl done: PSF
It W1.1111 nl Wnlro, 624 rcl
fl = uccalwulinri al yluvilY, 7221aallsai
c = slnhilily-.1 irinnl- I-nd In h 1.9
T: = 150 PSr
Storm
Culvert
Bedding
Grain Stu Rlprep
Oullel
Everd
D.
Veledty
D.
Thleknes
Curves Thlckness
(Staten) (Yr)
(Ips) 09
(In)
(Plot. 0) (In) (In)
06 IDI)
1.8 'UP
5.89
1 8 d
�- values Mnivally hipul
Based on Dss, use the lelloWlng:
Rlprep Thlekness:
Beddln. Thlckness: d"
Govnniny kRnap Sir.:
Ib1din0 Sim:
B'Thleknessd Rlprep
d'Thlekness or Beddlnq
Steve n:e
Pereenl
Steve Sire Percent
Square Moth
►asiln0
Square Mesh Pesslaq
I ID M:h
Rid
S. YkA IW
I ON+rh
At -IW
1..5 such %5-101)
1 M1 Ya 11
'tt-/S
L4 W:: 7S•dU
t Shen
]0-40
1 Its ire $•L
I
Prepro(ectConditions
Ultimate Conditions
694 Drainage Aren 611 Ar
Onsinage Area
614 AC
C 031
C
082
Tc 2000 Mn
Tc
1000 Min
Return seems I, Whr Oa, Lis
Return Storn
I, INhr
OP, C'9
1 Yr 2 824 5 39
I
( 1 Yr
4 060
20 67
5Yr '1231 808
I 5Y1
5743
2909
100Yr 704S 1315
100Yr
9,244
4683
Modified Rational Parameters for Tarrant County
Td Vpretm
P180
PTd
Vma
Return Yr a h
min d
n
in
d
I V 95835 13425
3575 13,77602
177
117
20,93408
5Yr 170810 194355
4508 22,92304
295
199
34,08840
100Yr V2070 24388
94 41,62149
544
365
61,90396
EXHIBIT'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
Pond D - Stage - Storage - Flow Curve
Conic
Area (AC)
Area (SF)
Vol (CF)
Vol(Ac-FT)
Outfall (cfs)
689.0
0
0
0
0.00
0.00
689.5
0,2791
12,158
2,834
0.07
091
690.0
0.5761
25,093
12,139
0.28
2.59
690.4
0.5778
25,169
22,191
0.51
4.29
690.5
0.5782
25,188
24,709
0.57
4.75
690.9
0,5800
25,264
34,799
0.90
6.78
691.0
0.5804
25,283
37,327
0.86
7.32
69L5
0.5826
25,378
49,992
115
10.23
692-0
0,5848
25,474
62,705
1.44
13.44
692.5
0.5870
25,569
75,466
1.73
16.94
693
0.5892
25,664
88,274
2.03
20.70
9
POND D
710
705
700
PROFILE SCALE
III HORIZ: 1" = 40'
VERT: 1" = 4'
s "�
POND D
SECTION A -A
710 710 710
PROFILE SCALE r
HORIZ: 1" = 40' I
VERT: 1" = 4'
705 7115 705
I
700 700 700
2
695 695 695 695
GABlON CONCRE r
WALL, TYP. [WALL, T P.
692.0 . 100-YR ME 692.0
l o _ YR W 690.9
690 -— w - 690 690 _ 1YR
� 690
1 10.20$ I 1
\ _CON TRUCT LEVEL SPREADER I `BOTTOM OF
✓ LLL111111 AT ND OUMALL GABION W{iLL
WIN RIP RAP DO S7REAM ELEV = 690.0
685 685 665 685
'b q fN
a loi oi Mi
I � II II II - J � -
680 680 I ' 680 680
-0+50 0+00 0+50 1+00 1+50 2+00 4+00 4+50 5+00 5+50 6+00 I 0+00 0+50 1+00
SECTION C-C
6' t
_#4 0 12" O.8" CONC. WALL
7'5' 3---#3 0 12" O.C.
EX. CHANNEL I I POND BOTTOM
1 rj
RIP -RAP F `v J E X H I B I T' B
DUNAWAY ClP LEVEL FLOW
SPREADER '74'
fy3 0 T2" O.C.E.W.- �y4 0 12" O.C.
550 Bailey Avenue • suite 400 • Fort Worth, Texas 76107 0. C.E. W. L 0 T 2, BLOCK 1
Tel: TXE . F-11141 CAMPUS INDUSTRIAL PARK
(TX REG. F-7114)
-6 1 S*W BOUNDARY BW=689.91
Bw=690Y85- BW=68B.70. n - - - - - - - -
_ BW-MODS
�FG=685.*0 @W 6gB70'
- F� 6B5.43- I - 15.00X
-- FG=685. 47 as2X
I ` t�Fl
W •68 70 1
--- - ----- SLOPE �1.0'W x 25H-----BW=690
11.13% GABION WALC, TYP.
o F = 1. (SEE LANDSCAPE IN
692,00 ryPLANS)
W GT=690.82 CONCRETE HEA00AD
STRUCTURE
BW-691.00-
--,F
_-�BW=689.70
`TC-692-04—
G-FG-- 8
I �fG=6B6.74
I
\
TC=689.9t ME TC�690.24 l
GT=669.4t ME GT=689.74
CONCRETE HEADWALL
STRUCTURE
TC=690.74
GT=690,24
-
BW=691,74
.-- BW-691.51 �' s
SWVA BOUNDARY — CT=690.J
p I `�BW=689.70
f15.00X
�.:�-
rc=sue-
TC=691.99 '.
GT=691.4^�L
®
,a84X
n�;
0.50%
I 4
o0
`SLOPE
6.859
I /
N
N
11 I'
r (•�!IG
SNFMA BOUNDARY
0.509
V_ TC=6s24,1 �-
cra—__;---
=s
a - _ - - _IL
_ ---- - -_ --
- - - -- - ---- - LO'W x
SLOPE
T = 0 11.05Z GA810N WALLS, TYP.
TC-692.16 N
"GT=6j1;C66
T-F.aT /M
oc
DUNAWAY
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
B�W=�691.
— _ BW-69T
o w= 0.9.,
0
0
N
t
K �
/�B11�6
EXHIBIT'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
a
GT=696.31
V=fi9
TC-696.74 . 8W=695:00 /-SWUA BOUNDARY
GT=696.24 ..,,,,... /
- 7C-694.00-
GT=693.50-�
Gr 596. ►7 l TC=696.2 `CT 693.53 i
TC=694.61 GT=696.28 =
GT=694.3! TC=696.73 BW-696.49
TC=696.73 GT fi9fi.23 ,.
1 GT 696.23 f T
i
I f ❑ ❑ �TC fig? 78
rn
TC=694.26 � 6TA592.28
CT 693.76� r
Z
BW=693.- NJ ' B _._ •-..-. _ ��Tw--fi�92. Q0 - - _ .. rn
T - 1.0'W x 3.O'H
CONCRETE HEADWALL l GABION BASKET u CONCRETE WALL STRUCTURE X
o WALLS, TYP.
l 2! BW=690.00 (SEE LANDSCAPE PLANS)
II 0.20%
li `'FL=690.00
V 1
I
I I, rn
1 fBW=690, 00 - - - - - - - - - - -
1`---- --- - ---------- - -- - - 2_= -F-
Awz DUNAWAY
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
EXHIBIT'B'
LOT 2, BLOCK 7
CAMPUS INOUSTRIAL PARK
F
a
magiyr� - � YI
8W=6- y�8W=69360
TC=693 61
GT 693.11 / I , I P
of � ; " ',I► " i�_ .
J I
1'
II 1 I
I
7TC=692.85 .I I
I I
692.35
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AD U 14 AWA
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-11141
EXHIBIT'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
A
9
INLET PROTECTION INLET PROTECTION 676 LF SILT FENCE
PWD
JOI LF SILT FENCE 1 CONSTRUCTION ENTRANCE - \
J INLET PROTECTION
FF=692.00
- 1 FF=692.80 FF=693.00
-692- f
/ `INLET R TECT/ON IN T INLET PROTECTION
INLE-T P�IEC1rOiV /
r r7
INLET PROTECTION
--� INLET PROTfC370,
- - - - INLET
780 LF SILT FENCE_ r-F
_ t _
ROCK CHECK DAM
` INLET�IECVON
\ t ,- 1.' f- wa r PROTECTION � •
550 Balley Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(1X REG. F-1114)
MATCH LINE NEXT SHEET
694 t
948 LF SIL T FENCE
EXHIBIT'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
MATCH LINE
656 LF SILT NCf� v �', CA°
INLET PRIdTE,:JIONJ
m
s I --
!
3
a O
a ,
! I i FF=697.60
w 1.
12
� I O INLET PROTECTIN
J
c JNLET PRO*CTION /69
v g"
o .• - INLET PROTECTION-\ .�
a j J
x
5�� POND � 0+00
m \ ROCK CHECK DAM
a `497 LF SILT E
m
0
I
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-11141
EXHIBIT 'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
300mm (12') TYPICAL_
E
VIRTM'L ROW
EXISTING GROUND
I
STRAW WATTLE OPTION
NOT TO SCALE
SILT FENCE
(MIN. HEIGHT
24' ABOVE
OUST. GROUND)
COPACTED EARTH
at ROOL BACASLL
NOTE:
maw OVEJFIDW BTMICEUIIES OF OTHER OUTLET CONTROL DEVICES SNAIL BE
967NIIED AT ALL LOW POMTS ALONG THE FENCE OR EVERY 30D FEET F THERE
IN, TOP
ONE, EACH
SILT FENCE
SILT FENCE STONE OVERFLOW STRUCTURE
NOT TO SCALE
211111111
21110
AN, Q,- D U N AWAY
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
SILT FENCE
NOT TO SCALE
STEEL FENCE POST
MAX 0' SPACING,
lil EMBEDMENT- I
IB7DME NT-1
SILT FENCE GENERAL NOTES:
1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE
INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF
SOURCE POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT,
2. THE TOE OF THE SILT FENCE SHALL BE TR04CRED W WITH A
SPADE OR MECHANICAL TRENCHER, SO THAT THE DDWNSLOPE FACE
OF THE TRENCH IS MT AND PERPENDICULAR TO THE UNE OF
FLOW. WHERE FENCE CANNOT BE TRENCHED IN ( y. PAVEMENT),
WEIGHT FABRIC FLAP WITH ROCK ON UPHILL 510E TO PREVENT
FLOW FROM SEEPING UNDER FENCE.
3. THE TRENCH MUST BE A MINIMUM OF B INCHES DEEP AND 5
INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID
IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL
WIRE MESH BACKING SUPPORT
4A4-W1.4.W1.4 MINIMUM 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL
LLOWABLE, TYP. CHAIN LINK SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED
FENCE FABRIC IS ACCEPTABLE TO THE STEEL FENCE POST. THERE SHALL BE A 3 FOOT
OVERLAP. SECURELY FASTENED WHERE ENDS OF FABRIC MEET.
5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH
1/2- RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE
PROMPTLY AS NEEDED.
B. SILT FENCE SHALL BE REMOVED WHEN THE SITE 15 COMPLETELY
STABILIZED 50 AS NOT TO BLOCK OR IMPEDE STORM ROW OR
DRAINAGE.
7. ACCUMULATED W SHALL BE REMOVED WHEN
IT REACHES A OEPTH
OF HALF THE HEIGHT OF THE FENCE THE SILT SHALL BE
DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS
TO NOT CONTRIBUTE TO ADDRIONA. SILTATION.
EXHIBIT'B'
LOT 2, BLOCK 7
CAMPUS INDUSTRIAL PARK
�
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; � w .sa x.wer.a v .u...omry oaa
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CURB INLET PROTECTION DETAIL ROCK CHECK DAM
NOT m y NOT TO S
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TXREG, F-1114)
mew wmm
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(201 �rA< a,$)
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rw "m raVm J Immm m
Aa-mftY
TEMPORARY STONE CONSTRUCTION
ENTRANCE/EXIT
NOT ro st.
EXHIBIT'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
SWFMA
77-7.t
BOUNDARY -�
1
(13)JV /
BLDG. A - BLDG • B I
UTILITIES. TYP,
(8) UC
r— — — -6 UTILITY EASEMENT
' DETENTION
I �
(S) GV
BLDG • C 10' UTILITY EASEMENT • '' -
r
< -N1lIC
24' EMERGENCY 177
IF • ACCESSEASEMENT
qe`1` 20'UTILITY EASEMENT —<
1`I — (2)UC I
PROPERTY LINE �•
(6) UC (S) OV
(4) VG,A//''\�♦
`-
(S)JV -
1
N)OM.—
UTILITIES, TYP
BLDG -D
(3) GV J
(4)JV '
(7) CA
MATCH LINE NEXT SHEET
Man
"ReAvow
LANDSCAPE EXHIBIT ' B'
PAPER KITES STUDIO
105 SwIh Corinth Slrel T �7
Dallas.TChrism L O l L, BLOCK 1 Conlacl: Chnsla McCall
T: 214484.2267
CAMPUS INDUSTRIAL PARK
MATCH LINE
0�
(TIUC
(15)SA
V 'V (SI VA -
NI VA I
i�
T
_ Tj
LITILMES. TYP
s (5)uc
I . (3)OV
DETENTION
PROPERTY LINE
LANDSCAPE
PAPER KITES STUDIO
105 SwIh Co"h Sael
Dallas. TX 15203
ConlaCl: Ch`la McCall
T 214484-2267
BLDG -E
UTILITIES. TYP
EXHIBIT'B'
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
PLANT LEGEND
PLANT
PLANT
PLANT
COMMON NAME
KEY
QUANTITY
SYMBOL
Bolanlcal Name
�y
CHINKAPIN OAK
OM
22
0.—muahlenbergil
LIVE OAK
DV
24
O
Ouems Wrglmens
CEDAR ELM
VC
30
®
Ulmus vesslralle
CA
30
ARIZONACYPRESS
Cupressue Blhanlra
EASTERN RED CEDAR
JV
v
Junlperus Virglniana
SA
wooft
1s
EVE'S NECKLACE
Sopllore amms
VA
18
/�
VREX
WlesagnuaSeslua
LANDSCAPE
PAPER KITES STUDIO
105 SOuIh C—th Seel
Dallas, TX 75203
COnlael: Chnsla McCall
T: 214464.2267
SIZE NEIGHT I SPREAD
MIN MIN MIN COMMENTS
3'
10'-12'
4'-S'
SINGLE TRUNK, STRONG CENTRAL LEADER, B&B.
CAL
HT, 1
MIN.
FULL AND WELL ROOTED, WELL BRANCHED
3'
f0'•1T
4•-5'
SINGLE TRUNK STRONG CENTRAL LEADER, B&B,
CAL
HT. i
MIN
FULL AND WELL ROOTED, WELL BRANCHED
3'
10'-12'
4'-S'
SINGLE TRUNH. STRONG CENTRAL LEADER, BBB,
CAL
HT
MIN
FULL AND WELL ROOTED, WELL BRANCHED
2.5'
TA'
4'-5'
SINGLE TRUNK LOW BRANCHING. CONTAINER GROWN,
CAL
MIN.
MIN
FULL AND WELL ROOTED, WELL BRANCHED FULL TO GROUND
2.S-
6'-10'
&"r
SINGLE TRUNK LOW BRANCHING, CONTAINER GROWN.
CAL
HT.
I
MIN
FULL AND WELL ROOTED, WELL BRANCHED FULL TO GROUND
3'
9'A'
3'4'
MULTI -TRUNK, 3.5 TRUNKS, B 1. B. MATCHED SPECIMENS, FULL AND WELL
CAL
HT.
MIN
ROOTED, WELL BRANCHED
3-
V�v
3'-4'
MULTI TRUNK. 3.5 TRUNKS, B S B, MATCHED SPECIMENS. FULL AND WELL
CAL
HT
MIN
ROOTED. WELL BRANCHED
-°.a.iN•AtaMWLAsL
>ti
DETENTION
GASION RETAINING WALL:'ARTWELD';
3'LX1 WXYHT; W WM MFG BY HILFIKER
OR APPROVED EO
,I
m — 6' THICK; 1'•1f' 0 ROADBASE.
HEAVILY COMPACTED IN 2- LIFTS, TYP
COMPACTED SUBGRADE
4 GADION WALL - SECTION
EXHIBIT V
LOT 2, BLOCK 1
CAMPUS INDUSTRIAL PARK
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 April 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 8
Rev. 11 /17/2016
Gabion Wall
Maintenance
OPERATION & MAINTENANCE - GABION
1. INTRODUCTION The Gabion retaining wall system comprises steel welded mesh cages coated with
specific anti corrosion treatment, laced together and filled with granular material to the specified grading
to form a gravity structure built such that the weight of the wall resists the pressures exerted on it from
the ground behind. The depth of the structure will increase with the height of the wall. Materials used:-
Gabion Cages: Steel Welded Mesh Cages with Alu-Zinc/PVC Coating Fill to the structure: Type 6G gabion
infill stone Foundation: Compacted Type 1 granular sub -base
2. DESIGN DRAWINGS
Issued to suit project
3. CONSTRUCTION METHODS The Gabion retaining wall has been general installed as the details on this
page. For more specific project details please refer to the project Specific Works Package Plan.
4. MAINTENANCE PROCEDURES
Any long term maintenance is basically periodic visual inspections to detect damage or abnormalities. Any
damage detected should be reported and advice on repair should be sought. These would typically be
annually, but will vary depending on the location of the wall and what it is supporting. Abnormalities may
include: localised bulging of the face; broken components; damage by impact or vandalism; vegetation on
the face; excessive water through the face. No requirement for any cleaning is anticipated. If any fencing
has been installed at the top of the wall to prevent falls, this will need to be inspected to ensure it remains
adequate. Typically any fencing will not last as long as the structure and will need to be replaced during
the lifespan of the retaining wall. If a rear of wall drain has been installed at the construction stage, the
relevant catch pit, manhole or soak away within the development should be checked annually to ensure
this can still flow.
S. POINTS TO BE AWARE OF
5.1 Local minor impact damage
Individual split, broken or damaged cage components will not affect the structural capacity of the wall and
can be repaired locally if required. If several components are broken in the same area such that it will
affect other parts of the wall or loss of the infill stone, advice should be sought from the design team or a
structural Engineer.
5.2 Major collision damage
As with any structure, affected areas may require re -building with localised support of the fill behind.
Advice should be sought from the design team or a structural Engineer.
5.3 Settlement
The "method compaction" guidance within Specification for Highways Works; Series 500 is based upon
achieving 90% compaction. It follows that some post -construction consolidation should be expected. The
Gabion system is also a flexible structure that can accommodate differential settlement caused by seasonal
moisture changes, so some minor movements will occur over its lifespan.
5.4 Excavation near the wall
Excavation behind the retaining wall may affect the structure but it will be based on how close and to what
depth the excavation is carried out. Also the plant used to carry out the excavation can damage and exert
large loadings on the wall. If any excavations are required behind the wall advice should be sought from
the design team first. Excavation in front of the wall may undermine the structure. Any excavation deeper
than SOOmm may have the potential to undermine the retaining wall foundations leading to settlement
and possible collapse. Any excavation in front of the wall should be checked by a structural Engineer or
further advice sought from the design team
5.5 Vegetation
The Gabion system is a caged structure filled with inert crushed stone, so it is not expected to be
susceptible to vegetation establishment from within the wall. Vegetation growing on or up the face of the
wall will not affect the structure. However, any vegetation growing out of the wall/cages should be
removed.
5.6 Water
The Gabion retaining wall has crushed stone within and behind the wall, thus the wall should have very
little evidence of water within it. If water is coming through the face this would mean excessive water is
coming from behind the structure and should be investigated to find the water source and remove it. For
more specific project details please refer to the project specific drawings.
6. DEMOLITION AND DISMANTLING
No demolition should be undertaken without reference to the design team or a Structural Engineer.
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
pond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
guard
4 Location of Erosion
1
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
REPAIRS REPAIRS
DATE NOTES
REQUIRED MADE
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.11/17/2016
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 11 /17/2016