HomeMy WebLinkAboutContract 62263Date Received: 11/05/2024
Time Received: 2:26 p.m.
Permit No.: SWFMA-24-0070
City Secretary No.: 62263
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day 5th of November
2024, by and between GRBK Edgewood LLC, a Texas limited liability company,
hereinafter acting by and through Bobby Samuel, referred to as "Landowner", the Madero
Residential Community, Inc., hereinafter referred to as "Association" and the City of Fort
Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a acre
tract of land situated in the Greenberry Overton Survey, Abstract No. 1185, Denton County,
Texas according to the deed recorded in Document No. 2021-227988, Deed Records,
Denton 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 Madero Phase 10 hereinafter called
the "Plan", which is expressly made a part hereof, as approved or to be approved by the City
and the Landowner and Association provides for management of Stormwater within the
confines of the Property; and
WHEREAS, the City and the Landowner and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on -site Stormwater Management Facilities be constructed and maintained
on a portion of the Property; and
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 1
Rev 03/01/20228N
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, including Association, the location and dimensions
of which is shown and more particularly described by metes and bounds in the attached
Exhibit "A" ("Facility Property"); and
WHEREAS, Landowner agrees to convey the Facility Property to the Association
and the Association agrees to accept the Property where the Stormwater Facility is located.
NOW, THEREFORE,` in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on -site Stormwater Management Facility ("Facility")
at no expense to the City of Fort Worth in accordance with the design
specifications for the Facility, attached as Exhibit "B", and the current standards
then in force and effect in the City of Fort Worth and with the Operations and
Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater
Facility includes all pipes, channels or other conveyances built to convey
stormwater to the facility, as well as all structures, improvements, and vegetation
provided to control the quantity and quality of the stormwater. Adequate
maintenance is herein defined as good working condition so that these facilities
are performing their design functions. The Stormwater Structural Control
Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be
used to establish what good working condition is acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of the
inspection is to assure safe and proper functioning of the Facility. The inspection
shall cover the entire Facilities, berms, outlet structure, pond areas, access roads,
etc. Components of the Facility, which need maintenance or replacement to
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner and Association, its successors and assigns, hereby grant
permission to the City, its authorized agents and employees, to enter upon the
Property and to inspect the Facility Property whenever the City deems necessary.
The purpose of inspection is to follow-up on reported deficiencies and/or to
respond to citizen complaints. The City shall provide the Landowner, its
successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary.
4. In the event the Landowner and the Association, its successors and assigns, 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 stevs 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 and the Association, its successors and assigns, will perform the
work necessary to keep the Facility in good working order as appropriate. In the
event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, 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 or the Association. Such lien shall be perfected by
filing in the office of the County Clerk of Denton County, Texas an affidavit
identifying the property to be charged with such lien, stating the amount thereof,
and making reference to this Agreement.
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER AND
ASSOCIATION COVENANT AND AGREE AND DOES HEREBY
INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT
WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR
CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT
ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE
OWNERS OF THE FACILITY PROPERTY TO MAINTAIN THE
FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND
BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO
PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND
ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR
(3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA;
OR FAILURE TO PERFORM ANY OTHER DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the boundaries of the Property in which the Facility is
located as outlined on 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 and
Association covenants and agrees that no habitable building shall be erected on
the above property abutting such boundaries of the Property in which is Facility
is located, which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100year frequency flood.
8. This Agreement shall be recorded among the land records of Denton County,
Texas, shall constitute a covenant running with the land, and shall be binding on
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev 03/01/2022 BN
the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere herein,
it is expressly agreed and understood that the liabilities, indemnities and
obligations of GRBK Edgewood LLC as Landowner hereunder shall expire and
be of no further force or effect upon the transfer ("Transfer") by GRBK
Edgewood LLC to the Association of legal title to the Facility Property, save
and except for any liabilities, indemnities and obligations of GRBK Edgewood
LLC as Landowner hereunder which have accrued and are due, payable and/or
performable as of the date of the Transfer and which shall expressly survive the
Transfer.
[REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
STORMWATER FACILITY MAINTENANCE AGREEMENT 5Rev. 03/01/2022 BN
Executed this 5th day of November 2024
CITY OF FORT WORTH LANDOWNER
GRBK Edgewood LLC
Dana uu o a Texas limited liability company
Dana Burghdoff(Nov 4, 02422:14 CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth By: Bobby Samuel F2t�,ot,1r—
Nov 4, 2024 Its: Atrtl.,,:�ii1 �igj. ,j ✓1�
Date:
Date: /plzgl zy
Approved as to Form and Legality:
ASSOCIATION
Madero Residential Community, Inc. a
w �
Texas non-profit corporation
Matthew Murray
Sr. Assistant City Attorney
By: Bobby Samuel
City Attorney's Office
Its: Vice President
Date: Nov 4, 2024
Date: / O/Z V/ Z y
ATTEST: p�°?9��
Contract Compliance Manager:
aana nEo"S4ba
By signing, I acknowledge that I am the
person responsible for the monitoring
Jannette S. Goodall
and administration of this contract,
City Secretary
including ensuring all performance and
reporting requirements.
Date: Nov 5, 2024
Re4e're� 1 wt..- owes
Rebecca Dlene Owen (Nov 4, 2024 11:02 CST)
Rebecca Owen
Planning Manager
Date: Nov 4, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on November 4th, 2024 by Dana
Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth.
�/✓Qi'�a'���ar�e�
Notary Public, State of Texas
�PRYpUg WENDY L BEARDSLEE
Notary Public ,
* * STATE OF TEXAS
Notary I.D. 13323719-3
oF�'
My Comm, Exp. July 28, 2025 '
LANDOWNER
STATE OF ��CIS §
COUNTY OF C40 �,��ti (\, §
BEFORE ME, the undersigned authority, a Notary Public in and for the State
of S �� on this day personally appeared Bobby Samuel d1�
Serer, 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 GRBK Edgewood LLC, a
Texas limited liability company and in the capacity therein stated.
GIVEN UNDER MY H ND AND SEAL OF OFFICE this day
of (Aber, 20 ��
Notary Pub ic, State of
KRISTY LYN CHANDLER
Notary ID #129770238
�� *Y My Commission Expires
n oF� April 1, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
ASSOCIATION
STATE OF —F-'
COUNTY OF ��`,
This instrument was acknowledged before me on (�� by B, obby
Samuel, authorized representative, acting on behalf of the Madero Residential
Community, Inc.
I/
Notary ublic, "State of
trRY °�e KRiSlY LYN CHANDLER
i Notary ID #129770238
My Commission Expires
~ ova April 1, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
5.108 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 5.108 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO.
1185, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF
LAND DESCRIBED TO GRBK EDGEWOOD LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2021-
227988, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT ON THE WEST LINE OF SAID GRBK EDGEWOOD TRACT, FROM WHICH THE
NORTHWEST CORNER OF SAME TRACT BEARS NORTH 00'19'50" WEST, A DISTANCE OF 986.70 FEET
AND FROM WHICH, A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00°16'24" EAST, A DISTANCE OF
0.70 FEET;
THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND
DISTANCES:
NORTH 89°49'59" EAST, A DISTANCE OF 78.97 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 205.75 AND A CHORD THAT BEARS SOUTH 44-48'02" EAST,
292.82 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 90-43,59", AN ARC -
DISTANCE OF 325.82 FEET;
SOUTH 00°15'48" WEST, A DISTANCE OF 579.12 FEET;
SOUTH 89°47'57" EAST, A DISTANCE OF 108.82 FEET;
SOUTH 00°18'40" EAST, A DISTANCE OF 248.69 FEET;
SOUTH 89°41'20" WEST, A DISTANCE OF 386.83 FEET TO SAID WEST LINE, FROM WHICH A
S/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE EAST COMMON
CORNER OF SAID GBTM SENDERA TRACT AND LOT 1X, BLOCK 26, MADERO PHASE 4
ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS
SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. 2023-311, PLAT RECORDS OF
DENTON COUNTY, TEXAS BEARS SOUTH 00°19'50" EAST, A DISTANCE OF 564.58 FEET;
THENCE NORTH 00°19'50" WEST, WITH SAID WEST LINE, A DISTANCE OF 252.15 FEET;
THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 89'47'57" EAST, A DISTANCE OF 149.79 FEET;
NORTH 00°15'48" EAST, A DISTANCE OF 570.07 FEET;
NORTH 89°44'12" WEST, A DISTANCE OF 155.70 FEET TO SAID WEST LINE;
Page 1 of 3
EXHIBIT "A"
5.108 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
THENCE NORTH 00°19'50" WEST, WITH SAID WEST LINE, A DISTANCE OF 215.43 FEET TO THE POINT
OF BEGINNING AND CONTAINING A CALCULATED AREA OF 5.108 ACRES (222,514 SQ. FEET) OF
LAND.
Aaron Gam. n R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 711 Street, Suite 300
Fort Worth, Texas 76107 S
682-747-0800
TBPELS Firm No. 10194382
Page 2 of 3
�..2
S
�AARON�•C_ BROWN
..%................
6702. P
� Fess�°• o'�z
SUR`IF'�
March 18, 2024
SONGBIRD ADDITION
CAB. H, PG. 983
P.R.D.C.T.
1
NOW 19'50"W
986.70'\\
POINT OF
BEGINNING
GBTM SENDERA LLC
C.C.# 2020-132253
R.P.R.D.C.T.
E�
5��
N
U)
O N
O
Z
5/8"IRF BEARS APPROXIMATE SURVEY LINE
S00°16'24"E, 0.70'
L1
L4
0
Q
n
W
GRBK EDGEWOOD LLC
C.C.# 2021—227988
R.P.R.D.C.T.
5.108 ACRES
(222,514 S.F.)
W
t
tD
00 00
O N
N
SOO*19'50"E
S89'41'20"W 386.83'
564.58'
LINE BEARING
DISTANCE
LOT 1 X, BLOCK 26
L1 N89'49'59"E
78.97'
MADERO PHASE 4
A
L2 S89'47'57"E
108.82'
C.C.# 2023-311
"LJIt
SURVEYING"
"LJA SURVEYING"
L3 S89'47'57"E
I 149.79'
n
P.R.D.C.T.
L4 1 N89'44'12"W
155.70'
o
CURVE
CENTRAL ANGLE
RADIUS I CHORD BEARING
CHORD LENGTH
ARC LENGTH
LEGEND
Cl 90'43'51
I 205.75' S44'48'02"E
292.82'
325.82'
o C.C.S
COUNTY CLERK'S FILE NO.
IRF
IRON ROD FOUND
F CIRF
CAPPED IRON ROD FOUND
W R.P.R.D.C.T.
REAL PROPERTY RECORDS,
2='= 0
200
W
DENTON COUNTY, TEXAS
P.R.D.C.T.
PLAT RECORDS,
iORIZONTAL DATUM:
DENTON COUNTY, TEXAS
1 INCH =
200FT.
e THE BEARING BASIS
IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NA083 (2011) EPOCH 2O10),
AS DETERMINED
MY CPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OF 2-00015063.
0
DATE: 03/18/2024
EXHIBIT "A'"
PAGE 3
DRWN BY: S.A.T.
5.108-ACRE STORM WATER FACILITY
LdA Surveying, Inc.ju
4
CHKD BY: A.C.B.
MAINTENANCE AGREEMENT
3017 West Ah Street
Phone 682.747.0M
OF 3
SITUATED IN THE
Suite 300
PROJ NO. 0112
GREENBERRY OVERTON SURVEY, ABSTRACT NO 1195
Fort Worth. Texas 76107
T.B.P.E.LS. Firm No. 10194382
�.
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
_
EXHIBIT "B"
MADERO PHASE 10 CONSTRUCTION PLAN SHEETS'
• DRAINAGE AREA MAP
• STORM DRAIN PLAN & PROFILES
• SWALE PLAN & PROFILES
• GRADING PLAN
• STORM DRAIN DETAILS
• EROSION CONTROL PLAN
11
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OVERALLSTORM
DRAINAGE MAP
Madero
Phase 10
CITY OF FORT WORTH
DE�NTO'�COOUNTY, TEXAS
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NOTES
DESIGN CRITERIA
]ArwMl
71
I THE EXISTENCE AND LOCATION Or ALL —GROUND UNNIES SHOWN
On DIE DRAM— ,WAE OBTMNED FROM AVAEABL£ RECORDS AND
1. RATIONAL METHOD OF DESIGN
2. DESIGN FREOItENCY
µ �
NOTE: THE CONTRACTOR SHALL CONTACT THE POUDIUM
AT LEAST
/pE ARPROAW,E MV#HDI IK O,A,LOL CO.ELCi4N I'm ENONVOI
ASSUMES AN, OLSPOUNRIn `DP IN1UtlE4 P16011 ro MFDTwK19N
(A) CLOSED SYSTEM - 5 YEAR
-Qf-
ti
Iw
4B HOURS PRIOR TO EXCAVATING IN THK
R(ININ FM1EN OWMTYCATL
ATMDS GAS
FIECTPoC oElnT:RY
APU
1-N1T-]6J-A4Tl
1-600-J45-coos
1-BOO-2tt-s112
THE ERES TO PR TECT LL LINES SD r0 AND R Y OTHNFOFE'AIY
MEASURES i0 PROTEGE ALL LINES SHOWN R NOT Alrr OTHER
UNDER ROUND UTILRIES NOT OF RECORD OR NOT SHOWN ON TIE
BANS
(� CLOSED SYSTEM - lOD YEAR
(C) OPEN CHANNEL - 100 YEAR
= 0.015 FOR REINFORCED CONCRETE PIPE
= 0075 FOR REINFORCED CONCRETE BOX
_
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F
cHNDER COMNUNI-1—
FORT TRAJTX5 FiON/PoBLIC
1-512-sD9-enx
1-812-,15-60 ]4
] CANTFU4TMI SNA.L VERIFY HORIZONTAL AND VER,ICAL LOCATXIM5 OF
ALL MSDNG UTILITE5 PRIOR TO CONSTRUCEDN
n - 0019 FOR STREET / CURERS
RAINFALL INTENSITY FROM CITY OF
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FOR OTHER iACUOES 1rWW IFFASBII OPG
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J MMEDUIELY NOTIFY THE ENGINEER OF ANY g5[REPANOES
A SEE APPROVED FLOOD SNDY r5fl-2020-06T FON COMPLETE
OONNSTRFAAI A45ESMENT
FORT WOBIN STORM IXWN MANUAL
pONOFT COEFFICIENTS
pE510ENINL -A-S" L=0 B] 1�.=T.9B
EXISTING CONDITIONS C=D }0
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A.
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1 "w MED ONE
I6 WIM ea i E7CIS7lNG DRAINAGE
ilk
oaon ELvt m�04 5 uc O i AREA MAP
TPA 1
tNe _ W osro 061 `_"`_-� Madero
DJ1:1 1 Phase 10
apo PHASE
CIMADE TY OF FOIST WORTH
D; o
a ON I tN1AfE� ,t L.- 1A_ _plt/I \ \ _ DENTONCODN'FY,IESAS
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5V ° = OSF] ; 1 M]40 011Y
DATE: Jur zozA
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[2 �� VZ 11 -. 'Fi•. . �. - _ �. _. \ . 1. / I .. �_— I .r .w or t51 SHEETS
nn.rr A�j CUL•A`MR& ��?`I LEGEND DESIGN CRITERIA NOTES rus
• ,uEl ' °t U�4•"1«i0� lip•, N.CTau — .It.... pp/JxAGE DUDE I RATIONAL METHOD OF DESIGN I� THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UIttRIES NOO — rk
�I SHOWN ST THE OMWIOCA WERE OB UN FROM AND UMff Fie,IUB FbrYn H.6 E•e
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1. RATIONAL METHOD OF DESIGN UTIUM S SHOYIN ON THE DMSYINCS WERE OBTNNED DRAXIAGE DMDE
FROM A MLABLE RECORDS AND ARE APPROXIMATE
2 DESIGN RiEOUENLY NOTHEP THE OWNER, DEVELOPER NOR ENGINEER L PROPOSED ETOPM GRAIN smw
- ' -b r -AC •' (P) CLOSED SYSTEM - 5 YEAR ASSUNEG ANT RESPONSIBILFOR URLIDES PRIOR TO
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IP • - TO TNtE A PRE GUIIOHMY MEASURE9 TO PROTECT
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_ RAINFALL IMENSNY FROM CITY OF B CONTRACTOR SHALL VERIFY HORQOMOL AND VER IC& y jMNA[[ nm MAOW
FORT WORTH STORM DRAIN MANUAL LONSIRUC OF ALL EXI911NG NIINIES PRIOR TO
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THE REOU NO wAu 6 LDUTED. O
3 NET-PIC WALS GREATER SHAH IV IN HEN REWRE
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Phase 10
CITY OF FORT WORTH
DENTON COUINTYa TENA3
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W UftKABONS SECTION A 1 U/��.�ydMNNy BMA 1A
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`fj �VJp,I t11 [en Miyarm pl-1f9691 tT10
31ryLt• w II \\\ aAas Te.a: 15106 FRN"1-1311
�•I p / •� x' .R; � .. _ ;�� i<i Y&• / �OESGFA �YIGUo 2M
DLWfF�RfMN SCALE
3 H1-
EM: - 40'
j^ j ! '�• } I VRI: NIA
SHEET
' 97
Or E51 fHEEY9
r
` .• • • • •Hw,rRw •r rlirA .v�r..�..a-rar.•
s„ An
FI AN AFN - rns.E —.5
1=s'�`�"WI CONCoRFETE PIPE
E COLLA
R N]] 41 1043411N
PROME_VIEW—COVER
xRN1
MAHHOLC FPAME CGB REV AN O I 33 05 13-0417
RY,I—ml COINpNea PIP.
Pl.n VIPv.
FNrx
Uro LVN
EIRVRbn� B Comr
IYR Ell
..I LYre
EIRYa61en - Camvdlna Ewp
- U
Llrw
Uv
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Tor,gm and Groove Plpa
Raeuean-Opt— 1 Ilamrl1zl •0 Ir"v'"I ��P ieR111E
E C FE
1
STORM GRAIN LINE
SECTION A -A
}
CONCRETE SIu.LL HAVE A
MINIMUM COMPRES5NE
STRENGTH OF 3000 PSI
. 26 MY
w Rh-[ 140 1!1 A
ILOPED END HF_ADWAI_t_ (SD10/SD16)
F dF TO SO
ft" PEA "—
A 1I A
I
— —If I
L— — — —.—.
REINFORCING SHALL BE NO 3 BARS
ON 16' CENTERS EACH WAY CONCRETE SHALL NAVE A
1 MINIMUM COMPRESSNE
STRENGTH OF 3000 PSI
M 28 DA S
N1
VARIES - I' WIN 1' TOE WALL
RCP STORM ORNN
SECTION A -A
SLOPED -NR HEADWAIl
NOT To A E
A
fz.
Ili, ��•.i,i;�;
CONCRETE SHAL NAVE A
MINIMUM COMPRESSNE
STRENGTH OF 30M PSI
AT la OAK
VWIES - I' MIN I -' ti—
STORM DP.uN LINE
SECTION A -A
SLOPED END HEADWALL (SD-U
OT TO T
lI_l... ll_. i
0
0. IN-- AO I.W.
To 7p•la-O200Rl1-IOCpI•CO+CES
—my
MAI.SCO NO 50-C
f
M•1 e.lTulow.
M(::41wur..•RnH UNI
X,NttlllpRKS, 1
WUWE CMI YIITH '%' IN OMEN AT BACN OF CW
N SO,IM SOI OF ll W ROAD t 45' NEST OF
1[NCTIMAPR NO 1
MUNFE COT NIM IT IN OI RR AI ffi R OF Mft-
e,RTN OF THE PCLO OF U1000 wOLL AT
OOMEN IIOGE NORM ON m-
I„yvr n
STORM DRAIN DETAILS
Madero
Phase 10
CITV OF FORT WORTH
DENTON COUN-FV, TEXAS
W
F/AafV-N
.w CFR 611010
5d♦H
PiaTww lWl
iW -F.10M
L MPIpEEC1 D
YP-011!
WE, A' AN
OESIGN: LA
ONIM/ to
oNRa[IH[N
SCAtE
1u � jr
1gR2: MS
I vERi: Nis
1pW
SHICLT
c
141
I
p lu 9QR
Z
s
E�
lf
.0
I TI
N
o SD t00 zoo J I. III �. I
1 I e ;11 i
I III +-I
TEMATWE C� 1RUCIIb I ( -_
TDnLMNa LOGRON , �
(SEE NOTE [6) III 1
ROCK CHECK DW
NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
IB HOURS PRIOR 10 DICANATING IN THIS
AREA
FOR, MVMiH WATER OCpARMENT
1-el7-Bit-0296
4TNOL CAS
1-866-]]2-BBBT
TIN OUEC`R'G NlANNY
1-BW-N2-911]
CHARMER Co—ACA-DAS
1-B1T-509-62T2
FORT N WORTUNSPORTAnoN/RIBLIc WVRI6
1-Bt7-]92-8,00
FOR OTHER FACILITIES WWW.TR%ASBII
OPG OR 1-eoG-545-6005
ITOTAL DISTURBED:
120.6 ACRES
L0
I /• W
e zT 7a1 zs I�za . L;l
{f. xB I zs :a hjjs za � :: }x, zDSIT u +
/ w
IS . 201 ,xl t37 1 `] 3 a IS 7 per' 9 ,10 Il tx/,1] ,11 t] (/)
T254P B- M ]0 ti2B 2'.x, 2] 1xl x0 1. 1. �T ,af
2, 5 fi{B , . I . I�O� LL �x
11.T C DEVELOPER SHALL PERFORM WEEKLY SWPPP INSPECTIONS AND SHALL
CONDUCT A RAIN EVENT INSPECTION IF THE CRY OF FORT WORTH
REQUIRES IT
2 PRIMARY OPERATOR TO LOCATE AND AWNTAIN EOUIPMEM STAGING AAFA
AND EQUIPMENT UYDOWN AREA
] PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE 401. UPKEEP AND
MAINTAIN ME CONSTRUCTION SITE N ACCORDANCE WITH LOCK, STATE AND
FEDERAL REOUITEMIEIITS FOB ENUSION AND SEDIMENT CONTROL (FCEO
HIR150000)
4 pRLWRY OPERATOR SHALL IMMEDMTELY HYDROUR LCH ALL DISNRBFD
MFAS AT ME COMPLETION OF ALL GRADING ACIMIIESITH WIN THE 00
YEAR n000PwH
5 IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSMUCTION SITE,
THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL
PRONIGE STREET CLEANING ON PUBLIC STREETS ON A DAILY BASIS EARTH
MATERAL 5 NOT PERMITTED TO ACLUMUTATE ON ANY PUBLIC STREETS
USE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED
a CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER
T ALL PARKLAND. ROOM OF WAY (ROW) CORNER GLPS, AND TRAFFIC
DNDERS MILL BE MARRANE. AND MOA4D BY ME CONTRACTOR TOR HIGH
44S5 AAA1 RnI [ATNF 1. —
LEGEND
SEDIMENT BARRIER TO BE r----------
NSTAIIFD PRIOR TO ANY
LAND MSTURSANCE OR (V
NRVL WDWG
(SEE DETAIL SHT 151)
SEDWERM BARKER TO BE 40111ff IT III, It **Do*- 0
INSTALLED AFTER — I
GRADING AND/OR Af1EIt
PAVEMENT CONSTRUCTION
AND CURB BACKRLL �j$J
ROCK RIPRAR LSKvi1
eMING UM' A:
LlMrrS OF THIS 0
cDNTNUNcY
INLET PROTECTON
W
_AC[ n0f AAIOR r
x
ROCK cHEaE DAM 0-
CONSTRUCTION
ENTRACE / OTT
TRUCK WASHDOWN AREA
d
WASTE ATI
STORAGE
LOCATON ON 4�
ILYPORMY NNYENTATRNI
BASK
ev PROTECT NO, OE9o,
ETD: ]O11h02004]1-1o49N-EO7m
I-x2997
W-]D14
MAPS- NO 5B-C
f I
..� .H•Nn7mW.
uysr �. ems:
CU TONCHLMNe ,
�N.u! N, wml 'Y N CpTIQ N OACp DF DIN
7N D,9E OF Sapp. IDYL 1 43 T16e Yf
JAIFS}Altl WAY CpF1OWf. [LLV 7.VM
NWHYMIR NO 7:
IDIMR[ CW "IN 'K IN CENTER AT HACK OF CMb
0" OF TIC NM OF SERRANO RIDGE AT
COIRf ,LOGE IM.n H[V ]ee•Y
ANTE I' N[VIy01
ISWM CONSTRUCTION
PLAN
Madero
Phase 10
T ALL PARKLAND. RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC DMDERS WILL BE MAINTAINED AND -
MOWED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 GAYS
B ANY PARRINID, ""T OF War (ROW) CORNER CUPS, AND TRAFFIC GRADERS THAT WERE GISTURUED
CITY OF FORT
WORTH
WRING CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER
DENTON COLIN I V, TEXAS
9 IN THE EVENT GRASS WAS BEEN D15TTURBED DN PARKLANO, IN THE NIGHT A NAY CDNNM CLIPS. OR
TRAFFIC RAIDERS CONTRACTOR WILL RESTORE GRASS GRASS WILL BE ESTABLISHED AT 00% BY THE
CONTRACTOR
ti0.
10 FOR P BOILING. ROWS/ ME0UNK COWRACTOR WILL USE CLEAN TOP SOIL WIN NO ROCKS TO BALK FILL
W
nw'MRAIN H,
BEFORE LAYING BY SOD OR HYDRO SEEDING
SMY4ep
D—TWaz I—
ERN-1-1m
I GRADING TO BE INSPECTED BY AMD AGENT 1117-392-5700 PRIDR TO SEEDING OR SIN
W .M[1 p
Ix OELNERY TICKETS OF CLEAN OIL WILL ASAP ON REQUEST 1H5 5 IN ACCORDANCE WITH
FURNISHEDOFTHE
NTJ40-Ot I2
R
SECTION ]]-I AS R RCUTES TO RESTORATION CT THE ROW
ANTE: .NLY 5024
13 FINAL LOCATION OF ONSTE WASTE AND MATERIALS STORAGE TO BE DETERMINED IN THE FIELD
A' IT♦
DeeM D42
FROSIDN CONTROL CEASURR NOTE
I OIIANA OIAi
ERDyON MEASURES MAY ONLY BE PLIED N FRONT OF INLETS. CHANNELS ORNrvALEWAYS OR
OAH `,W;
SGVE
I
BORROW DITCHES AT THE RISK L< ING ft GDIN CONTRACTOR SHALL RAY REMAIN WEE FOR TINY DAMAGE
TIT 5
AT ME O NE MEASURES INCLUDING FLOODING ELS. GE WHICH OCCUR WE TO DITCHES
1 NNE CONCLUSION of ANY PMOJECT, ALL CHANNELS. GRAIN —WAYS IN OH WORK
AND BORROW DITCHES N THE
A
A6IN
XOPI: I 100
LSfli: N/A
MIE RO LT Of
EZONE ROSION COMB— NEASSUROF ES ANY SEDIMENT GENERATED BY ONE PROJECT OR DEPOSITED AS A RESULT Of
♦ A,6
�
,
149
I
of ls4 sHEE,s
E
MMERO - . -SE-IN
PRASE 5
mAIISR 'y
P K IN i7
OPT, INES6
-zzem
WRK MA[E1W
w4A5[ 5
NOTE: THE CQRRACION SHA L CONTACT THE
FOU OTMC AT LFAST
b "C"' PRIOR 10 ENGVATNG IN
THIS AREA
FORT WORTH WATER DEPARTMENT
1-ell-ell-B]B6
ATMOS CAS
i-B6B-]]S-e88T
UU ELECTRIC DEUVERY
1-600-EID-911]
CRATER GO WILINICATKNHS
- ]-SDS-6E12
TO WORTH TRAHSPpRAnoH/PUBLIC LApiNs
BTl-lRD-BIOO
FOR OTHER FACRHTIES YY/W TEKAm11
ORD OR 1-1100-545-6005
H + H
"a-
LEGEND
SEDIMENT B&WRIEA TO BE -----------
NSTALLID PRIER 10 ANY
RAND STURBAN E OR IN[
NML GRAOIMC
(SEE DETAIL SIR 151) r
SEDIMENT BARRIER TO BE iNRNHfNN�
INSTALLED AFTER FINAL
GRADING AND/OR RATER
PAVEMENT CONSTRUCTION M
AN, CURB B F`Ll. n
✓W4 F~ Z
ORMMG L1NR5 k
CONTRAOF
CT THIS �•• - '•_r• - O
INLET PROTECDON
SORFAA'F FLOW ARIiQY
RocK cxECK DUE AAIm 6.
EMNNIC /E p1T
RRUNE' eW.DROIWE MG (r
pWp
STORAECEµ—ONES 4
-ETAPQRNT SEDMENTAHOx
\Ott PRORtT to, 10Lt01
TIP, iOtEl-WOOE[I_LWWOL_mTk6S
S_SPNl
_]01.
- AISM to 511-C
MnnA.
F.nlbalnHAaHIq
IESi!YSPTSS:
IUCnwwK ND 1:
RRMm CUT WTM 'K' IN CENTER AT BACK OF l%Wf
N SO 1. &1 K SeLARAA ROM 5 IV REST CR
pL y: ANNSIAT WAY CtNwtM4 (E[V me
ICICA6AAM NO 3:
. AMARE CUT WITH 'K' IN CENTER Al MOH OF CEO"-
G 4 OF THE PCCR OF V.M.AND II= Al
WKII NuRIDGE BRrp R[Y '6xx
f I
1
^I}I-
1 I I I I/ OeTI 1 Wl
t � ISWM CONSTRUCTION
PLAY
1.L�4uJ
IT i-i-tT �
jRMSj_I .1 1 1
Madero
Phase 10
1 11-1I I 1 ;1; �I [— - ` _ _ _ �a - - -- -- ;P, CITY OF FORT WORTII
NI . PHASE i I� I jIC 0[NiEp(11 yWl /[pORy KDII.Y SNSy► WpRC1101f Uap 1'{sLL 1 MO 1'YaL/nDl --1 q - (PCIH CMnlw LLIPS AND iPYFIC G-ERS .11 BE M I-HOO aND-
cPN. 1040" COMDIRT A RAM r4m "P IgM / TN( CIEY O FpB TMOR" AIORED n nIC HOysIAr[IW AOI NOl DMAV% -0 WEEDS ENTRY 1♦ DAYS DE\T()IV COLA\TY, TEXAS
K-ll]ll RCGNIa R-
CURLEK
TO I.-I.E.
INEO
WTH MADERO PRASE D
TOTAL DISTURBED-.I
120.6 ACRES
MAINTAIN EWNNEM STAGING AREA
I NPRIMARY ANO EOUON T __AREA
IS eM WANNTAM0 W04 4W WeT (WOW) Cp N CLNS AAID INIt OvCIRI MINI WK "LIMO
DMNO CpISHPC14Y WnL M rMl _ ,r l7 OWOs.k VW W KREW
WA IA
3 PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE NON. UPKEEP AND
IN THE EVENT. GRASS HAS BEEN DISTURBED D ON PARKLAND. IN THE NIGHT A WAY. CORNEDR�CLIPS. OR
a TNIFFIC DIMOER5 CONTRACTOR WILL RESTORE GRASS CRASS WILL BE ESTABLISHED AT t BY THE
SOFT NAr.ACe111�wm. y ppnp 10.1 MR
6une ADD
LWNTNN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL. STATE AND
FEDERAL REDUIREMENTS FOR EROSION AND SEDIMENT CONTROL MCI)
CONIPeC}OR
Ogles TFras 15106 FRN�F-1316
T10E150000)
10 FOR PARALAMO ROWS/ MEDIAN CONTRACTOR WILL USE CLEAN TOP SOIL WIN NO ROCN5 TO BACK FILL
BEFORE LAYING OE SO OP MYOPO SEEDING
1 L.LA PROTECT U
M]40-011P
4. PRIMARY OPETUAI SHALL INN EELY HYDROMULCH ALL DISTURBE0
DAI
AREAS AT THE ..—ON OT ALL GMDNG ACTAAM TAIHNN THE 1 00
I I GRADING TO BE INSPECICO BY PARED AGENT 81 P-SS]-STOO PRgR TO SEEOHIG ON SOD
GATE• JURY 2.
YEAR FLOOOPINN
rI CESSION,RIM
5 T ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE.
IE DELIVERY TICKETS OF CLEAN SOIL WILL BE FURMSHEO ASAP ON REQUEST INS 15 IN ACCCRDA WHN
SECTION ]]-1 AS IT RELATES TO RESTORATION OF THE ROW
�/ 'TS
DMZ
THE CONTRACTOR RESPONSIBLE FOR NNNTNNING EROSION CONTROL SHALL
r ORWNRE
PRORDE STREET CLEANING ON PUBLIC STREET$ ON A DAILY BASIS CM01
NATUSE ME, 15 NOT PERMITTEDSTPEMPROH
13 FINAL LOCATION OF ONSRE WASTE AND MATERIALS STORAGE TO BE DETERMINED IN THE IIELO
UALe 3. 6(NLN SCALE
..y 1-
OF WASH WATER TO WASH SMMENT FROM STREETSBISCKITED
L LaiA S(aSRk Mt(-
t/
FLK):D ry fWDNE ER /A[T5. AI W N{yI OSAI
f7 iROL METINT
�: N/A00'
r
6 COHSTPULTON ENTRANCE TO BE DETERMINED BY OWNER
_Vet c%T At
e6SROR DECN[S M TINT ARIA R CpLWLICTM CQNIRAC{p1 SHELL HIEIFRA LIAf1 ItpS ANY I1r11Y.("AAr
IMA A
PE'
SHEET
C49C0 m IWL AKA61ARS..M(LII 0 l OR TIMMC I OCCUR p.l 10 c4.iD CWWMCE
1 RI( Nx NEAT IIAp ALA EMl
ORAIIIK
v0 plaalAS
150
J, Au FARgAYO, 4qR a MT (ROW) CgaSR CLIPS. AND iIAFRC
M Rf lEll O< NAWIYY(D AIQ MpkEO n THE CONTRACTOR TON MK;M
ED
ft, C.G M .DAL,
SAaWJ. SITIGEWRAT. INKS
tAS[DCEO O kNP YwKNI SAtMi(D Qa TN( INDICT OR DEPOMI[0 At A RCNI OI
E MEE SIT EMM UE
v s ,
GI AMD IRi34 yINAI I����
OISSW COSbOs WCNMILLS
CSC
OF I5A SNEE15
F_DN �R�RDI NO,E<
SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CRY OF FORT WORTH EROSION REOLIAIIONS.
2. RESPOMSNIL„T FOP MSTAIUTON, RW,NE INSPECTION AND MAINTENANCE OF EROSION CONTROL SHOULD BE DERNED AND ASSIGNED TO APPROPRIAR PERSONI PRIOR TO COMMENCEMENT dF
ANY SOIL DISTURBING ACIIVRY
3. OW54VI CUMWOL MEASURES FMST BE CVvSTRK2D AMO FUNCItOWi WORE Arm GUNK 00 LAMG DS11Ld.SrLE TAKES PIACE.
H. ICMINOMIFA CII iNpILMRNI 3 STA ANON MM R R A IMMD IT, ALL TAU NTO AIHAS and AAvx CMOE 6 WUCHETT ON ANY PORTION OF SITE. TENPDRARY SOIL STABILI]ATON MUST BE
AFPLAO 10 06TIAYED AKAS LEFT 00IIMMrt TOR 14 0AR3.
5. N INK COUP I-T MEAT{N" ORM1G MID ARE CEOIm f0 IE INEFFICTM IN, 01T—KCTORS. MCNI0Ny MUSMRES OR CHANCES IN THE ORICINOL PUN MAY BE REOUIRED BY THE CITY OF
FORE WORM.
6 ALL EROSION CONTROL DEVICES SNALL BE INSPECTED BY THE SITE FOREMAN ONLY, ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPNREU OR REPLACED
IMMEDWTELY.
1 SANRARY FACILITES SHALL BE PRWIOED ON ME SITE NA NEGAMRLY SERVICED M RECIAMEILDEO BY THE SUPPl1ER TRASH k DERR6 SNALL BE STONED IN CT£RED BINS ON ENCLOSURES
B. OONSTRUCIION ENTTYNCES/EKRS SHOULD BE LIMITED AND PROIECTION PROVIDED TD PREVENT TRACpNC OF SOILS ONTO CRY STREETS.
9. FEMME SILT SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLETS, STORM OURS AND ANY OTHER PUBLIC DRAINAGE FACILITIES ONLY DR AS
ACCUMULATION OCCURS
10 EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGES MADE IF
NECESSARY.
11 SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED NVLY IF FEASIBLE, OR WHEN VISIBLY AMUMUATED SEDIMENT HAS BEEN DEPOSITED DISCWRCED SEDIMENT SHAUL BE REMOVED AS SOON
AS POSSBLE
12. USING WASH WATER TO MASH SEDIMENT FROM STREETS IS PROHIBITED
RE—RRAR,
:NAI"NIN, J
CROSS-SECTION
CURB INLET PROTECTION
(STAGES ONE)
v9i vVY]R w — DPW AGO C, 0 K,ql
xC Mr
I
yG ARM t-IL
•AIL �I�;OII `J)d+'
� IraL I
RANVKW 4610LN
NY[
n�iRle BEN PIrnF
(YRM 7E11i
PROFILE
CONSTRUCTION ENTRANCE
Er-r soN
A
ROCK CHECK DAM
SEDIMENT ITP OUTLET
uuuu
NO SCALEIu
trt,
r
E r-i
CROSS-SECTION
T� I
j--` EARTH CONTAINMENT BERM
ND SCALE
SECTION
3 OR W000 POST AT W-T-cC LMAx3
i
SEDIMENT TRAP BERM
NO SCALE
(1XF�11.Mlll.
Ic (Y TILDE NIWEdME xwls YIN) TATt EI EDFABN. IR, N Af R 11 - TRENEH
BA9vrIu M%coMPACT� LINE
lC OR 3• MN D YxYEMPORARY BRIC TYPICAL TEMPORARYFILTER
WIRE FABRIC FABRIC WITHOUT WIRE rpBRIC
HIGH FLOW LOW FLOW
ij SILT FENCE, DETAIL SILT FENCE DETAIL
� lUS(iE 11%Cr!
w AARxH M�
xsr�l❑� V
CROSS SECTION
INLET! PROTECTICO-CR A, r I
NNR.
mel B �
. _ 4YALRILWASHOJI9MUIESY
.wNrD.woAMR.,..,2M.o cxcsE, u
INSTRUCTIONS TO OPERATOR
STORM —U, PO— PREW . PLAN C3MN43.
] POST NORCE ANO/OR ME NOTO[ OF INTENT (NOD PROVIDED IN
PP Al OR NUA ME CONSTRurnoN ENTRANCE
] WNRE NAME AND DART AT EACH lOUBON WHERE EROSION CONTROL
Dent, I6 INnAIIm
♦ SMSUONMSE L N ARD MARE IWIE AND DARE I
W Ill CONSTxUC,px ENRWN ,. E —NT BEOMCI
CR NKERE SOIL HAS BEEN 06NRBE0 DATE OF
p SIUBBAN E SFVLL BE PULED IN THESE AREAS
SCUD HAS CEASED AND 1ERNANENT VRE ECETAOON IS BEING ,STAB
RE— IN ME SAPPP.
W TO A
YPMATE OPENUM. INUE AM NINE TCE OF [HANK BEEN SHNL BE F�WLm 10 THE
. AN" A COPY SwL E PUCEO N THE SAPPP.
W WONT. Opm1 N 11MTAT. WNp9C YN MTU415 TN TKS[
OOCTr4LRS y NL rByF�MpvS a aDllwn n THE tT3w STAR
bN! OY TRaSRYRy /Ell S AWFepMi rA6vt1# WARN to
� IWOM ON NNL LIWY R'KM1 V LUW -- NM
K (WIIp M
WPM DATE Oil AIN � H N MILBELN TO f A
CO', MR NEW PIAH
Fpr l CITYOF FCRT W WEIR
CURB
REVISED OS -2M5
VR 2"X4" WIRE WEIR CURB
INLET PROTECTION 01 5713-0430
CITY PROTECT E00431-10{BD1-ED16BSW. 10♦B01
R0: ]O1T4-O
A-27997
3014
W-OL
MAPSCO N0, SB-C
anv.NK
('«TIII.irrP 3.ry
60DAM CUT aM TF IN OCR" AT aA , Or CWD
3N SHAM BCE of supo FOLD L 4v I'm ar
AAn6Lr RW CE3TEILiAIE IHTV 1y RP
INCMI NO 2:
:pWRF OR WITH '%' IN CENTER AT BACK OF CURB
ARM OF TIC PC" OF SERRAND PIECE AT
:INNER a= -40. ELEW )OM
�I
a+t B
ISWM CONSTRUCTION
DETAILS
MZdeTO
Phase 19
CITV OF FORT WORTH
DENTONCOUNITYN TEXAS
O,IIN, I I"
FRN-F-1316
I.IA PPWECT O
W340-0112
I DREG ,LIEN 70TA
•
j-AR �PA N.R+
I DESGN: DUE,
I OIYYI REl
IVNIA a rL'RLW
SCALE
f•� R
i
HOR2: NTs
I VERI:
A• -.AN 4M'
SHEET
•
I 151
I ISM S'[2TS
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOE SWALES AND DITCHES
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 or facilities described in "Exhibit A" shall be
maintained at all times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into or throughout of the entire facility.
Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume
is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines
and grades shown on the approved engineering plans. In addition, corrective measures are required
any time the facility does not drain completely within 72 hours of cessation of inflow.
*'ENO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during,
storm inflow, but to be maintained for dry purposes only.
Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation
or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in
accordance with federal, state and local regulations.
The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum,
between the months of April and October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen
or similar screening device shall be installed over or around the structure until final acceptance.
Preventive Maintenance and [nsnection
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of all maintenance actions, and inspections. The log should document
the condition of the facility or facilities primary components, mowing, silt, litter and debris
removal dates.
• 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.
FORT WORTH
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
Inspection Item:
Overall Condition of
Facility
Amount of Silt within
the Facility
Amount of Ponded
Water within the
Facility
Inspection Item:
Evidence of Cracks or
Missing Concrete
within the Facility
Evidence of
subsidence around or
within the facility
Evidence of Roots,
shrubs, or trees
Infiltrating the Facility
Date: Repairs Required:
MINOR INSPECTION:
Date: Repairs Required:
MAJOR INSPECTION:
Date: Repairs Required
Repairs Made:
Repairs Made:
Repairs Made:
o 'zFort Worth ,
Stormwater
Management
Notes:
Notes:
Notes: