HomeMy WebLinkAboutContract 61232Date Received: 4/5/2024 Permit No.: SWFNU-24-0002
Time Received: 8.33 a.m. City Secretary No.: 61232
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 5th day of April
2024 , by and between Freeway Truck Stop LLC, a Texas limited liability company,
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 Diamond Heights Industrial Addition to the City of Fort
Worth, Tarrant County, Texas according to the deed recorded in Document No.
D222001144, 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 Freewav Truck Stop, LLC,
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 OFFICIAL RECORD 1
Rev. 03/01/2022 BN 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 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 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
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 5th day of' April
CITY OF FORT WORTH
8pr�
Dana Burghdoff(Apr 20241 CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Apr 4, 2024
Approved as to Form and Legality:
Matthew Murray
Senior Assistant City Attorney
City Attorney's Office
Date: Apr 4, 2024
o
�� 0F FORT�dadd
ATTEST:
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� �'EXASoa
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Jannette S. Goodall
City Secretary
Date: Apr 5, 2024
20 24
LANDOWNER
Freeway Truck Stop, LLC
a Texas limited li ty company
by: Kamal Sabir�a Kamal Rasoole
Its: Managing Member
Date: a&y i
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
Rebecca Owen (Apr 4, 2024 09:26 CDT)
Rebecca Owen
Planning Manager
Date: Apr 4, 2024
k
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 5
STATE OF TEXAS
COUNTY OF TARRANT §
This instrument was acknowledged before me on April 4th, 2024 by
Dana Burghdoff, Assistant City Manager or the City of Fort Worth, on behalf of the City
of Fort Worth.
o�PRY P B R 00 K E B O N N E L L Notary Public, State of Texas
a Notary Public ,
* * STATE OF TEXAS
o���P Notary I.D. 134009525 `
My Comm. Exp. Oct. 11, 2026
. . . . . . . . . . . .
LANDOWNER
STATE OF Texrs� §
COUNTY OF T G ,�avvrf §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Kamal Sabir aWa Kamal Rasoole
oecs day personally appeared
(name), (Managing Member . (title), knoft to me to be the
person whose name is subscribed to the foregoing instrument, and acknowleddgzd to me
that he/she executed the same for the purposes and consideration therein expressed, as the
act and deed of Freeway Truck Stop, LLC t;x;ty), a
a Texas limited liability company (entity type) and in the capacity therein
stated.
GPVEN UNDER MY HAND AND SEAL OF OFFICE this^ 0 c-fi- day
of 'Aiacd
r
Pub�io. 8awo 0
$TOR► hNATER FAC UTY mAiNTENANCE AGREEMENT
Rev, 0Aja022 SN
1.1
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
TRACT 1:
A PORTION OF LOT 14—R, BLOCK 3, DIAMOND HEIGHTS INDUSTRIAL ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY,
TEXAS, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-42, PAGES 59—A AND 60, PLAT RECORDS, TARRANT COUNTY,
TEXAS, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A SET 1 /2 INCH STEEL ROD AT THE NORTHWEST CORNER OF SAID LOT 14—R, AND AT THE INTERSECTION OF
THE EAST RIGHT—OF—WAY LINE OF BRASWELL DRIVE, A 60 FEET WIDE PUBLIC STREET, AND THE SOUTHEAST RIGHT—OF—WAY LINE
OF EAST LONG AVENUE, A 110 FEET WIDE PUBLIC STREET, IN A CURVE TO THE LEFT WHOSE RADIUS BEARS N 23 DEGREES 00
MINUTES 59 SECONDS W, 2,055.00 FEET;
THENCE ALONG THE NORTH LINE OF SAID LOT 14—R, THE SOUTHEAST RIGHT—OF—WAY LINE OF SAID EAST LONG AVENUE, AND
ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 00 DEGREES 16 MINUTES 44 SECONDS, AN ARC LENGTH OF
10.00 FEET (LONG CHORD BEARS NORTH 66 DEGREES 50 MINUTES 39 SECONDS EAST, 10.00 FEET) TO A POINT;
THENCE SOUTH 23 DEGREES 17 MINUTES 43 SECONDS EAST, 9.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING IN A
CURVE TO THE LEFT WHOSE RADIUS BEARS NORTH 23 DEGREES 17 MINUTES 43 SECONDS WEST, 2,064.50 FEET;
THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 02 DEGREES 26 MINUTES 00 SECONDS, AN ARC
LENGTH OF 87.67 FEET (LONG CHORD BEARS NORTH 65 DEGREES 29 MINUTES 17 SECONDS EAST, 87.67 FEET) TO A POINT;
THENCE SOUTH 52 DEGREES 46 MINUTES 29 SECONDS EAST, 32.63 FEET TO A POINT;
THENCE SOUTH 63 DEGREES 25 MINUTES 27 SECONDS WEST, 11.41 FEET TO A POINT;
THENCE NORTH 78 DEGREES 46 MINUTES 33 SECONDS WEST, 9.58 FEET TO A POINT;
THENCE SOUTH 83 DEGREES 31 MINUTES 35 SECONDS WEST, 53.64 FEET TO A POINT;
THENCE SOUTH 66 DEGREES 01 MINUTES 19 SECONDS WEST, 10.19 FEET TO A POINT;
THENCE SOUTH 82 DEGREES 15 MINUTES 17 SECONDS WEST, 23.75 FEET TO THE POINT OF BEGINNING, AND CONTAINING 0.0278
ACRES (1,212 SQUARE FEET) OF LAND, MORE OR LESS.
TRACT 2:
PORTIONS OF LOTS 6—R, 7—R, 14—R AND 15—R, BLOCK 3, DIAMOND HEIGHTS INDUSTRIAL ADDITION TO THE CITY OF FORT
WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-42, PAGES 59—A AND 60, PLAT
RECORDS, TARRANT COUNTY, TEXAS, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A SET 1/2 INCH STEEL ROD AT THE MOST EASTERLY CORNER OF SAID LOT 15—R AND THE MOST NORTHERLY
CORNER OF SAID LOT 6—R;
THENCE SOUTH 57 DEGREES 30 MINUTES 00 SECONDS EAST ALONG THE NORTHEAST LINE OF SAID LOT 6—R, 39.86 FEET TO A
POINT;
THENCE SOUTH 32 DEGREES 30 MINUTES 00 SECONDS WEST, 18.29 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 32 DEGREES 30 MINUTES 00 SECONDS WEST, 53.59 FEET TO A POINT;
THENCE SOUTH 53 DEGREES 51 MINUTES 31 SECONDS WEST, 56.00 FEET TO A POINT;
THENCE SOUTH 80 DEGREES 44 MINUTES 49 SECONDS WEST, 53.87 FEET TO A POINT;
THENCE NORTH 20 DEGREES 19 MINUTES 23 SECONDS WEST, 134.80 FEET TO A POINT;
THENCE SOUTH 77 DEGREES 12 MINUTES 20 SECONDS EAST, 178.43 FEET TO THE POINT OF BEGINNING AND CONTAINING
0.2842 ACRES (12,378 SQUARE FEET) OF LAND, MORE OR LESS.
OF TF
STE�-�iJ�
JOHN A GRANT III
415ssil
SUR`�'
January 25, 2024
Grant Engineering, Inc.
Engineers Surveyors Planners
2751 Park Hill Drive Fort Worth, Texas 76109 817-923-3131
Firm Registration Numbers Engineering F-4313 Surveying 100919-00
CURVE TABLE
CURVE RADIUS DELTA LENGTH LONG CHORD EXHIBIT $$A"
C1 2055.00 00'16'44" 10.00 N 66'50'39" E, 10.00 SHEET 1 OF 2
C2 2064.50 02'26'00" 87.67 N 65'29'17" E, 87.67 STORMWATER FACILITY MAINTENANCE AGREEMENT
LINE TABLE TRACT 1 = 1,212 SF (0.0278 ACRES)
I LINE BEARING DISTANCE TRACT = 12,378 SF (0.2842 ACRES)
L1 S 23' 17'43" E 9.50'
I L2 S 52'46'29" E 32.63' i
L3 S 63'25'27" W 11.41'
I L4 N 78'46'33" W 9.58'
L5 S 83'31'35" W 53.64' �I
I L6 S 66*01'19" W 10.19' P' \
L7 S 82' 15' 17" W 23.75'
I L8 S 57'30'00" E 39.86'
L9 S 32'30'00" W 18.29' G i
I L10 S 32'30'00" W 53.59'
L11 S 53'51'31" W 56.00' �/16 SCALE: 1 = 60,
I L12 S 80'44'49" W 53.87' 1
� P
S/
LOT 16—R
M0G\NG
GO0 DIAMOND HEIGHTS I USTRIAL ADDITION
O\N� 01 VOLUME 388-42, PAG 59—A & 60
P RPG'( �2 BLOCK 3 POINT OF
GZ P�TRACT 1 COMMENCING
C� r p2�a L4 �� LOT 15-R TRACT 2
J �r L5 REMNNOER OF
SET L7 l/ LOT 5—R
1 /2' \
ROD POINT OF BEGINNING
w TRACT 1 S SET 1 /2"
12'20,, ROD 48
� E 17g.43,
\ � �
LOT 14-R TRACT 2
c9' 12,378 SF
\.2842 ACRES/
REMAINDER OF
LOT 6 - o
POINT OF
BEGINNING
TRACT 2
Ld / �' PORITON OF
�. LOT 6—R
TO THE STATE OF
V) 2 TEXAS PER
CLERK'S FILE NO.
Q D214158330
REMAINDER OF
rr LOT 7 - R
m / PORITON OF
LOT 7—
GOLOT 12—R TER'!'y TO THE STATE OFR
RTEXAS PER
Lj CLERK'S FILE NO. D214158330
JOHN A GRANT III
4151
REMAINDER OF
� SUR �' LOT 8—R
Grant Engineering, Inc.
January 25, 2024 Engineers Surveyors Planners
2751 Park Hill Drive Fort Worth, Texas 76109 817-923-3131
LOT 1 1 —R / Firm Registration Numbers Engineering F-4313 Surveying 100919-00
OWNER'S DEDICATION
STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL MEN BY THESE PRESENTS THAT I, FREEWAY TRUCK STOP LLC, BEING THE OWNER OF THE
FOLLOWING DESCRIBED PROPERTY:
LOTS 6-R, 7-R, 14-R AND 15-R, BLOCK 3, DIAMOND HEIGHTS INDUSTRIAL ADDITION TO
THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT RECORDED
IN VOLUME 388-42, PAGES 59-A AND 60, PLAT RECORDS, TARRANT COUNTY, TEXAS;
SAVE AND EXCEPT THEREFROM THOSE PORTIONS OF LOTS 6-R AND 7-R, BLOCK 3 THAT
WERE CONVEYED TO THE STATE OF TEXAS BY DEED RECORDED UNDER CLERK'S FILE NO.
D214158330, REAL PROPERTY RECORDS, TARRANT COUNTY, TEXAS, SAID REMAINING
TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A SET 1 /2 INCH STEEL ROD AT THE NORTHWEST CORNER OF SAID LOT
14-R, AND AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF BRASWELL
DRIVE, A 60 FEET WIDE PUBLIC STREET, AND THE SOUTHERLY RIGHT-OF-WAY LINE OF
EAST LONG AVENUE, A 110 FEET WIDE PUBLIC STREET, IN A CURVE TO THE LEFT WHOSE
RADIUS BEARS N 23 DEGREES 00 MINUTES 59 SECONDS W, 2,055.00 FEET;
THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID EAST LONG AVENUE, THE
NORTHERLY LINES OF SAID LOTS 14-R AND 15-R, AND ALONG SAID CURVE TO THE
LEFT THROUGH A CENTRAL ANGLE OF 06 DEGREES 44 MINUTES 49 SECONDS, AN ARC
LENGTH OF 242.00 FEET (LONG CHORD BEARS NORTH 63 DEGREES 36 MINUTES 36
SECONDS EAST, 241.85 FEET) TO A FOUND 1 /2 INCH STEEL ROD AT THE MOST
NORTHERLY CORNER OF SAID LOT 15-R, AND AT THE MOST WESTERLY CORNER OF LOT
16-R, OF SAID BLOCK 3;
THENCE SOUTH 39 DEGREES 06 MINUTES 50 SECONDS EAST ALONG THE COMMON LINE
OF SAID LOTS 15-R AND 16-R, 184.56 FEET TO A SET 1 /2 INCH STEEL ROD AT THE
COMMON CORNER OF SAID LOTS 15-R, 16-R AND 6-R, AND LOT 5-R OF SAID BLOCK
3;
THENCE SOUTH 57 DEGREES 30 MINUTES 00 SECONDS EAST ALONG THE COMMON LINE
OF SAID LOTS 5-R AND 6-R, 64.86 FEET TO A FOUND 5/8 INCH STEEL ROD WITH A 2
INCH TXDOT ALUMINUM CAP AT THE MOST NORTHERLY CORNER OF SAID STATE OF TEXAS
TRACT, AND IN THE NORTHWESTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 35W,
A CONTROLLED ACCESS HIGHWAY WITH A VARIABLE WIDTH;
THENCE SOUTH 32 DEGREES 30 MINUTES 00 SECONDS WEST ALONG THE
NORTHWESTERLY LINE OF SAID STATE OF TEXAS TRACT, THE NORTHWESTERLY
RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35-W, AND ACROSS SAID LOTS 6-R
AND 7-R, 200.00 FEET TO A FOUND 5/8 INCH STEEL ROD WITH A 2 INCH TXDOT
ALUMINUM CAP AT THE MOST WESTERLY CORNER OF SAID STATE OF TEXAS TRACT, AND
IN THE COMMON LINE OF SAID LOT 7-R AND LOT 8-R, OF SAID BLOCK 3;
THENCE NORTH 57 DEGREES 30 MINUTES 00 SECONDS WEST ALONG THE COMMON LINE
OF SAID LOTS 7-R AND 8-R, 84.75 FEET TO A FOUND 1/2 INCH STEEL ROD AT THE
COMMON CORNER OF SAID LOTS 7-R, 8-R AND 14-R, AND LOT 12-R OF SAID BLOCK
3;
THENCE NORTH 73 DEGREES 25 MINUTES 00 SECONDS WEST ALONG THE COMMON LINE
OF SAID LOTS 12-R AND 14-R, 217.90 FEET TO A FOUND 1 /2 INCH STEEL ROD AT
THE NORTHWEST CORNER OF SAID LOT 12-R, AT THE SOUTHWEST CORNER OF SAID LOT
14-R, AND IN THE EAST RIGHT-OF-WAY LINE OF SAID BRASWELL DRIVE;
THENCE NORTH ALONG THE EAST RIGHT-OF-WAY LINE SAID OF BRASWELL DRIVE AND
THE WEST LINE OF SAID LOT 14-R, 131.50 FEET TO THE POINT OF BEGINNING, AND
CONTAINING 1.8002 ACRES (78,416 SQUARE FEET) OF LAND, MORE OR LESS.
DO HEREBY ADOPT THIS PLAT WHICH CORRECTLY REPRESENTS ITS PLAN FOR SUBDIVISION, SAID LAND TO
BE HEREAFTER KNOWN AS:
LOT 14-R-1, BLOCK 3
DIAMOND HEIGHTS INDUSTRIAL ADDITION
TO THE CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
AND DO HEREBY DEDICATE TO THE PUBLIC'S USE THE STREETS AND EASEMENTS AS SHOWN HEREON. IN
WITNESS WHEREOF, I HEREBY SET MY SIGNATURE HERETO FOR THE PURPOSES AND CONSIDERATION
EXPRESSED THIS DAY OF ---------- 2023.
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LOT o7 -R
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TO THE STATE OF TEXAS PER
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REMAINDER OF
LOT 8—R ss 3
DIAMOND HEIGHTS INDU RIAL ADDITION
VOLUME 388-42, PAGE 59-A & 60 2j52g. h Q
BL K 3 / �Q�
PORTON OF ,P
LOT 8-R 4
TO THE STATE OF TEXAS PER
CLERK'S FILE NO. D215056517
LOT 1 1—R
REMAINDER OF
L01 9—R
PDRrIDN OF �
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LEGEND: TRACT 1-A CONSTRUCTION MATERIALS AND METHODS
THIS SHEET ONLY CURVE TABLE I SHALL BE IN STRICT ACCORDANCE WITH THE -
CURVE RADIUS DELTA LENGTH LONG CHORD I CITY OF FORT WORTH STANDARD DETAILS. ®mp
B --AREA LABEL "MAR.' c1 2055.00 00'16'44" 10.00 N 66'50'39" E, 10.00
0.26 AC SUB-BAsw DRAINAGE AREA C2 206450 02'26'00" 87.67 N 65'29'17" E, 87.67 Z z hod
uMDs of oRarucE AREA sue-fl45IN ° ` I LINE TABLE �� G s ~
�N� FL=618.51 FL.=6169820 10 0 20 40 FINE
DISTANCE �W
EXISTING STORM GRAIN PIPE I L7 S 23'17'43" E 950 i
P' I L2 S 63'25'27" W 11.41 Z F 8
•°f (;TIQJ� PfJINT (�11 T' - 20' o
x ICP-01 NORTH D�RV €E111AY Tb OVER-Cl/IiB I L3 N 78'46'33" W 958 -
FLOW FROM LANDSCAPE AREA c / C` I L4 S 6601'19 W 1019 �W J
LS S 82'15'17" W 23.75 o
���� �������� �� ° 0� �� I L6 S 32'30'00'W 1829 o0
- - - - - l� �e \ \\ i �xd cP s U o
Pn)J�IT n REV2 /'\_`
' I ('(111 FC N (2 YU Z 7F NE ESM'T k\\ <^ m
CP-02 NOT( ULTE i ND DETENTFAAREA s //F 1 2 STAGE DISCHARGE DATA
LIMOS OF WATER SURFACE AT / BL Fl Ej/ 0208444866 / F`
' 100-YR STORM ' f . \ \ I q TRACT 11
E EV�818.
LONG o.os Ac j
(SOME SYMBOLS NOT USED)
33
REO'D 730 IF OF 8" / / / 1? 25 •>'�@Yan x \ et- FlRE HIDRANT �b
' PCP AT 0.5E SLOPE G2 ATE BSBID/f ' ' I I \\ WATER VAL KEVENTER b Eal� o
$ fl.USHLV"VE '
SoSPIGOT it
�� ' S 8531'35' 6j95 ° Y' WATER RINKL£R HEAD
OO TV -AL
PIRANSFORM£RTPAD
X
E xc \ x`` q SERNCE POLE
B7 C / REV2 \ tt a�afRr w/ cur ANCHOR
1.24 AC ` $%y\ / DET S OF AREA \ COT m TELEPHONE PEDESTAL
0 24 AC x�•► t � y �s � f 100-Ma TWORM R SURFACE AT � �,t`°O 4,0" S O rTEL ELEPH00NE MANHT
TI INTO BACK OF 10
` L\� EIEV-818.]B \ O P C FIBER OPIC VAULT Z
E%I6i. CURB INLET I `°° �� ete Gcjtr/ O
' / ` \ s® FIBER 11 PEDESTAL a
' AT F L. 61] 25 >, / �� 'P O FIBfR WPC MARKER DO I
SATELLITE
w REO'D. 6' 1 T x�)T12=0"/w // \ ` \� ® GMA
AS MEI£Rl� V� F-
BARRIER CURB ' \ / �� 78,4J• �ttt ® GAS VALVE �e Gas REGULATOR J Q Q
GA
® RAILROAD S RISER
MILEPOST MARKER ' Q O W
PRNAIE DRAINAGE EASEMENT N o` `t 0 RAILROAD SMTLYI . L- 3 1
REO'D. PRECAST JUNCTION BOXPRECAST
(T%DOT m.- ® SEWER MANHOLE 10 F
�, MA WITH HL93 LOADING MiH PRECAST UD (T%DOT / s o SEWER CLEANWT fn } Z
AND
/ PSL) AND CUSTOIA 9'X9' FC STYLE PRIME O BOLLARD K Z J
I / U• / \ \ TOP-6RAW. (NDS -5 REV2
N0. 913 OR EOUAL) 3 % y ® A C 5/GNAL POST Z 0 = a
°es FL=61'.so ( O 0
DETENTION AREA / t� U
c LIMOS OL WATER SURFACE AT •` / (:(lI I F(` x ` �.0�' 7"/ O EL£VAnON AT GUTTER ~ } ~ Q
100-1R 9TIXiM LL /(((/TT1/IN `„f LY _
h ELEV-fi18.58 ICP-G4 PRO J- '0 11 / 0 // a°3� EL£VAnON AT HIGH BANK n F Z
Z x / �x/ TIE 24" RCP INTO EXISTING INLET SPOT £ £ An. SL OF CURB _ W () W
/ j FL=61338t(MATCH EX FL) UNDERGRWND CABLE rvUN£
g PROPOSED BUILDING �� 4 ` s 0° z<` / �/ I ,a CONTRACTOR
TO VERj r LOADING - HocacaaiNO fLfcmic LINE = 2 Q U
W BIT 0 4,561 SF� AND Al / ^ �� 8" FL IN=fit 50 �• FENCE LINE In F.
F N
- I , A LAIN F ON P / °• Sti / UND£RGRWND FBER OPTIC LINE F FORCE MAN Z
*=a��T^� FLOORFPIAN FOR DIMENSIONS 30� NND£RGRWND GAS LINE
0.12 AC 5 �� / o•� 56 / --- --- l D£x CONTOUR ./ ELrva naN O i
aFfa ® / 1 O u f Sg --- ---- INTER TI 1£ CONTWR w/ ELE✓AnW J Q
i I 8 A2 PROPfarr uNf`
1)N FCTINT �j I OVERHEAD POKER LINE
Lil H c� 0.11 AC CP-OS WPM, GRATE I(J1ii-------- s�cE N
� / o W + / UNDERCRWND IELEPHWE UNf
_ DRAINAGE PIPE
BGA, '�" / (� EB SEMENT LINE EA
Ira wE acKs
/ C
7pN pppp1�N�T ng /
w W C�LLECTfAU3 HffUk
Lf� / ROOF DRAIN COLLECTION SYSTEM: (cou.EcnoN POINT 03) a
Q = COLLECTION SYSTEM x - _ _ J \ °/ O ..y`�C5
LOj, \�� / � � "S' 1O 32.3 IF OF 8' S D. PIPE AT 1.0% SLOPE O 15" NPDB AT TOP EL=619 70. FL EL=617 56
l HE
E A
11
IG SPOUT BOOT 111 11,
51
r - " PROSPER H P \y \ ° x / /323 IF OF e" 5 D PIPE AT t O9. SLOPE O DUVMSPaur 9oDT AND LATE, FL=61 ],zz A
195 LF OF 8" SD PIPE AT 1 07 SLOPE O DOWNSPOUT BOOT AND WYE, FL-61690
DOWNSPOUT BOOT AND WYE, FL=616.58 OSp OS 138.1 LF OF 8" S.D. PIPE AT I.4X SLOPE
15" NPDB AT TOP EL=61980. FL=61640
ORE RATIONAL METHOD Q = CIA
I.L �j
5 �YY� �00 RAINFALL INTENSITIES FROM CHAPTER 154: 'SUBDNISIONS, CITY OF FORT WORTH CODE OF ORDINANCES'
N REV2 PROPOSED SITE DRAINAGE DATA
HYDROLOGIC SOIL GROUPS OBTAINED FROM USDA NRCS WEB SOIL SURVEY.
AREA Tc le Ito Ia 11m Oa CH. Oa 01m COMMENTS
Jy RUNOFF COEFFICIENT 'C" 0.95 (PAVING & BUILDING PAD); 0.60 (GRAVEL AREAS); 0.35-0.45 (GRASS R (AC) C (MIN.) (IN/HR) (IN/HR) (IN/HR) (IN/HR) (On) (CM) (CFS) (CFS) CP
AREAS).
WEIGHTED "C" WAS USED FOR THE CALCULATION FOR ON SITE AND OFF SITE FLOWS. A t 2a Obfi t0 5]4 6.St ]55 92a a]0 533 68] ].56 CPOa To PRocosEo INLET; DETENTION IN PARKING \ 505
@/C TEALL DRAINAGE DESIGNED IN ACCORDANCE W/ CITY OF FORT WORTH DESIGN STANDARDS Al 012 090 10 574 651 755 924 062 070 082 100 CP03 BLDG DOWNSPOUTS TO COLLECTION SYSTEM k
SS
\ TIME OF CONCENTRATION FOR DEVELOPMENT SHOWN HEREON, WAS ASSUMED. SEE TABLE BELOW. A2 0.11 0.44 10 574 651 755 924 028 0.32 037 0.45 CPOS SOUTH TO NORTH FREEWAY INLET IN R.O.W.
PROPERTY LINES AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE APPROXIMATE. NO BOUNDARY Bt 02a osr to sr4 65t ]55 92a 0.]9 089 t is 126 CP02 ROUTE THROUGH NORTH POND SHEET
luc, ns1 LAX- F urvs wwt FROWOFO ar cRervr Fxciry n[m c C6.2
� . /�
SURVEYING WAS PERFORMED BY DUFFY ENGINEERING. ALL PROPERTY LINES MUST BE VERIFIED THE B2 009 O6] 10 5]4 651 ]55 924 035 039 046 056 CP01 OVER CURB AND OUT DRNE TO LONG AVE ■`/_ L
6s Nor c c nu wroRNArrox .I owrvU c OWNER AND THE CONTRACTOR PRIOR TO COMMENCING WORK.
W0
F
m V
W
N
W Z
Qa
V— W
U�
F- a�FGEmo
1C TES
624
622
B20
618
616
615
EX SLING CURB
Ar BRASKELL
INLET
DRI E
1�81].25
____ _________
I �•
PROPOSED ]3.0 LF OF IIIPCW
S.. PIPE AT 0—ROPE
- R 618.58
25-YR 618.55
10-YR 618.54
2-YR 818.94
1`EXIS
__ _____
-
__
-
G—ND
/
-
624
622
620
618
616
615
TRACT 1-A DETENTION PROFILE
I624 -
622
„IJ-YR 818.58
25-YR 818.55
10-YR 818.54
2-1R 818.14
�620 EXIST CROLI% -- - _-
�618
PRWOSED ]3.0 F OF B' Pi
616 S0. PIPE AT D.. SLOPE
I615
S.D. 10+00 11+00
TRACT 1-A DETENTION SECTION
t622
620
61s
616
615I
12+00
Q
0
O
H
U0 mw Q
Q
m� �X
Q OW
�� �~ Z w p O 0 Z LL Z 0 LOU
LLO </1
H 0,0
v�f
}
FQ W
� = 2a 0
wZ ~~ a
F-
OQ m
o
a'
a -
STAGE DISCHARGE DATA
TRACT IA
8TON1 p80RAeGE
IN
(rt/RI ICFSI �
oas p
SHEET
C6.3
LEGEND: IKAUI 1-A I CONSTRUCTION MATERIALS AND METHODS -
THIS SHEET ONLY CURVE TABLE I SHALL BE IN STRICT ACCORDANCE WITH THE -
CURVE RADIUS DELTA LENGTH LONG CHORD I CITY OF FORT WORTH STANDARD DETAILS. ®mp
B - -AREA LABEL "MAR.' C1 2055.00 00'16'44" 10.00 N 66'5039" E, 10.00
0.26 AC SUB-BAsw DRAINAGE AREA
C2 206450 02'26'00 87.67 N 65'29'17 E, 87.67 Z z hod
o
uMrrs of oRarucE nRFA sue-fl45IN ° ` I LINE TABLE U. s ~
FL=61-1 FL.=6169820 10 0 zo 40 LINE BEARING DISTANCE �W
EXISTING STORM DRAIN PIPE $ -- i I L1 S 23'17'43" E 950
A 1" - zo' I L2 S 63'25'27" W 11.41 Z F 8
rpLL��TION POINT 011 e I L3 N 78'46'33" w 958
x IC1-01 NORTH ARIVEWAY AND OVER -CURB ��� f �Z
FLOW FROM LMI.I . AREA c I L4 S 66'01'19" W 10 19 H c e
F'J's I LS S 32'15'00' W 23.75
Lij
L6 S 32'30'00" W 1829 j
nJ�I nJ�IT n REV2 '" f�
�T( OE II (()N iTU 2 7F 9NE ESM'T
CP-02 NOk TE i ND DETENTION AREA s / 1 y
LIMNS OF WATER SURFACE AT / B2 Fl Ej/ 0208444866 / F`
1W-YR STORMII q
CINRGE
t tG 9 \ ` \ S STAGE DISDATA
0.0AC o
\\\ % TRACT 2A
3y Qµ06 / I STD. W9EL DIEDRAwE (QL (SOME SYMBOLS NOT USED)
S \ (rFAAI ICF61 5
® WATER VAU1LT
REp'D 730 IF OF 8" FIRE HIDRANT b
P CP AT 0.5% SLOPE / C ° ATE LA�FA6DIENF 3� / / \\ WATER VALK N7ER ry Ay{,^Ealm 6 I \\ % 6ACKFLOW PREVE
100 819N 083 $ WATE VALVE 14
G i 1 S 6531'35' 81 5,9.5 x `j` 1(' WATER SPRINKLER HEAD =1
•• °•a° / GOT
PTV -FSTAL
ON£RE� PL
US
B7 r '- - - - - - - -' REV2 OEADMAN ANCHOR
2 ����� - - - - - - - - - - - - - - q sERWC POLE
go6fR POLE w/ cur ANCHOR
z 1.24 AC $%y\ / OEIENUMITSTON AREA \ \\ CO m TELEPHO E PEDESTAL
0 24 AC x�•► / / f 100-Ma E. R SURFACE AT \ V,rTEL ELEPHOONE MANHT
EV-618 1 °\ O P FIBER OPAC VAUL Z Q
EXIST TwaeiNLET / �' Beta6.T` \� 9yeq , ® O I
AT F L. 617 25 N
w z ' REC-D. 6' / T x�7Ti2=p"� 4y✓ '('/ \ \ \\ d ' ® MA
CAS MOX
EI£R l V ~
BARRIER cufte ' / �T�,aa �' ® ca5 v LVE O = 0) U
V �° \ o GAS REGU[ArOR J a Q
\ GAS-
RA- x a
�� x \ ° / q D MILEPOST MARKER Q O W v
g T / PRNAIE DRAINAGE FASEMEM / Ol v ' ® RAnROAp SN9TCH F-
3 1 .}� • \ k \ REQ'D. PRECAST JUNCTION BO% (T%DOT PJB SEWER MANHOLE IQ F
MA / WITH HL93 LOADING MATH PRECAST UD (T%DOT / s 0 SEWER CLEANWT u H } Z
/ PSI AND CUSTOM 9'19- SO STYLE FRAME I • BOLLARDAND 7 16 Z J
TOR-BR8.15 REV2
N0. 913 OR EQUAL) y ' ® SICJ C 5/GNAL POST Z 7 d
Oi AREA
���iii / LIMNSNITS EA OFOL WATER SURFACE AT / ( ° 1p �/IT\ C"2 ` X� q� O EL£VA- AT CUTTER ~ } ~ ~
100-YR STORM ICP-G4 PRO S-_ G It I x 0 // a°3� , EL£VAnON AT HIGH BANK = F Z a
ELEV-818.58 / / I� (�
"co, pI S �x/ E 24" RCP INTO EXISTING INLET I - - SPOT .1. AT
TONACK O CURB W U W
/ j FL=61338L(MATCH EX FL) UNOERGRWND CABLE I UN£
l g j PROPOSED BUILDING �� 44 ` a z<` / �/ I ,a OF EXISTING GRATE(G) r LonoNc - HocacaaiNO fLECTRic LINE = 2 Q U
W / ftEF 0 4,561 SF AND Al / 8-� / \ 8" FL IN=fit 50 C'• ' FENCE LINE In r H- N
UNDATION P \ / °• Sti / UND£RGRWNO FBER OPDC LINE F Z
FLOOR FOR DIMENSIONS 30.E '3 1 NND£RGRWNO GAS LINE
0.12 AC
TE CONTWR w/ ELE✓A11INJ J Q
r / I1C65i ,. oo° s A2 PROPERTr 3WON
KS l`r�T11)N pnRINT O5 pvERH£aB PBRER LlN£ o
0.11 AC CP- 5 E ATE INLEll-------- vW - N
T
UNDERCRWNO TELEPHWE UNf
w RER LINE ACKs ffi 'g 8 E 4
W W C )LLEC� p rlff IN OfGIN ! �P� "�` � ROOF DRAIN COLLECTION SYSTEM: (COLLECTION POINT 03)
Q = COLLECTION SYSTEM
32.3 IF OF 8' S D. PIPE AT - SLOPE O 15" NPDB AT TOP EL=619 10. FL EL=617 S6
ol
N PROSPERLOT H P AG/TY \y \ ° x 323 IF OF 8" SD PIPE AT 1 p9. SLOPE O DOWNSPOUT BOOT AMC WYE. FL=617�22 IS
195 LF OF 8" SD PIPE AT 1.09. SLOPE O DOWNSPOUT BOOT AND WYE, FL=61690
Uqy R OE W E,
S OSp OS 138.1 LF OF 8" S.D. PIPE AT 1.0X SLOPE DOWNSPOUT BOOT AND FL=816.58
QGI, 15" NPDB AT TOP EL=61980. FL=61640
u - RATIONAL METHOD Q = CIA
I.L �j CFE
5 �YY� �OQ RAINFALL INTENSITIES FROM CHAPTER 154: 'SUBDIVISIONS. CITY OF FORT WORTH CODE OF ORDINANCES'
N REV2 PROPOSED SITE DRAINAGE DATA
HYDROLOGIC SOIL GROUPS OBTAINED FROM USDA NRCS WEB SOIL SURVEY.
AREA IN le 110 la Hm Oa Q1a Ca Clew COMMENTS
Jy RUNOFF COEFFICIENT 'C" 0.95 (PAVING & BUILDING PAD); 0.60 (GRAVEL AREAS); 0.35-0.45 (GRASS R (AC) C (MIN.) (IN/HR) (IN/HR) (IN/HR) (IN/HR) (CFS) (CM) (CBS) (CFS) CP
AREAS).
WEIGHTED "C" WAS USED FOR THE CALCULATION FOR ON SITE AND OFF SITE FLOWS. A t 24 Obfi 10 574 6.St 755 92a alp 533 687 7.56 CPOa To PftocosED INLET; DETENTION IN PARING 55
p/C TEALL DRAINAGE DESIGNED IN ACCORDANCE W/ CITY OF FORT WORTH DESIGN STANDARDS AT 012 090 10 574 651 755 924 062 .70 082 100 CP03 BLGG DOWNSPOUTS TO COLLECTION SYSTEM k
SS
TIME OF CONCENTRATION FOR DEVELOPMENT SHOWN HEREON, WAS ASSUMED. SEE TABLE BELOW. A2 0.11 0.44 10 574 65t 755 92a 026 0.32 037 0.45 CPOS SOUTH TO NORTH FREEWAY INLET IN ROW. _
PROPERTY LINES AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE APPROXIMATE. NO BOUNDARY Bt 024 057 10 574 ES1 755 92a 0.79 089 115 126 CP02 ROUTE THROUGH NORTH POND SHEET
wxeW=FROW�D� RNTF xlxE�° C6.4
'NCc SURVEYING WAS PERFORMED BY DUFFY ENGINEERING. ALL PROPERTY LINES MUST BE VERIFIED THE B2 009 067 10 574 651 755 924 035 039 046 056 CP01 OVER CURB AND OUT DRIVE TO LONG nvE
cs xOr c c nTlc wFORN 9 OR O `,P OWNER AND THE CONTRACTOR PRIOR TO COMMENCING WORK.
624
622
620
618
616
614
612
99+00
W0
F— r
W
W
N
W Z
Q Q
N J
U 9O
H a
100+00
A94
J PWO5E0 TE INLET!' ----------
SO PIPE AT 1.� — F,61T-,/
PROPOSED 91.5 lF OF 2e PP
S D. PIPE, AT 1.11 S.1
101+00
TRACT 2—A DETENTION PROFILE
102+00 103+00
R94
622
POND WSEL
622
620
too-m 619.7e
F-YR 818.TJ
m 61b.69
vR 816.61
620
618
616
E
618
616
614
i GROUND \
! PfOPOSED OR, ATE INLET
614
199+00
200+00 201+00
TRACT 2—A DETENTION SECTION
202+00
203+GO
624
622
620
6181
616
614
612
104+00
STAGE DISCHARGE DATA I
TRACT2A
1
STORM OMORMGE
IVFutI WSEL ICF6
B10>9ol
Q
e
SHEET
C6.5
ORE
CONSTRUCTION MATERIALS AND METHODS SHALL BE PER
NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS
'y (NCTCOG) AND IN STRICT ACCORDANCE WITH THE CITY
F FORT WORTH STANDARD DETAILS.
20 60
REO'D CONSTRUCTION A / 1" - zo'
ENTRANCE
III (sOm xm INAEnTRe�wMaRA) o �
F
REQUIRED SILT PENCE ° O O° 0 o o cPOq
i sT ®"'" °oopoa FZ
o 0 o O o
p o 000 °00000Co
�P-o
v �\ \,RI
o O0o \ooC0000000°pQ °° 00000°
it poo 000000°0000 °�"0000 °o
j3 \\ oo OOOOO oo 0000°p oo
OOOOp OO OOpp REWIRED SILT FENCE
T PRDTECR
PROPOSED BUILDING4,561 SF
"A"' P
FLOORPINFOR DIMENSONS 0
REQ'D. INL1- PROMOTION
h>yG,
REQUIRED SILT FENCE
REO'D. INLET PROTEC
PROSPER 'Ho gUTy
00,000
\ \\00000 ° 0oo0O000
0 1) Dared 000000000°pool
\ \ 0000 o00p00 O00000 0oOp000
\\ G' \\ °0000°°000000°°00000°°00000°°
\A 00
0000
0o00°p O0000001, 0 0o000 �00°
\ O 00
oo °00000000°°00000 °00000 °
0 00000 °p00 o00
000000 °0000 Q000 °0 oOp O°
\ 11 °p O0000°O p00 °000 000 Op 00
\ \ \ 000000°°000000°000000 0000 °O� oc
\ \ 000-0op000 000 °OPOOOO
\ °oo 0000000°p°oop�a3i7`%8`Bo`,ogoo-OCEI
1L`���•' Opp, ^.o'O 0�O
° 00 °o�oo °q �° 00 \ \ \ \ �0000 000° op�W(p°4. 0 ^0 000
00090
"P '� o 0 0 0 \ \ o o° °fiL. N�OIEcSI 0 op
a 000 0°po0000 O \ p ooVo�oo
G% poop °0000 oo '00 p o0000
00000000 00000 °000\\ 0°p00000
Co 00 poo °00000 °0000 \ Teo\ °-0000
poop 00° pp 00000 0000000\'DA�i'�E op 0p°
Tool- 00 Iluoo'�7-7 °poop 000000 \ 00
°poo°pO ° oo°°0000 °p00 00 °p° O \ ss>. \ '
1000 00 °00000 9'�O °p 0000\ JO \
0, 00O O°00 °p 00 0� R00000 °0000 ° slesT TWA
°°0000° 00o°oo°OpO®O�q5�$`�tl°00000
° o O°p ° o°O 000 ol!p00°O 00000
00 ° p0°000OoO o,pipp 0°o o0000°o
o
00 °p 0000 0000 w°o OOp 00°� 00
° 0000 °p 000000 o0
°p 00 °0000 Ooop0p0
Coo 00000°Apo
°0000
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YPOSYO�toTo
R R
y�sOr
�/STY
GENERAL NOTES
AL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEKAS POLLUTION DISCHARGE EUMINATION SYSTEM
(TRIES) PERMIT ISSUED BY THE TCEQ AS DEFINED IN TPDES GENERAL PERMIT NO. TKR150000.
FOR SITS OF 5 ACRES OR GREATER, A TPDES NOTICE OF 1- (NOI) FORM MUST BE SUBMITTED TO THE
TCEO AT LUST TWO (2) DAYS PRIOR TO COMMENCING WORK. FOR STIES GREATER THAN ONE (1) ACRES
BUT LESS THAN FINE (5) ACRES. A TCEO CONSTRUCTION SITE NOTICE MUST BE COMPLETED. A STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) MUST BE COMPLETED PRIOR TO SUBMITTAL OF THE NOI OR SITE
NOTICE THE SIGNED AND COMPLETED SWPPP MUST BE MANTANED AT THE JOB SITE AT ALL TIMES.
EACH PRIME CONTRACTOR SHALL MAN AND SUBMIT TO OWNER/ENGINEER A POLLUTON PREVENTION
CERTIFICATION FROM EACH SUBCONTRACTOR WHOSE WORK IMPACTS THE STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID SUBCONTRACTOR. THESE
CERTIFICATONS S141L BECOME A PART OF THE STORM WATER POLLUTION PREVENTION PLAN.
CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES SHOWN IMMEDIATELY UPON
ENTERING SITE. REPAIRS OR MODIFICATIONS TO THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE
CONTROL MEASURES PROVE INEFFECTNE OR IF ADDITIONAL CONTROL MEASURES ARE NECESSARY.
AT A MINIMUM, PERIMETER CONTROLS SUCH AS SILT FENCE OR STRAW SAES SHALL BE INSTALLED AT ALL
DOWN SLOPE BOUNDARIES AND AS WARRANTED WHERE PAVEMENT REMOVAL, UTUY CONSTRUCTION, GRADING.
OR OTHER CONSTRUCTION ACTIVATES ARE TO BE PERFORMED. CONTRACTOR SHALL AT ALL TIMES TAKE SUCH
MEASURES AS NECESSARY TO MINIMIZE OFF -SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GAMAGES TO ADJACENT PROPERTY OR TO RECENING WATERS
CAUSED BY IMPROPERLY INSTALLED OR POORLY MAINTAINED EROSION CONTROL MEASURES.
THE CONTRACTOR SNALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY SILT DEPOSITS OR
TRACKING BEYOND THE LIMITS OF CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE
EROSION CONTROL MEASURES.
CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SILT AND SEDIMENT FROM EROSION
CONTROL MEASURES WHEN IT REACHES A DEPTH OF SIX (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF
THE MEASURES.
THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF EVERY SEVEN DAYS AND AFTER
EVERY RAINFALL OF 0.5 INCHES OR GREATER TO DETERMINE THE INTEGRITY AN EFFECTNEIJESS OF THE
EROSION CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH THE POLLUTION
PREVEHTON PLAN. THIS INSPECTION DOES NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION
AND MANTEHANCE OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE INTENT AND
CONDITIONS OF THE NPDES GENERA PERMIT.
THE CONTRACTOR SHALL PROMDE ADEQUATE PPOTETION OF STORM DRAIN INLETS USING STRAW BALE
yO �O TS P CHECTOR ELL PREVENT MAERNLECI�OM ENfQtING ITHE STORM DETAIN RSySTEM. OR INSTALLID, TIE
CONTRA SPOON EIOUSVALENf MFISURE,S ASRMPROVED BY ENGI EER, TODPROPEIRLYFEN�MROLWSEDIMENT
PUN
Z;, TH R SHALL STABILL2E ANY ARE4 WHERE CONSTRUCTION ACTNIT' 6 TEMPofUAILY OR
C CEASED FOR MORE TMN to DAYS.
;
000,
EX GROUND)
WIRE
�.I If lbk,
TRENCH FABRIC TOE-11
A
I LENGTH AS SHOWN ON PLANS I I LENGTH AS SHOWN ON PIArv6 N \
FlEiER FABRIC STABERAiION-.-E STREET PAVED ELIC
ROM EYING SITE
TRANSITION TO
E.ISTING GRADE PAVED SURFACE PAVED SURFACE c
PROFILE VIEW DRAINAGE FRM MUST — `
NTs SHEE
CONSTRUCTION ENTRANCE PLANVIEW
T ^C.O
MOTEL 6
STATIONING FROM PLANS FOR NO—
TARR R H35WSS - 3AS HIGHWAY
AY
. SHEETROW-81
1
MOTEL 61 PROPERLY LINE (TTP.) I - - °
SEE PLAT. R—O'0GE-LOG GG - .,, TEXAS JUVENI
TONING FROM PLANS FOR NgtR1 N43'ag 01g8_ JUSTICE DEPART
ANT EXPRESS - 3AS HIGHWAY _
NO. IH35W. SHEETROW-81 I PROPERTY LINE (TYP.)
10' WATER
j L H. HI'
9].5'
PROPOSED DRIVEWAY CONDITIONS
________________
'TY ESM'T.
0
o �
m I
A A
1ALL IE
OVERNMENTS
�95
i THE CITY
1,
GO
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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 9
Rev. 03/01/2022 BN
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
Location of Erosion
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 10
Rev. 03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN