HomeMy WebLinkAboutContract 62260Date Received: 11/05/2024
Time Received: 2:24 p.m.
Permit No.: SWFMA-24-0077
City Secretary No.: 62260
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day 5th of November
2024, by and between GBTM Sendera, LLC, a Delaware limited liability company, acting
by and through Bobby Samuel, hereinafter 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 a tract
of land situated in the Matthew Ashton Survey, Abstract No. 1, Denton County, Texas
according to the deed recorded in Document NO. 2020-132253, 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
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03101/2022 BN
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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:
1. The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on -site Stormwater Management Facility ("Facility")
at no expense to the City of Fort Worth in accordance with the design
specifications for the Facility, attached as Exhibit "B", and the current standards
then in force and effect in the City of Fort Worth and with -the Operations and
Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater
Facility includes all pipes, channels or other conveyances built to convey
stormwater to the facility, as well as all structures, improvements, and vegetation
provided to control the quantity and quality of the stormwater. Adequate
maintenance is herein defined as good working condition so that these facilities
are performing their design functions. The Stormwater Structural Control
Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be
used to establish what good working condition is acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of the
inspection is to 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
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev 03/01/2022 BN
3. The Landowner 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 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 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.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/0112022 BN
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
the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev 03/01/2022 BN
9. Notwithstanding anything to the contrary contained or implied elsewhere herein,
it is expressly agreed and understood that the liabilities, indemnities and
obligations of GBTM Sendera, LLC as Landowner hereunder shall expire and
be of no further force or effect upon the transfer ("Transfer") by GBTM
Sendera, LLC to the Association of legal title to the Facility Property, save and
except for any liabilities, indemnities and obligations of GBTM Sendera, 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 5
Rev. 03/01/2022 BN
Executed this 5th day of November 20 24
CITY OF FORT WORTH
'Da' 1, f �0l 47hdw
Dana Burghdoff (Nov 202422:19CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Nov 4, 2024
Approved as to Form and Legality:
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
o� na
pOF pORT��p�d
ATTEST:
gkt.<-'P �d�a4 o�aAsbpp
Jannette S. Goodall
City Secretary
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 Diane Owen (Nov 4, 2024 12:40 CST)
Rebecca Owen
Planning Manager
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
LANDOWNER
GBTM Sendera, LLC
a Delaware limited liability company
By: GRBK Edgewood LLC
a Texas limited liability company
Its: Development Manager, of GBTM Sendera, LLC
By: Bobby Samuel
Its: -A - - thorii ✓gaer 1/10t, prt'6/0 Z:vT—
Date: /4/Z!V/Zy
ASSOCIATION
Madero Residential Community, Inc.
a Texas non-profit Tor ation
By: Bobby Saht�
Its: Vice President
Date: /olol;" Zy
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BIN
LANDOWNER
STATE OF
COUNTY OF
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
V1 cF r'•'l�jo.v;
on this day personally appeared Bobby Samuel, A�#ee;
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, the Development Manager of GBTM Sendera, LLC, a Delaware limited liability
company, and in the capacity therein stated.
IVEN UNDER MY H ND AND SEAL OF OFFICE this day
of 20
Notary State o
KRISTY LYN CHANDLER
Notary ID #129770238
s, * My Commission Expires
April 1, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev. 03/01/2022 BN
ASSOCIATION
STATE OF
COUNTY OF
This instrument was acknowledged before me on 61 24 r "L4by. Bobby
Samuel, authorized representative, acting on behalf of the Madero Residential
Community, Inc.
Notary Public, State of
KRISIY LYN CHANDLER
Notary ID #129770238
My Commission Expires
ova April 1, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT Q
Rev 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on November 4th, 20224 by Dana
Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth.
jwml �(6&
Notary Public, State of Texas
�PRYPe WENDY L BEARDSLEE
Notary Public
* * STATE OF TEXAS
y'FoF P� Notary I.D. 13323719-3
My Comm. Exp. July 28, 2025
0
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
0.266 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.266 ACRES OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF
FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO
GBTM SENDERA LLC BY DEED RECORDED IN COUNTY CLERK'S FILE No. 2020-132253, REAL PROPERTY
RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A POINT WITHIN SAID GBTM SENDERA TRACT, FROM WHICH A 5/8-INCH CAPPED IRON
ROD STAMPED "PELOTON" FOUND FOR THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO
LNR AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. 2023-91440 OF SAID REAL PROPERTY
RECORDS BEARS NORTH 13°30'57" EAST, A DISTANCE OF 227.73 FEET;
THENCE OVER AND ACROSS SAID GBTM SENDERA TRACT, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 00'27'36" EAST, A DISTANCE OF 296.76 FEET;
NORTH 45°27'36" WEST, A DISTANCE OF 59.40 FEET;
NORTH 00°27'36" WEST, A DISTANCE OF 254.76 FEET, FROM WHICH A 5/8-INCH CAPPED IRON
ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHWEST CORNER OF RANCHO CANYON
DRIVE (A 100-FOOT WIDE FOOT RIGHT-OF-WAY) AND BEING THE NORTHWEST CORNER OF
MADERO PHASE 1, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS
SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. 2023-96, PLAT RECORDS OF DENTON
COUNTY, TEXAS;
NORTH 89°32'24" EAST, A DISTANCE OF 42.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.266 ACRES (11,582 SQ. FEET) OF LAND.
Aaron B,r�wrf R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7f" Street, Suite 300
Fort Worth, Texas 76107 t
682-747-0800
TBPELS Firm No. 10194382
Page 1 of 2
March 20, 2024
LINE BEARING f DISTANCE
Lt N45'27'36"W fi 59.40'
L2 I N89'32'24"E I 42.00'
MATTHEW ASHTON SURVEY
ABSTRACT NO. I /
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41
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POINT OF Z
BEGINNING
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GBTM SENDERA LLC n
CC#2020-132253
R.P.R.D.C.T. N
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(11,582 S.F.)
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LNR AIV LLC
C.C.# 2023-91440
R.P.R.D.C.T.
(REMAINDER OF)
SENDERA RANCHO LLC
C.C.# 2021-194443
R.P.R.D.C.T.
LEGEND
CM CONTROLLING MONUMENT RANCHO CANYON WAY
CIRF CAPPED IRON ROD FOUND (110' RIGHT—OF—WAY)
n 5/8" CAPPED IRON ROD FOUND STAMPED
s "LJA SURVEYING" UNLESS OTHERWISE NOTED
C.C.# COUNTY CLERK'S FILE NO.
a
R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
0
P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS
N
HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH. TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83
w (NAD83 (2011) EPOCH 2O10). AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE
H THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063 FROM THE ORIGIN (0,0).
" DATE: 3/20/2024 EXHIBIT "All
PAGE 2 DRWN BY: K.R.B. 0.266 ACRE STORM WATER FACILITY
CHKD BY: A.C.B. MAINTENANCE AGREEMENT
O F SITUATED IN THE
PRO1 NO. 10112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1
N CITY OF FORT WORTH. DENTON COUNTY, TEXAS
MADERO PHASE 1
C.C.# 2023-96
P.R.D.C.T.
100 0 100
1 INCH = 100 FT,
LJA Surveying, Inc. +0
3017 West 71h Slreel Phone 682.747.M00
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382
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
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OVERALLSTORM
DRAINAGE MAP
Madero
Phase 10
CITY OF FORT NORTH
DENTON COONT'Y, TEXAS
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NOTES
L ME EXISTENCE AND LOF RON OF ALL LNDERLROUNO UTILITIES SHORN
ON THE OR— WERE OBTAINED FROM AVAAA9E RECORDS ANTI
ARE APPROXIMATE NEIMEA THE OWNER. DEVELOPER NOR ENGNEER
ASSUMES ANY, RESPONSIBILITY FOR NHUTES PRIOR TO CONSTRUCFEN
ME CONTRACTOR SNALL BE REWIRED TD TAKE ANY PRECAUTIONARY
7 MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER
S UNOMGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE
3 PIANS
m 3 CONFRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATM OF
ALL EMSTNG LRIUNES PRIOR TO CONSTRUCTION
3 NNEDATl NpKY M( al"m OF ANY V=PU`ANC"
4 SEE APPROVED ROOD STUDY MR-2020-061 FOR COMPLETE
DOWNSTREAM ASSESMENF
v'
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,semERA
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1, RATIONAL METHOD OF DESIGN.
2, DESIGN FREQUENCY
(A) CLOSED SYSTEM - 5 YEAR
(B) CLOSED SYSTEM - 1DO YEAR
(C) OPEN CHANNEL - 100 YEAR
n = 0013 FOR REINFORCED CONCRETE PIPE
n = 0015 FDR REINFORCED CONCRETE BOX
O 019 FOR STREET / GUTTERS
RAINFALL INTENSITY MM CITY OF
FORE WORTH STORM DRAIN MANUAL
RUNOFF COEFFICIENTS
RESIDENTIAL-A-5%-., C=067 A.-7 END
EXISTING CONDMONS.,, C=030
\ '
/ YI EAANFE AAFA 01SVu1IpN
f.Se DIWNAGE AREA ACREAGE
1 MmACR FLOW AaPDM
r ` CRY PROJECTNO +pa
N ' X- ]0114-G14-p]004]I-101
0490t-E076B5
W-37597
-JOl4
M WRN 'IC W CENTER AT HACK OF
2011111 sm 4]F MAW pAD f 43' wlf
I I 056 4T MAT WADI ELCY
SOdYM�IIc[,i / uN,YWO RAISE IO /� �\ C] (` I 177.T .- ``I - CUT WITH Y IN CENTER AT B4G1 OF Q0
-AN , O0 MD,AY UNIT �\ a' nc of orvw ROii�T
CM 0]TOO 1 ^'� /fl
4OMOD-UME ACA-1-1 DER• o lil" CA11 •
A+Rnow.N1TiaA�aE_1"�wR.iwryiie'.tL EXISTING DRAINAGE
1 _ +PVI1fM0 ORR.NCI STUA FOR uLEMAR �
. — - r rto0DP1AN UNIT MST CW33 ucna+/ . AREA MAP
ty l � I i
Madero
Phase 10
WOlPO M16t f _ 1
CITY OF FORT WORTH
I o3u Ivl)AE lIA0Tp10 o t LRS �� J 1. - _AE'- T /
4 DENTON COUNTY, 'I ERAS
IA
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t ID
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42
_ V I - - { - I OF LSA SHEETS
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r•n yva.a.iJ.�9lYeey,,A Ilan NOTES
^Y LEGEND DESIGN CRITERIA f�'h1tl1f
u I . I
p A,en� Pa Po wnw00k1'n. _ NA p 1. Ml10CLO METHOD OF DESIGN. I THE EXGn E AND LOCATION OF ALL UNDERGiOUNO UTUTIES �e1 ya
SHOWN W THE GRAN'INGS IAUE NEITHER
FROM OWNER.
IE I II n90 Mnm0 of1lI
2. (A) CLOSED
FREQUENCY RECORDS AND NE APEETI, •IE ES - THE OWNER. I'hu 11A•Ihri1Ma91W9W1 NhA I Bhl I[A{Oryh1 (V
._ .. . _ Fir WWIYOSCO fITX1Y B1AJf STS1p1 (A) CLOSED SYSTEM - !YEAR I MLOPEM NOR 0 COEER . CRONES Alm RESP0,TION S Y i0P (ij(LLL��� IIIII
(B) CLOSED SYSTEM - TOD YEAR REUIRE PRIOR TO NNY PRECUTI THE CONRUCIOR SHALL BE IOA AI 1{l «! •10
(� Y M ! �- i%19 MG SIVN Og4N f R {Y REQUIRED TO LINE Alm PRECAUTION— AND/OR AN NEAHERES D MC nW !1 1 (C) OPEN CHANNEL - 'a' YEAR PPOIEC• ALL TINES SHOWN AND/OR HON OTHER E PI.ANNOIINO
ORNNACE AREA DESIGNATION ^ O.0 3 FOR REINFORCED CONCRETE PIPE U1ILITIES NOT OF RECORD OR NOT SHOWN ON THE PUNS.
n e 0015 FOR REINFORCED CONCRETE BOX
�3 I FmI�� rm Eu.ry O MfnmO O
u: .• uv •w nu •N .. . .r ti� , •fJ w I,2S DRNNAGE .. ACII—E n . O.019 FOR STREET I GUTTERS 1 CONTRACTOR SIULL vERIFf NOPROMAL OND VEHTIC4 ,t I,nl IF
fT�L� A LOCATMVS OF H EXISTING UIIIl11E5 PRIOR TO CONSTRUCTION. y�
/ l ■ 11 Y•�FALL INTEf15RY FROM CI1Y OF fu,n I t !1 l,.
�yU —.r w.r R_ AINI N FORE WORTH STORM GRAIN MANUAL 3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCPEPANUES. '1- �— ' '•I -'11.
.
ICI
UI �� � 1 ''1 �� I• ' j- - O I,M DESIGN POINT RRESIDENT6IL�-A SEM- C-0.67 1w7,9B . SEE APPROVED DRAINAGE SNDf OS-t2-0191 FOR COMPLETE I
- r INLET NUMOEfl !- -t y' EXISTING CONGIIOMS_ C-D30 DOWNTiENA ]SSFSUENI
C7
r f '71 ,A}
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fq AT/li7l 1 ` , - d -r -: 9'f • - - .II 1 ! ���11199. 9M04 Got « fMM01 ROAD ,: IS' WEST OF
EXISTI sw 111; t10w n1•rAat i s? - _ _ [ •P _ _ I _ e i�-----} 3�-� __cc WloewtLW Ff2Y
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CPN 0]]00 ' KdL! S1Q1 31 • -_ I r .91 - 1 AYc {I' T 'rj I II F T M91 ,( IN CUISOMM Al BED[ t UPb
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ucuuTlONtxuVANA To '� _ _ - -) /' I �-,' ; SEE Loaf ]1_ _ PI 1 ! ,'p1fAEN 1lna RbM. I]fV
WFi 4,LGENTW TOG SttTX)N M10� �. `= /�11 r X "
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1 I]{ �( tJD h. - tII c _ _
OVERALLINTERIM
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T1•'3 FLAN SET '' :.1 .A .A] w ' {'OMIKI�YI^1 r'T .
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1 1•! 3.9 SAI S 1 1 ti
----- - �• _ - = b{0 w .�I 1'TM'•,'�`'- ^fTpW W.IE J y Madero
_ EXISTING SOO '` tA1 w
S ERA LEw�OE • -3 i =n 111 ' f 1.« .29Bot� I, )0 ! 091 - 7 �) � ! I +'� , Af - t� ' ��9A{,1 4 ' 1] �If�1c(� Phase ll/
w '1 L u' .{ : L AJw.e'wc'cEHAwNNEE RINI-,
_ Les 9u >,91 KrcA M CIAO! NO
D , sNp 75� 5 • Bn �. -- _ -j - - t.t _ ua AIQ - - 1•11 �- IN fo4o ou-cc , CITY OF FORT WORTH
SEEIOA CAt3L AND
'~ AI o.m _ rp, uLLlwttnn°°OP"w"NI DENTON COUNTY, TEXAS
~
jI 11 11 I t Iu1 OWun 9%[ - EADIGN) sw
�{` ~ �c�u 'r 9HCAN P'1,! MIQWOG.OI�-\, �. k_ LA
tJM , �
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t t X 2t.,Q r r "�T_ �.L. wr,N f RcuF
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f
NOTES:
LEGEND
=u®' DESIGN CRITERIA
I THE EXISTENCE MID LOCATION OF ALL UNDERGROUND
A
IL - 1, RATIONAL METHOD OF DESIGN.
UM ES SHOWN ON ME OPAvnNS WERE OBTAINED
INNNACE OMOE
- — - 2 DESIGN FREOIIENCY
fPON AVAWIARLE RECORDS MID ARE APPROXIMATE
MOTHER ME OWNER. DEVELOPER NOR ENGINEER TZ�
PAOPMO Lialal fXVdaT SYSIDA
Y
(A) CLOSED SYSTEM - 0 YEAR
ASSUMES PRIOR To
RMi LON IIILM Fo
(B) CLOSED SYSTEM - 100 YEAR
CoMSTRUCRON OR SHMMESALL BE OVIR
TO TAJfE ANY PRECAUTIONARY MEASURES TO PROTECT
EVISTING STORM DRUN sysTEN
(C) OPEN CHANNEL - 100 YEAR
ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND %I
OWA6Al2 YU C16YlLAaON N
0013 FOR REINFORCED CONCRETE PIPE UTILRIES NOT OF RECORD OR NOT SHOWN ON THE 1.25
0015 FOR REINFORCED CONCRETE BOX /6N4
OPAINALE AREA ACPFACE
- _ = 0019 FOR STREET / GUTTERS
TUT■.
T-- FALL INTENSITY FROM CITY OF
- FORT WORM STERN DRAWN WNUAL
RUNOFF EMS
2 CONTRACTOR SHALL VERIN HORQONTAL AND VERTICAL y
LOCwON, OF ALL —No UIXJIIES PROP TO
CONSIRIICRfkJ ID
]aaFACC FIOW AARaW
INLET OESION P.M.
_
KL 'A
' - RESIOEM9LL 'A-Y. C=0,67 Iw=7.9B
3 INMFINATCIv NMIFY THE ENGINEER OF ANY
:- EXISTNG CONDITIONS_. C=03U
DISCREPANCIES ®
INLET NUMBER
- - -
4 SEE APPROVED DIRA-CE STUDY US-22-0191 FOR
O 2GO 400
COMPLETE DOWNSTREAM ASSESME..
NOTE ME CONTRACTOR SHNU. CIXRACT THE iOtLOMING AT cacT
? (, AB HOUP9 PRIOR TO EICAVARNG R9 MIS AREA
- -
FOM WOPM WATER DEPARTMENT
A.05 OAS
1-Bl]-392-4477
1-W00-SU-fOdi 1L
- TXU ELECTRC DELIVERY
CHARTER CONNUNICATIONPOS
i-900-711-2112
I-B17-509-6272 l
.. I
RM TRANS
FORT WORTATION/PU9UC
WORKS 917-]92-12]4 1
I
PTI'1'r .r' FOR OTHER FATIGUES Wmv,TEX/56I I ORO OR 1-600 515-6005
T RiIIM STdY I ' � �•
T J�f/ I r ////41 'I
7i •yW:
!1•j P74-925\ I L I ' •I NtUIIC S10M1 /� l• •t•- 1�Aa _} I.
INNE ckoI - YQ��f' '' I - •l` �I,
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62e SNCCFG x1 7i
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BEHEHVARRS�
1
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M""
MaASWNLRn4o:4!E,7-
YAY CEu1
ELL'/ f]wIMCIWMIN
k1l,
NO 2:
TBUMK CVT WTM 'X' IN CENTER AT BACK OF OURS
u uRRMe Rarer
� OWE sm
II
Tl
i!
'j1�1I
OAR WItErAA
11 F
I
OVERALL DRAINAGE
t
AREA MAP
ULTIMATE CONDITIONS
4a
CITY OF FORT WORTH
,Io
Denrorvcourv•rv,TEXAS
t
GE
A E
M:C1IOW
6MO rwaY
LIN
PM.r dF96x1 f)10
(
SDuiledpp
aIMc TNae ]5]06
iRN•111Afi
'
WA PROJECT IO
.]10-0112
-_---
OME: JWL, 3m
•, Y 4
DES GN I➢D9FM
OIIAWW SMOG
Ipp
OWKI A uinN
SCALE
HOR2:
j.
A„�, i
VERT: X/A
31TQI
•. IT •••
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OF 15A SHEETS
N
l LAT
V Zl' I.
1 -',4,���Fv IS��sF
Cowo 10 ma
r
PND LINE 502 OF MPPORMT—
lP0-SEHOFIU MNM 9 if 21' RCP• 1-!'%!'
EVMD PLWS DPOP INIEf MO AF_
103700
STA O.20.11 w I11u-
ry[w1lp]EITay ISF•R130 J. Z.] LT)
PRIVATE SWALE 5 SEE SHEET 75 S[IIDCRA )Oop1]w fCP
FOR SIC DN ANO GLCLMn
m oyJJ,500 t 1eAf- su O" 1 1 Sim w
VA Daop.M w f r]AEvrap7p1pA lO � Wsr a COx1�lFR iep MET LiL
rw sIA IaDa•A.]�].M' LT) R[ROat Rub R
]ExoEM ,IwwOx nOIALWrIIp
eaxNEa ro aGsiaa ler utow [O wuw tlllsulo 11• RC/
OONSrRI,C,OM Ir6,Al1 ]O' NM ]1A 0•N t)//�t 1W-
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ipYM[ COI WO1 Y W Ebr,O1 AT NL1, Of
O.K o
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� 111P/ 0O09RRS UlY
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WII 11 axMLO1 U RT
A+STORM DRAIN PLAN & PROFIL]
LAT IAAI, LAT ISA2, &
LAT I8A3
Bss
MadeTO
Phase 10
ssB
CITY OF FORT WORTH
I
DE\TON COUNTY, TEXAS
wED a ,ore�.,v wore a[a olnlo
•
1 —T
Wraeeaa 15206 FRNF-Ik6
820
-
yac +ILV 2001
., • OESiGIt IIXN&P
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VERI: I- - !'
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0
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dlolAo / 5d s
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e' TOP SOiL ANO AN - IREWIRED
SREOUIREO0.00MAIE 5)
s - osdx
SECTION L—A oP f--o Osd) - on•
I PPNAIE SWALE S TO BE NIS V (R-0035) - t.7 FPS
NwII S DE0 AND EWMHNEO
NNFL 7Ux WABUSHEO
M1>f
/1 /pyAtE SWME 5 SIObl M 11E0 FACIU
Ti
5u•AIICNAACC AGPEEAIEM
^ 1
i
S1A 1. 11 1 IW — EX INL STORM
MSS AA 1 �LI) CSENOEM —CH BOUIEVAPO F" SSA 1 • .02 MOV LT)
CPN 100700 uwm MAxN ODULEVAR0
nn 1+ 1 r lawl
o w+1.-oTroRlt-1eAw1-ib7H5
uAPEca la 5a-c
K�NnwN
3E EHVAAK<. (,111r 1r-r W,RJry
1D.CM1IMA NO 1
owwi CY NPH '%' IN CENIETI AT BACA or TWC
OF SAu10A aR tAty111 unl O . •S0
MST
AAOSfAr rAY tTHD1AUNE lalV yt.0
O.C..w ARI r.
WUME CU1 W011 'Y IN CEMER AT BALK OF %N
4R111 - TI( ll O OF SERRANO RIDGE AT
I
gu. .cvsan n
S SWALE PLAN & PROFILE
PRIVATE SWALE 5
Madero
Phase 10
s
CITY OF FORT WORTH
DENTON'COUNTY,
TF )CAS
D
UA DWA..iler YNr.
fiNO NONM1 CnnIrJEWfs.•y
•... us Dl M4
SuIa•00
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IW PP01Ett p
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a ISA stm
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1 H7
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■■■■ S
0 20 40 as
Sr04N -RA, FACVTY
AIy1'10"McE AWGMEM
NOSAVCOORPROPOBED
T11FE5 ARE WITHINTFE
SWFMA BOUNDARY
1
SEE PRIVATE SWNE 5 PLAN
PROFILE
SHEET 75 FOR SECTION AND
CAUMFORS
9
��l l
r i--
MAT1CH LINE SHEET 82
RETAIN uc wML NmEs
LEGEND
1 ALL PORTIONS OF PROPOSED RETNNNG WALLS
INCLUDING FOUNGAT . FOOTINGS. ETC SRALL NOT
713
5— ELEVATION
EXM NO MO 11E RICM-tl-WAY.
2 14 LMiMUMNCE OF ROARIMG WN15 SHALL BE THE
711 3
ry
EXYSHNG SPOT ELEVATION
R[SPOMSY).!T' OF THE RIK)I ERTY OWNER ON WHICH
THE RETAIIMNG WALL IS LOCATED
FP
FWSREO PAO ELEVATION 0
] RUNNING WALLS GREATER THAN 15' IN HEIGHT REQUIRE
SEPARATE BUILDING PERMITS RETAINING WALLS GREATER
iC
TOP OF CURB
THAN 24' IN HEIGHT REQUIRE PUNS SIGNED AND
SEALED BY A LICENSED STATE OF 1EYAS STIIUCTUPAL
OR GEOTECHNICAL ENGINEER
EP
EG
EDGE OF PAVEMENT a0
F7
EXISTING GRDND ti
FLOW ARROW z
1, TYPICAL PAD SIZES ME 40' X 7S' UNLESS DIYENSCREU
-
m v+ JPOA, w. T'SN. I
OTIIERMSE
EB
ltl'OSCQ DER, O
2. FWAR rLOO ELEVATION r IS ASSUMED TO BE 0.80'
ABOVE rgLy'EO PAD (FP(.
VG
VALLEY GUTIER
3. FF 11CVA! V SHALL BE A MINIMUM OF 2' ABOVE THE
UUD TE 100-YDPWN EAR FL00ELEVATION
T
PROPOSED GROUND
D O TOP OF WALL
4 —MUM EXPOSED BEAM (EB) SHALL BE D7' AS MEASURED
B
PROP05ED GROUND B BOTTOM Or WALL
FRO,.,FINISH PAD (TIP)
S FINSHEO PAD MUST BE 03' ABOVE THE HK:IESf POlR ON
E
PROPOSED GROUND B ENO OF WALL EL
IYPE 'A' Lon
8 A MAXIMUM ORNMAY SLOPE OF 12X IS PERMTRED TO AMID
�g
PADP05EO STORM GRAIN STSTEM
DROP CAMCES. IF A DROP CARAGE IS REOURED, THE
MAYIUMUM DRNEWAY SLOPE SHALL BE IDS
PROPOSED RETAINING MALL
7. DROP GMAGES ARE A —UP TO A MAXIMUM OF
B. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF
NOIGAtE4 SIDE OF LOT WHERE
DRIVEWAY MUST BE LOCATED
ME LOT UNLESS OTHEAMSE SHOWN
9 ALL WORN SHALL BE PERFORMED ACCORDING TO
—175E0 RCM
GEOTEdINICAL REPORT W23057 GATED MAY 24. 2—
PERFORMED BY ALPHA TESTING
O
PROPOSED PROTEnrvE FENDING
ROW
W
va a
CVIN MC20M TO SLOPE FRONT YARD FRAM ROW
AT 1% MEN UP AT 31.1 TO FINAL PAD ELEVATION
TYPICAL GRADIN DROSS SECTION
j`-3UUCM WRC11 DOMeLVARD `
room It
s lMol
ABaW
r RTAIRING MALL
��
1;
4*
i
tl RIBm
11
I
kl
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EXXLTM^ RAAfWp11Ef.
wRR 4 Ta 10 AmET
a 2'
�' LOU1ngAOol p�Igr�R }OF'�
cows/14uc11DN
GRADING AT SIDE YARD WALL
NI
11R RI
IR R1
44 I aA
I I
1 1 i
tl I4 '
I• I'
L'O'I P.DA[a No Imm,
rp; 3O61a-020DU1-IOaWD1-[O/Bp
F-JMvI
&M=
11V1'tO RID. SBi
TFRN'MWRWS G.YYIwI..n 1wIRAp
%—AING NO 1:
UJWM C.HT 4RWl '%' tl C041U al BACK OF CURB
>N • H SCC OF YRMOA ROAD f 4S' WEST O
—111Y NA• CINIEALAC ELL, JSt116
7EMTrMNM NO 2:
RI LW CUT WITH 't' IN CENTER AT BACK OF GFN
AOWRH OF ME ACCA OF SERRMO RIDGE AT
:OPKR II j RpV. T�
II
11
OAT�fYROlR I OR
GRADING PLAN
Madero
Phase 10
CITY OF FORT WORTH
DENTON COUNTY. TEXAS
6G01MIrCMR1ERPU•Wey
PAa+r R64631 L]IO
DMA RD
Dana TORE 7520fi
+WY. F••3M
UA PROIELT O
MJ40-0112
a1E: ,n7LY z5z4
A7rnr� A
DESIGN: IOCILFM
oRAwN DINT
i1NtL A PF1T[N
SINE
1.
V
VERT: N/A
SH.c
I
OF Im s EEIS
cam- F.::,
I 1 I � 1
L z 1
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mu
VEL
I, u- lf•1 r. IMI
C" OF FORT WORTH. IE%A6—, R 6EO04262021
I STAND WITH L DP INLET T ` 33 49 20-D406
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L. T�V RECESSED STORM DRAIN INLET I[ 33 49 20-D406
(SHEET 2 OF 2)
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STORM DRAIN DETAILS
Madero
Phase 10
CITY OF FORT WORTH
DENT ON COUNTY, TEXAS
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SEDIMENT BARRIER TO BE -----------
.Sly,` INSTALLED PRIOR TO ANY
LAND DISTURBANCE OR N
INITIAL GRADING
1 \ (SEE DETAA SHE 151)
GPADINC AN./OR MEP
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LOCATION (([( MI(}11) I11 `J ,/,'2.,
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s - �� ISWM CONSTRUCTION
r ;• bx(x ro x wuALs(o ` _ ( / PLAN
HLET PPIOTECTW 1 }j}.. WTM MW[� IMUEI S j 11
TO BE STAUED i 1 _
f l •� •� i 1 � WITH MApEPO PHASE 5
. It
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• t— •r' 2 3`.. Phase 10
, THE DMLOPOF SMALL PERFORM WEEKLY SWPPP INSPECTIONS AND SHALL ) ALL PARKLAND, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC GRADERS WILL BE MNNTAINED AND
� 9,DA8_NI IAKIAEK CONDUCT A MIN [VENT INSPECTION IF THE CITY OF FORT WORTH MOWED BY TIE CONTRACTOR FOR RICH CRASS AHO WEEDS EVERY 14 DAYS
o a TyLED REOUIRES D CITY OF FORT WORTH
It All'I
IMA'ARTPD PPRNLAN
AO. RICHi OF PAY (ROW), CORNER CLIPG. M9 1RKFH; OMOERS THAT WERE DImIRBEO
1 M LC 3 2 PRIMARY OPERATOR TO LOCATE AND AWNTNN EQUIPMENT STAGING AREA, WRING CONSTRUCRON WILL BE PUT BACK IN —IN ORIGINAL STATE OF BETTER DENTO-NCOUNTY,TEXAS
1 I AND EQUIP ENT UMOWN MG
I J NOTE: THE CONTRACTOR SHALL CONNING 111E HIG AR NC AT LEAST 9 IN THE EKNT 15 C M5 BEEN DISTURBED Ory PARKLAND.GRASS
IN THE ERIGHTEs' A MAY. CORER CUPS, E
f ` • �e HOURS MKIR t0 E1lGVATNC IN TH6 MG ] PNIMAl1Y OPERATOR R RESPONSIBLE 1A SUBMIT N THE NCI UPKEEP AND BIKM OMOERS CONTNACIOR VALL RESTORE cRAss. GRA55 WM1L BE ESTABL191FD AT Oqi BY 1HE
'I Fa•I elOIIT• MR• MaWWMCM 1-BIT-e]I-B3B8 FEDERAL THE CONSTIRENINTS FOR SITE IN RAND SENLE WDIt LOCAL, EYE AND CONTPACIGR
• FEDERAL REWIRFNEIOS FOR EROSpN AND SF]NMFNT CONTROL (ICED W �•-
r LA
AlL•p6 0I6 1-B96-J]2-B66) TARISp000) 10 FOR PARKUND, MOWS/ ORMEDIANHYDRO
CONTRACTOR MLL USE CI£AN LOP SOIL MM NO ROCKS TO BACK FILL 6eW wu+way PImo 1FGE}t []IB
t G m E1(CWEC OCU"E", 1-800-2a2-B1tJ BEFORE UYxG OF SOD OR HrORO SEEDING D—
• ` illl+rl[5L. gY•RA C011YUMIGTpFFS 1-Bl)-509-62R 4 AREAS A OPERATOR—CQLEYOSHALI IMMEDIATELY ALL GRADING
HYDDING OWIACTHAT ALL DISTURBED OaIFs Tna[ 15R06 iRN-1-1186
1- • AREAS AT TIE COMPLETOV OF ALL GRADING ALTMOCS YAIHIN T1[ tO0 11 CWOeNG 10 BE DISPELLED BY PARD AGENT Bt1-]93-5]00 PPoOR TO SEEDING OR 500
= FOIR •HER IMN]PpRYgx/wtiC WOYK! I-B1T-392-8100 YEAR ROOOPLAIN I WA PROJECT w
ee /j FOR OTHER FACIUTES ,YLYW RIJSBII ORE OR 1-e00-aIS-8005 t3 OELN[PT LICKETS Oi CLEAN Sql WILL BE NRNISHED ASAP ON REQUEST THIS 5 M ACCORDANCE WITH VI`I[II NTJ4fl-0112
'C ROCK CIIECK OAM -+ `I• }e • ! • AWY VDiN W'Rlma YF EKA To.nCO — I,NC STCA, VFTNN 5R(, SECrION 3]-1 AS IT RELAEES ID RESTORATION OF THE ROW ` t1 DATE: JULY 2024
A OC $TR WM CANN4SP.( To.PUBLIC
MNNIADPAO Ero'>•DW C.OAIIKOL JWt
Ig1p1.O( STRSII fli//IaRC OM PNELK SRELTS ON A ONLY •WS EhTfM r) TRW .OUroV a ENWIE eYSR AND YY[KW.1 5Td1ALl !0 O[ DEYE•LAA(0 IA M I(1D 06XR1: OM3
"(P.of A NOT TE To ,D AEDNYULA,C GIN UN 's Is SNgt1S
�g 6 Its N WARD 10 WA to ACC1 L IC GI s1KQTs Is IST"E 34 Eqg������(G1�N /(M T'` ` I �(1� 1, '� •: DRAWN: DIY
ENOxON E'UMIi� Y'LpEs NAY gILY BE PIKED Iry FRONT of INLETS. IN CxAnnFLs, ORYNALEWAVS Oq(1 �1 WI,
TOTAL DISTURBED: I 6 CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER BORROW DITCHES AT THE RISK OF CONTRACTOR COWERACTOR SHALL RENAN LMBLE TOR AN D4 AO
-� CAUSED BY MRE E MEASUS INCL-NRNATE G FLOGGING OWHICN OCCUR WE 10 BLOCKED .EAGC Tex.• �)� 1
120.6 ACRES J D�N@PP Nw O.aEEAeMY" ANTO L)K)Wm BY IE CONTRACTCLIPS. AND OR FOR ICH ZONE WALLAT THE CILUSION OF ANY .1 —OGED OF ANT EEO E.TCHINNI GENERATED BYNAGEARAFS AND BORROIN DITCH 5 IN THE WORK
THE PROJECT GP OEPDSITW A5 A RES... OF
7 GRASS AND WELTS EVERT 1♦ OATS EAMON CC— NEASUNES SHEET
149
f OF I. SHEETS
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1. SON. EMTON AND SEDIMENT CORIROL SHALL BE PROVIDED N ACCORDAME MTH CITY OF FORT W011N EROSION REGULATIONS.
2. FIT"RBNTY FOR INSTAUATION. ROUTINE NSFECIION AND MNNTENMC[ OF EROSION CONTROL SHOULD BE DEINIFD AND ASSGHED TO APPROPRRTE PERSON(5) PRIOR TO COMMENCEMENT OF
ANY SOIL OIMRSINO ACTNITY.
0. FROSON CMNOM MEAU00 writ BE CGNSR UCRD MO IRoHCOONA1 BQONE MY TJA02G ON LIMO OSNIIBvrCC TAX" PUCE.
R. TEMPOPNN OR PI IVAh" SOL STNLYAOW DUST BE —vto t0 ALL 1XANNDD AAW NNfIN INN CAAC[ 0 ALI-00 ON ANY PCINTION OF SITE TEMPORARY SOIL STABILOATION MUST BE
APPTAO TO 13SRP9F0 NINE" IOT 09R10rt 10. IS DAYS
S. a RE E:TIe Vui wI"PUES BERG USED AM DEEM TO r Iw "C1NE w co" Iw."CHNS, ANNIIONrt Wµ.[MEs OR CH.WDES IN THE ORGNAL PLUM MAY BE REOUIRED BY T CITY OF
FORT NORM.
6 ALL EROSION CONTROL DEVICES SHALL BE INSPMEO BY THE SITE FOREMAN DAILY. ANY MIN-URE OR CONTROL DNCE WHICH IS DAMAGED OR INOPEP TIVE WILL BE REPNRED OR REPMEO
I..M.ELY.
I SMIFMY F 11-TIES SHALL BE PROVIDED ON THE SITE VINO REGIILMLY SERVICED M RECOMMENDED BY THE SUPPLIER TRASH A DEBRIS SMALL BE STORED IN COVERED BINS OR EHCOSURES
B. CONSTRUCTION ENTRANCES/EXoS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT —NO OF SOBS ONTO CITY" STREETS.
9. REMOVE SILT SEDIMENTS FROM STREETS, CURBS, BUTTERS. RUNES, NANOCAP ACCESS MMPS, CURB NLrm STORM DELUNS MA ANY OTHER PUBLIC DRANAGE FACIUOES DNLY OR AS
ACCUMUTATON OCCURS,
10. EROSON CONTROL SHOULD BE NALLNTFD TO DETERMINE THE EFFECTMENESS OF NOSE RUCES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES. AM CHMGES M IF
NECESSARY.
It SOIL TRACHOD ONTO PUBLIC ROADS SHALL BE REMOVED DULY IF FEASIBLE, OR WHEN VISISLY ACCUMULATED SEDIMENT HAS BEEN DEPOSITED DECHMGED SEDIMENT SHALL BE REMOVED AS SOON
M POSSIBLE
12 USIHC WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED
TOUPORNW
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CURB INLET PROTECTION
(STAGE ONE)
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'y PROFILE
CONSTRUCTION ENTRANCE
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ROCK CHECK DAM SEDIMENT TRAP OUTLET
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- : FABRIC WFRF WIRE FABRIC FABRIC WITHOUT WIRE FABRIC
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7 j SILT FENCE DETAIL SILT FENCE DETAIL
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INSTRUCTIONS TO OPERATOR:
nPEMroR xunNN TxIS ERORox mxlRx PUN MB THE MSoc—
STORu wARA PoLLUnOx P1ILVFNRON PUN (SWPPP).
e P E NOnCE MO/OR THE NONE OF IMFM (NOO PROVIDED IN
S VPPP AT OR —THE CONSTRUCTION EnRw[E
WRITE NAME N,0 OAIE Ai Ma LOGIION 1NNIE BORON CONTROL
DEVICE 6 NSTNNEa
H THESE DIMS I—TION MO WRITE lout AND Mrz d
R M LNIAS0XxO1NERULC SNX—E MPMERT
SR — O1 MAFIrE SOR INS BON 06NIIBEU. Mrz OF
OSIUN—CE SHML E PU[m Ix 1fE5E MES
A XM CMED NIO VEMMNEM NRE AYON lIS W EESTMLIMI .noH
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O HAL R IICm IN THE S'APPP.
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con To. NM P�iNNMrz M URnEM PUx Bmv1 ro USE A
1 Fy'RI TM� I CRYOFFORTWORTH,TDthS i REVISED: D62I-2015
r1E 1LVru 2"X4-WIRE WEIR CURB
INLET PROTECTION 015713-D430
nIT PROJECT HO, 104901
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ISWM CONSTRUCTION
DETAILS
Madera
Phase 10
CITY OF FORT WORTH
DE.NTON COUNTY, TEXAS
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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.
*NO 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 Inspection
• 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 Slit 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,
Fort Worth
Stormwater
Management
Notes:
Notes:
Notes: