HomeMy WebLinkAboutContract 62259Date Received: 11/05/2024 Permit No.: SWFMA-24-0076
Time Received:
2:24 p.m.
City Secretary No.: 62259
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
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev. 03/01/2022 BN
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:
I. 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 03/01/2022 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
Daher BarghdoA,'
Dana Burghdoff(Nov 4, 02422:18 CST)
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
dp04pq
84 FORr�Il�
O
d,�,0°°° 000�Ot7d
ATTEST:
Pv8 °=d
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.
Re &Ce.v ne4ne ow""z
Rebecca Diane Owen (Nov4, 202412:41 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
c
By: Bobby Samuel
Its: A -Mho riz' 0 Si.,Qf VfL,!� plLx'a1,0.4
Date: 10/2411 Z/
ASSOCIATION
Madero Residential Community, Inc.
a Texas non-profit corporation
By: Bobby Sam e
Its: Vice President
Date: 10/ zy1w _
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev 03/01/2022 BN
LANDOWNER
STATE OF -TO-Is
COUNTY OF _b, llva
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
rc'E:- p.2{S�OJr—
� on this day personally appeared Bobby Samuel, Aft ?- -Surer;
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.
GIVEN UNDER MY H ND AND SEAL OF OFFICE this k- day
of ")YC , 20
Not ublic, State �of
KRISTY LYN CHANDLER
Notary ID #129770238
My Commission Expires -
'�oF �* April 1, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev 03/01/2022 BN
ASSOCIATION
STATE OF Te—�C
COUNTY OF ft U � r\
This instrument was acknowledged before me on by, Bobby
Samuel, authorized representative, acting on behalf of the Madero Residential
Community, Inc.
Notary Public, State of
S
,t>pr p4� KRISTY LYN CHANDLER
x Notary ID #129770238
�c My Commission Expires
April 1, 2026 qq
I . " 1 .off ,. 1 F
STORMWATER FACILITY MAINTENANCE AGREEMENT O
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.
/Wmm � (6&
Notary Public, State of Texas
r r r
�PRYPoQ WENDY L BEARDSLEE
z Notary Public
* * STATE OF TEXAS
N�yoFP Notary I.D. 13323719-3
My Comm, Exp. July 28, 2025
E
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
EXHIBIT "A-1"
0.040-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.040 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 POINT WITHIN SAID GBTM SENDERA TRACT, FROM WHICH A 5/8-INCH CAPPED IRON
ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHWEST CORNER OF MADERO, PHASE 4, 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 79°04'35" WEST, A DISTANCE OF 716.45 FEET;
THENCE OVER AND ACROSS SAID GBTM SENDERATRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 00°19'50" WEST, A DISTANCE OF 20.00 FEET;
NORTH 89°40'10" EAST, A DISTANCE OF 86.19 FEET;
SOUTH 00°19'50" EAST, A DISTANCE OF 20.00 FEET FROM WHICH A 5/8-INCH CAPPED IRON ROD
STAMPED "UA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SAID MADERO PHASE 4
BEARS SOUTH 82°04'58" EAST, A DISTANCE OF 904.35 FEET;
SOUTH 89°40'10" WEST, A DISTANCE OF 86.19 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.040 ACRES (1,724 SQ. FEET) OF LAND.
Aaron C_ R.P. L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 71h Street, Suite 300
Fort Worth, Texas 76107
682-747-0800
TBPELS Firm No. 10194382
Page 1 of 2
(Revised August 27, 2024)
May 20, 2024
l a.0 F..
Q' G�S'fER•'�,-F
.............................
AARON C. BROWN
..y...................... ..
'.A 6702 P r
q- �•• �aF `pei- �
suR��-�n
J LINE BEARING DISTANCE
L1 N00'19'50"W 20.00'
L2 I SOO*19'50"E 20.00' l
GBTM SENDERA LLC
C.C.#2020-132253
R.P.R.D.C.T.
N89'40' 10"E 86.19 ",
0.040 ACRES
J (1,724 S.F.) joi
J
POINT OF ice/"S89'40' 10"W 86.19' \
BEGINNING
N89'36'09"E % 1685.43'
i
H
Z
W
mzC)0
QL�i1U
h
1X
14 14
w0�c
h
X CS
q
MADERO PHASE 4
CDx
O w
v C.C.#2023-311
P.R.D.C.T.
zo
LEGEND
W
N
s 5/8" CAPPED IRON ROD FOUND STAMPED
"LJA SURVEYING" UNLESS OTHERWISE NOTED
q C.C.# COUNTY CLERK'S FILE NO.
R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS
HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NA083
(NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE
o THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063 FROM THE ORIGIN (0,0).
DATE: 15/20/2024 EXHIBIT 11 A-111
PAGE 2 DRWN BY: K.R.B. 0.040-ACRE STORM WATER FACILITY
CHKD BY: A.C.B. MAINTENANCE AGREEMENT
x SITUATED IN THE
GF 2 PROJ NO. 10112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1
v, CITY OF FORT WORTH, DENTON COUNTY. TEXAS
ti
h
9h
R
A
V
>-,
r
w
W
w
I.-
-cc
71
X
O
m
a
a
a
0 50
1 INCH = 50 FT.
(REVISED 08/27/2024)
LJA Surveying, Inc.
1A
JINAVAN
3017 West 71h Street
Phone 682.747.0800
Suite 300
Fort Worth. Texas 76107 T.B.P.E.L.S.
Finn No.10194382
EXHIBIT "A-2"
0.362 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.362 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 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 SENDERATRACT, FROM WHICH THE NORTHEAST CORNER OF
SAME TRACT BEARS NORTH 12°01'47" EAST, A DISTANCE OF 1,348.65 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 GBTM SENDERA TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 89°40'10" EAST, A DISTANCE OF 69.19 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 51.50 FEET AND A CHORD THAT BEARS SOUTH 45°19'SO" EAST, 72.83 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 90°00'00", AN ARC -DISTANCE OF
80.90 FEET;
SOUTH 00°19'50" EAST, A DISTANCE OF 52S.21 FEET FROM WHICH A 5/8-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 13°55'10" EAST, A DISTANCE
OF 715.04 FEET;
SOUTH 89°40'10" WEST, A DISTANCE OF 24.00 FEET;
NORTH 00°19'50" WEST, A DISTANCE OF 525.21 FEET TO THE BEGINNING OF A CURVE TO THE LEFT
HAVING A RADIUS OF 27.50 FEET AND A CHORD THAT BEARS NORTH 45°19'50" WEST, 38.89 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 90°00'00", AN ARC -DISTANCE OF
43.20 FEET;
SOUTH 89°40'10" WEST, A DISTANCE OF 69.19 FEET,
NORTH 00°19'50" WEST, A DISTANCE OF 24.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.362 ACRES (15,755 SQ. FEET) OF LAND.
Aaron C. 2vUn , R. P. L. S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 71" Street, Suite 300
Fort Worth, Texas 76107 {
817-288-1900
TBPELS Firm No. 10194382
Page 1 of 2
(Revised October 2, 2024)
March 18, 2024
SONGBIRD ADDITION I
CAB. H, PG. 983
I
P.R.D.C.T. I
APPROXIMATE
SURVEY
LINE
/
5/8"IRF BEARS
/
S00' 1 6'24"E,
0.70'
py /
.<v
j
CO
p /
o
2�ry/
E-�.
POINT OF
BEGINNING L�
w
-�c
m
GBTM SENDERA LLC
N
C.C.# 2020-132253 _
R.P.R.D.C.T. Ci N
a
Ui
N N
O
m
x
�
v CO
-j
0.362 ACRES------_
00
(15,755 SO. FT.)
IL
a
�► LaJ
Q
O N i.-:
N
O O
O U
G d%
0NO_
l
W
m (5
Z W
C'
0
L2
I LINE
BEARING
DISTANCE
f L1
N89'40'10"E
69.19'
L2
S89'40'10"W
24.00'
L3
S89'40' 10"W I
69.19'
L4
N00'19'50"W j
24.00'
LOT 1 X, BLOCK 26
5/8"CIRF
a
MADERO PHASE 4
C.C.# 2023-311
"LJA SURVEYING"
P.R.D.C.T.
a
I CURVE
CENTRAL ANGLE RADIUS
CHORD BEARING
Cl
90'00'00" 51.50'
I
S45'19'S0"E
LEGEND
I C2
90.00'00" 27.50'
N45'19'50"W
k C.C.#
COUNTY CLERK'S FILE NO.
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
E R.P.R.D.C.T.
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
d P.R.D.C.T.
PLAT RECORDS,
N
DENTON COUNTY. TEXAS
' 40RIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83
N ;NA083 (2011) EPOCH
2O10). AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE
v THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OF 1.00015063.
DATk. 03/18/2024 EXHIBIT "A-2"
z PAGE 2
DRWN BY: S.A.T. 0.362-ACRE STORM WATER FACILITY
'
CHKL7 BY: A.C.B. MAINTENANCE AGREEMENT
OF 2
SITUATED IN THE
z
PRC1J NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO. 1
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
CHORD LENGTH ARC LENGTH
72.83' 80.90, {
38.89' 43.20'
200 0 200
1 INCH = 20OFT,
(REVISED 10/02/2024)
LJA Surveying, Inc. IA
3017 West 71h Street Phone 817.288.1900
Suite 300
Fort Worth. Texas 76107 T.B.P.E.L3. 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
I
Exlmx I
4 sENDEEA 1
2
�� f[rm1A
C� SG Omdu�l
CI -LL I LE I LL I LL 11J
U► ►b
AlralLL1�1W1fL_�C1
F- 17 r �II'1I_J7IIII IIII II1�1IIII -���_
a \� 1 1 w I� EAGNEENEMN
-✓1 ,y L JJ__JJ I I
- uAA,D 1 11
�1 r
I W.
f TT I III 1 - - TTLT_LL1
II ~A
r 'xe MaaMraMp! I
z F I _-OMIMfIRIa 1
r-rl ri ri IT i ri i ri ri A n F F7
m I-
laa ISN \YISr- II_.-
SJIr'tl f _
MAD[a3
r^6t Ilr
_ _
-
_ —_. DLSCN IIY4 -1
�ON
IIEC[ IN[IN' rowR twf '.
A I NIIEI L7tiWNl
i_
CxRV1ION1�
-�-- 1�__----1T_CLTL ..
9RA`,DLEA DRIVC_.
,
1 1 II
E^ • W-A
til t�aM ; 1 .'q _]rowx 1
11 L h.4S r 1 ; 1
1 J L
11 '
It '
i
1
sm -AEC---
1
'--------;----------O]rp OLYO
4•" M`coN�°lo oaa
Q
0/001 POND
i00 ]II WSEL . OOA W
s,D�w wAYEN N
. ELIIY
NMCE
MNM
AGPEEMENI
I�
IIIIIlA■■■■
I
I
— I .
1
I I f
axE
MDn
Mir
fJf{ PAM I W W".
N
WPD[O NO 58-C
2
•�• aqT ^eiOM11UIv_R
— MNrtENSVCE
w,PMAx.E{va
, I.bclt/w.
N
Cdh.Y...r..wn
WCNYYIN�•
1aPMIVAYEP
�/II,�� NNiIL11
�i I INLET A�NEPVEM
wE1MN.ao•s
MAW COI MIN'(M CCaR11 Al iKx aC OI�O
xl 7010N M or fmp" ODO O AV Am W
//�'
� I
t [
4WAMA, — COM..7!jZ44
NMOIMRN rq L
'AMAIN an MIN x M EFM[R AY BACK a cm
gRIN OJ TIN Nall a sctuwco MpD[ u
-
D]Rpl ��OOr6 [L[Y r
1
OVERALLSTORM
E'Y0D10
DRAENAGE MAP
Madero
Phase 19
CITY OF FORT W ORTH
DENTON COUNTY, TEXAS
LIA IOmYaMOn6YrIA
r11/Mxa[wMCAaM.+,
—rmuum
t.s 10
C>•r I.yl ]Sxa
rE.V.ttpl
WA PR0.1EC1 ID
M]10-D1,R
oAlc Jl1LY ]03{
LCOGM
1
tANv . Mrt[M
SGIE
vxp
D 700 I' '
u
VEOl We
W
• Vk '�
-'N[]
ar '
1
Dr Im JE[I]
O
xY WITS DESIGN CRITERIA
w mE C.—CC .0 IOCA,ION Or ALL. ,I..IXRC.— VOLOIES -gyp•+. R ZKVOL YRN00 or O[SICN
ON OK M-NCA NONE 0"' AD "Aw --,M LE PECOPos .ND J, OCsICM FREOUENCf
NOTE: WE GOOR S .i al II �r i1 W NOMCT,MLL CONTACT WE FOLONING AT LEAP PE A"RON AYAX MINTER WC MMER IXKLOMR AOR 1W.40
• _ __ •N, _a. - _ I _ -, _ _ _. m _ •�, ITT HOUPS PRIOP LO IXGVgiING IN iM5 MU SSVKS MY RESPoN'AM1m MR QI.UX& PRIM 10 CaMA1RUCTKx EA) CtwAo Sys"
- D YENI
®�• mE WILMCT011 S.AAIJ K REO,RRLD To TARE MY MLUMhONMT (0) CLMSED MAIM- TOO 1EM
R• I • I(L IF FORT VRJPTN WATER DEPARTMENT 1-RIJ-]BJ-aaT] MEASURES TO PROTECT A.I. LINES SHOWH AND/OR ANY OTHER
(C) w" CIWINCL - too YEAR
I r -'J UNDERGROUND MILMES NOT OF RECORD OR NOT SHOWN ON TIE N
(����� —05 0. 1-000-50-BOOS PLANS• 0013 FOR RENMINIQo COCAM PPE
m ELEC+RC mwu 90o-nT-s T,z - 0.or FOR REYIFORCm CONCRETE BOX
^+ C.NU RCOYYIMKA1gNS ,-all-son-alT! S CON OR SHALL VERIFY MORQWTAL AND VERrIOFL LOCATIONS OF n - 0010 to" svw / GITIERS 1
�, •� .+ .. r• .. . ... :: . •• roRr VAJIim 1PANSPN1GTOx/PUBLIC NOPItS T-Gl]-JSz-Iz]F ALL DOSLNG UIxOES PAW TO CONSTRUCTION RMNFA, IMENS" FROM c,m or IFU■•
�� , •� AID i•. '� • '� 'N •` •• FOR OTHER FACILITIES 1IIrN 1[IMSRIIAWG OR 1-.00-5a5.MS 3 IMMEDIATELY NOTIFY TM ENGINEER OF ANY DISCREPANCIES fORt NONTI STORM DRAIN MANUAL
}RUNOFF
Tw w-s' t.6117
• IV ` ��, C7� a DOwNS1PRFAME ASSESMEM STUDY FSR-]OZO-061 FOR COMPLFIE [xIsTNC CONOIRONs. L-O.]O
O 300 GOD
LEGEND
�� } N' •� 1 l �\ 11 %A Il1l n l S IL [I - is j6 �d91 11N C ---� RE DSTOE
P
ROPOSDPoseD s*oPM DUN srsTEu
\ -. .• •n .V I I,T r.�Ila� �` 74 ! II.1 . t 7, �� CpSTNL STOPM DP/JN SYSffY
\\\ qa I Il 7M1MCE MU oCLO.MRON
CANNAGE AREA ACREAGE
r I l � —� —E► YIVKI IlW MINH'
"� � 11 cn+F IRTwkcl w ,owo,
rA2 ]Du._olroul_IasOI-COFRiS
J r.JIWK AMDERD `� I N-mi.
•�. •>� Q ` IWIM r UM �. - ` ` � MVSCO No. SA-C
TV
FORS . _ �.L._ a---
J D�°
\ z� IRS
_ _ -1 3FtlLtl1�S5: Cnllrrlso,.R.Rx1
d �•�\ " 1 :WARE CUT YAW 'x IN C" AT RIP* M CUR$
/ aamA Sot a SYNION ROM . AS' NCsf Or
��.MNSTM NA1 ealoxst nsv nJ Ea
SMOK w N ' M cRD x to — \ \. a j ` v T YNso ywc Nan• : n x n cExrtF Ar wn I, aw
C 110 I wmo ooaawr ATM]OPPER� "wn or uwnR Roa Y
.o,E1ncE roar A� _ __.� �t / i - •'Y` !. �-� / `�
CRI IM]st^- oils �' -- a�: / nLe•/Y _�-
• - Lill t � /•
~� _ T N � ♦� -_ •.. ' I, • 1 CExIIRI Ap�pYWK Loog1E0�1, �; - j —` - �Ari RlMsnr. nr
�✓ osa _ uo MnrwlaDRALnx: ,NIRraMr_n N 1 _ EXISTIN RAfNAG
ti .5G / f ♦ \ r
r� ..� _ I + ,� le ♦ \ ` '� - - ,, ' .r.IFwLtL tw uK Mo mmm ttiP. , I AREA MAP E
OTT Lij
trHs oslJ os] - o.0 1 .—T 1F Madero
F j - / D, I I1• MDaDPWC, i Phase]0
L LI.{ _ ma oSJJ L SAAIOo.D • ` .... a s \ - I ♦` ,� CITY OF FORT WORTH
IO `
_ �•I.m�TM ttr l `� , I1k:N70\'COUNTY,'I k:XAS
on II f i/ �� uwE.q.jR. �•. LA
�} — �- 1 � ,» - - i �� �-� I ♦ s�MNino c.v,I€ ,* w ano,..Fva,ta,D
WA PROJECT
ID
�� .. - ` oS11 l �•P ^� I- �- /,' / � M]10-o11E
III\\,` ulc awr Jw.
ov OES- Nwla
1: m,A / sa w`'-' 'L Wa[lO INMSC a • _ �// ` •C.nF, • RfIM. HORz:s V
0]r _ ` .0 _ 10.0E-IN }1IIII' j•Jl ND I07yO •� } VERT: N/A
42
CITY /aR .I F. d 1+ \ \ I - `�•-o.u4V� sISCI
_ - - - or 13t Sara
N
O
0
M
z
O
a
i
0
Of
W
.•'ap� T�ii•tier'�'ii-'iii�'il'i--`•—ili—ii�iiE�-fti.
c"SMUC SOAK
1,0`3
RANGOPSEWER,�1VIYIDI4
ER 03f00
SEMNCM:
BOULEVARD
ED. IRUCTEO YIIIN
TH's PIAN SET
<a,
sENEXIST. SO,
O� RANCH B
GPN 1037C0
IW
F PMA91T[ 9AEAtE !
FOt C (A OMIIMIA,Ip�rS
2N.
LEGEND DESIGN CRITERIA NOTE Ea"'a
N, OIaOY 1[[CI YAICYECY1mY, I RATIONAL METHOD OF DESIGN 1. 1HE EYISTENCE AND LOCATION OF ALL UNDERGROUND URLITIES G.INL R-O FAMNpO e4AYbn0 M1MEAy
SHOWN ON THE DRAWINGS WERE OBfA FRON AVAUBLE
PpwE ORIINACE PNDE 2 DESIGN FREQUENCY RECORDS AND ARE APPIA%pYTE NEITHER THE DINNER. Ww P khT �Ohh
WNfA PROPOSED STORM DRAM —ND. Oy CLOSED SYS" - h VEAR DEVELOPER NOR ENGINEER ASSUMES ANY RESPo R.ITY FOR ` r
A7 (S) DOSED aYMTEII - t00 TEM RITIEIt PRNNT TO CONSTRUCTON ONE COHIMGTOR sRALL BE 'It%.I ,IPA
CUSOFC S1DAM OYAMI TT;ItY REWIRED TO TAKE ANY PRECALTOWNY MEASURES TO Q
CIIANEIEL - 100 YQW PROTECT ALL UN6 SHOWN AND/OR ANY OTHER UNDERGROUND m IYWww I
1�,, _�• I%1 ORNNADE ARG DESIGNATION OL13 FOR R[IN G)RGED CONCRETE PIPE (TIMES NOT OF RECORD OR NOT SHOWN ON THE PLANS
�� 18 DRMxAD AREA PGREAGE n Is roll 5TRECT5 FOR /EO�O"ETE BOX I Nom I �r� MNarO NUnIO vO V
T CONTRACTOR SHALL VCWfY HORIlONfAL ATfD VCR1MiL McMe.
MINFALL INTENSIIY FRER.1 CITY OF IOfATIDVS OF ALL EXISTNO MMES PRIOR TO CONSOKICTWN 1 T
�� S101ACF ROW AAAOM FORT WORTH STORM DI MANIME 3 IAPIEOWELY NOTR' THE ENC%{ER OF ANY OaWEPANtlES 1 T
!T Mf 'MO RUNOFF COEFFICIENTS
�u O INIR OESCN POI. RESIDENTMI -A-S � _ . C-G.67 1 7911 A SEE APPROVED DM-TT-019t NACE S1%)W DSFM COMPIETE I
All ® EXISTING CONDITIONS, .. C=0,3D OOWNSTAEAM ASSESMENf
INLET NUMBER �
wo
+a "; •" I �. U '" a Sao Sae
[iISTP4 I{C-NM: I ` Cm PRD1[CT NO IsHol
1j
B,Iy "Mc
IIA.
'IT ,
FOR SECTION AND
GKCTAArun
•��7
,
«Ia,"EK J
t.
pin sEm l
q
A
, I
W38
C.
' 1]
IjR�'1'
-
a ow
IN,—
Or
`
11a
w
O.IO
I
1. IW
I
If O�
.,NG Ta7
fl 1N!
SU,OCM IM]ICr, �F
ROtAEVAAO
I1 0 A
LPN. O]Me
CIPM—,, 110-Ni\ET\
11 °�
f
A.
7 .au eJ1 41 t1 M.N
�pw
r�I f A 1�
urca IRV
r Nl' �adatci
i — — — —
52
SIR
NBYTE STRAFE I � ]TA
STC 41T173 Bt-M-
me SECT%w 1-w
uMcw74"
am
as 7,u -�► � ^ � e: r I �
w
MEMO IfftH.
ul
— � _' f�/(�� R•z: .]e \ rm. loll.-o:xul-Ie.9e1-roTus
IivsDo IA. sp-t
at TraIE f n
SON SWATS 71ASIECDONND
- - ♦ -
--- - - - -
cAECEAAIIBNs a• \ 1u.E,.,N 1,4alow,
-A A °' - d ism. 1NA I IDrCNE11AM MO n
OAPp,p ,� ••• ty^ -�Al °/ • ♦ B, 1� '- 10,1 RE ow WIT( x n DDQDI N MCS OF OM
Mn ox a aAMAa o• WER OF
1N4SIAY 1MY CFMPt2YC ELLV Ina
IFIIGNIMNL NO ].
a91 }_ - 2�-�8 •r 1 1 I OAK Of WPM % IN CENTER AT BACK OF CM
, ORE, OF tN[ PEON orSt2BMN0 RIDE a 1,-73 y— ; I ' - . AFP[lI k0G[ .014 cu'I
/ FOP SERION NNII
I I to
1 • IHWIYtIfM'C2 � —! �j1
�R.EA.EM2 _ 1 I y— all r '�VM 64R 4Ek3tlN
OVERALL INTERIM
1 - .r1
pOAM pP� :Nly DRAINAGE AREA NAP
AOF,MGE
170PUft"o
1w__FF r
s+oWII WAtFP_— :' .r4EraNF - a,o.JWA7F4 Madero
W^AETI�-�aZ�1F-` pNYY.461a WIRtiY4[F
Phase 10
} / ,01) JFPPp7wk OLAfIDN IWt1tYr '
1.1/ - ✓ ' � y f.� I I �� ]A IV \ CROPER 10 Fr.6I
u0
IAtI f —} NILINIL YDRNAA;..M0IVJAV-FP
t �, a]vwArr pwwu :cup CITY OF FORT WORTH
010 - 11! _T sE �. { FOR WTeMAS nxoAlA,r NE(
M9TT = j I � '^m ma's Ycr'p"' DENTON COUNTY, TEXAS
2 - Ike oP-vai i--5n5`�—Eflsnr.:w � i
O.N CPNI IYOION� tlW pla[1 _` __��.., �®
cos. M.Ecnlo n oAwpo L] f � sof A Aoo.In&IR`6"i w.. ""m�R
CN TI., 752M IRA.F- .6
CPN 1010e5
MICE SPAN!` . PNA;(R EXISTING WN PRWECT U]
- ttx BBe C,m DIDB9RO FEWE . - . _ - IY
CFN O10p0� paTG JAY UP
Y-2/rl -
JDDI
i i _r Ep2 THE CD.MCTOR S-1 CONTACT TIE FOLLOWING Al ll'}51 •��-%-�A. 4RAW fO DIKE
E1, u rle4Rs FRIG T CkLMAT.A M h,K wu YS ORAI4": °"Z
1 - PORT MORM WATEM 0[/'M14[Ifl 1-Blt-)9T-AE7] r..a, Sr'I. I' - S
HORS: I' soo'
AIMpO GAS 1-800-545-11OQS . �! VENT: NIA
try u(CIMA: Dam- I-B00-)11-9112 ��OF' SNEEr
AIARTER DN~CAItiva I-917-lop-82T2
' •' - FONT MORION 1MNSPORIATION/PLHIC WOII4S 1-817-392-12M 43
FOR Ol1EA FAC—ES WWW.TCXAS4t1 ORG OR I -Boo -SAS -BOOS r;t
OF W StEElS
NOTES: LEGEND
„X.F r" I axrww I DESIGN CRITERIA I THE ENSTENCE AND LOUTON OF ALL UNDERGROUND ---_
• { 1, RATIONAL METHOD OF DESIGN- UTARIES SIN— ON THE DRAMNCS — OBTAINED DRAINAGE DMDE
t FROM AVMABLE RECORDS AND ARE APPROAIMYE
2 DESIGN FREQUENCY HOMER THE ORNER. DEVELOPER NOR ENDNEER Nam- PROPo STORM OPAW SYSIEIA
Y �-- (A) CLOSED SY57EM - 5 YEAR ASSUMES ANY RESPoN5IBILAY TO UTILRIES PRIOR TO
(B) CLOSED SYSTEM - T00 YEAR CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED =� [YISiKO 9T0RY DRAN "R.
(C) OPEN CHANNEL - 1I YEAR TO TARE ANY PRECAUTIONARY MEASURES TO PROTECT
YF' •- — ALL ONES SXOWN ANO/OR ANY OTHER UNDERGROUND e DAANAO[ AAIA OESATAAYOV
rY• — = OD13 FOR REINFORCED CONCRETE PIPE UTILRIES NOT OF RECORD OR NOT 5HORN ON THE 25 IMUMC AREA MREACE
i IF - 0 DI FOR REINFORCED CONCRETE BOX PLANS
- 0.019 FOR STREET / CUTTERS
- O 3 CONTRACTOR SHALL VERIFY HONUVMAP AND VERTICAL y —FACE FLOW ARROW
NORT WO TH STORM
FROM CITY OF CONSTRUCTION
OF ALL EXISRNG MYTES PPo01T TO
.. FORT FORE SCOPM ORNN MANUAL CONSiPVClION
t--- RUNOFF COEFFICIENTS O PREf DESIGN POIM
Y�f•• RESIDENTIAL 'A-5'. .. C=0.67 6-7.98 D WMEINATCLY NOTIFYTHE ENGINEER OF ANY
�.1 E%ISfNG CONOTRONS .. C=u.30 OGCREPANCNS Q INLET NUMBER
COMPLETE DORHSTREAMGA65ESMENi DS-23-0191 FOR
GTE' THE COMRACTOTI SNAUL C ACT THE FOLLO,A- AT
A9 HOURS PRIOR TO EAGVATNG N THIS AREA
rw SOWN RAtER DO."YUA
�•i_1� R nl . n, ATMOS ws ,-BOO-sly-6OD5 I ,
i+u CUCIPK 00.A1R, 1-BOO-]T1-9112
CwNfLR COMMV-. m ,-81]-SN-63T3
FAIT AMIM iMM5p11LT0N/cMOUC ROARS I-817-193-1334
•- - fm GIN" rAOU1 CS R/H KAAesI. 011D M ,.TI00-S4S-W6f rU1IA[ STORM
r j
I FUME s,ow/
J/'I
Cm PROJECT ND INWI
FID: 00114-0E00431-ID4901-EN6B5
R ]0 1T
5a�
H. I,bRMw.
�C.MII.Itir
Im HYn
i{ S'
I
WI�MRE 111 wIN'K N u cm AT wz. OF 60A8
S4 SOMIH su Or TAuA*A RDAo a 15' REST a
A,,I , RAY WADING CLEV TBEM
E'r
NNowmat. RO
1
MW CW WIN YF R COVER AT DACA N *05
1 I
1OmN P M HCCR LTT' UDRIQAD A= AT
T I
DOMET( mu RDAO. O1V 1415x
T
,I
1
r
M
DYE RTLt1YH I ..
f
OVERALL DRAINAGE
1 - AREA MAP
ULTIMATE CONDITIONS
Madero
Phase 10
CITY OF FORT WORTH
K4-I US
oAet AIo DENI'OV caDrv, Y,'I'ESnS
IY4Ac_
N
.EMAT
fYMRLA
fts ucTroM am�a� 6s... M9rrruu
s nAAo6
— DME6 Te.M 76306 ERN-1]T6
WA PRQIECT ID
MNO-DI13
WE. JUL, 202{
AH A�
DESCH La09TM
�F
S
DMWN YACIQ
WmN
sc
sa'
I
V -
HOR3: I- - 1W'
vERi: N/A
"OF
1548SHEETS
O
TA 11.M 00 (1W,10
a vpm eo
rest 1
RICN LWNE � P
`J -- '` --- alit' __-•3�'R
� �1 • Inni �n B�� A n
PRIVATE 5015 SWALE TD BE (EXHIBIT A 21
MMINACE SU A.Ao OD VIG ITYOROSEFDEO AND M WMNM— wow "FOR rACILOY
iASEMP)d STA 1• DO SOIL e..C- 0N10. IM ESTABLISHED MANIEYNIi AGREEMENT
�ML
AEci' XTIMM w
SEXINW A-. SEEOM aN
IP1NA>t TOR HIE) Ot!o IE WIL Cts OtOO E 39.7
0100 - ].10 CES o100 . 1.>b CK O100 . 1% CFS i 1
SP Sys ew s . o ]0>! s . 01oN s . axs e' ty. sba
Os (N•Oo10) = I,x Dp fD-O Deo) - 2.1' 4 (- EOM) • 11 ANo YLOw
CwJ OFLTA I AAOMS LENb'IN I CHOW I C-L 100-111 G5ft - BOSM 1O0•111 W$a - oil ]] 00-NI VQ - 412'1 11000/Eo T $ 6' TOP SOA
v t•-00]Bl - z.ez EPS v -0N6) - z.Bz TPs v f+ro 01e5 - 2m m
Cl'9D'OOm• 1950' 6205' NXSIr•SOw s5 B6' ITV IM ,M �j µnEouiREo
"MM-11C
O
- INT. 30I11-0100a31-1019D1-E0T665
N-lOt►/
WaN1 PRDIECI NO, to""
-3ola
PAPSCD NO, 5B-C
su R
Kwm.lxn.6Ellow.
KeCHIAM�M:
c, waNl.•Iw.4,
IEICwtOn No •.
X wE COO 1WM ' IN CENIER AT PICK OF NLRB
IN MINN EIOC 01 W]a0A NWD a lV I M Ta
.0dw ran COWTVL t EtOv 151M
RNC•uYlq NO ]:
MK AK CDT "T1 'X• IN ccifm AI 600 a 01R01
P]RM OF TIE PCCR OF w1 * R00E Al
llR NOGG ROAD. EIfV •IfL
825
w.l NSV1li. J
!X,TORM DRAIN PLAN & PROFILE
SDI6 SWALE & SDIO
- c 813
MadeTO
Phase 10
w e10
Z Cll'V OF FORT NORTH
qs �
_ = DG.NTOM COUNTY. TEXAS
a� _ Q un Ulp:lwina `.0
HB6NVIa CeNa EArA=svFy .Wr ANO A
SablW
0AN1 Tens i520fi FAN.F.131fi
M]IO-D112
MTE: JOLT =4
. I s• DESM tOpETM
DRAwN: auz
7y9 nwl: N scA1c
vEn 1- . a
Ar. 1- .1
1•
JAE a ls.4vms
STOW MYER FACAVT
NAFNiVLAKE MAICGasM
IN.64..uel sole. STA 3.000D WIo- N
RA O. fT 1 W SG m IOm S A f.5 .50 160�
fTA •. Aso T1 Ll "l am. NNgqWoo 'llx NSDA:W TxNL
PRESS PLACE MTALL ]C 11FAT0 INSTALL %QPCO ENO 1SAO.yM1 5
END k PLW I I 0' AIDE ACEl iS PASFU I
\ 1 I FUTURE TO,•+^ r. efxcA04 C
7 —� /1 SMEl3 fa-N FEW FuiL LENGTH N Y
J-j
I FiIPP OMMATE LOCATION WR Mr 2
,vA;1LEMFAUNE HC.-1-M. REFER TO UNIRR
G AOEROI b ..0 ,T1 P•,A. '� /(� AIFTta Flo oRutuOFO sTUDi' io nLUIN
A• - RmpPUIN LINE AND CROSS SECTION O
II1'I``CtIl1' pNE1+E11E \ _
�� _ -
AM
A AGREEMf E. E
' �-AIogM�FfA 1I A
S w+FFAlwcf +� I sA.we.amv o
nuwuno ix.vrw eis <
20B SY 8' NON PflNiORCm
I I YI111 I 11 I fANLIiflE
INS, 117 SY TYPIE -;SIT, T.01 10. DRRIPMP te'
rnr I'Ro.ECT No Io.wl
MIM'I ll 'F',L HI Y-ar1oOB tl.-O2oDlsl-lowol-tbn{Y
T
mrUMALPRESS IMAGE AALPSCO � �-C
CANN.4 ` INSTALL 5' A S' SO.NNCIgN RO% uSFALt I�.nETIfAN. CIWPI
l �l s
r o.oDoa3iT— nE• `- J
S. TOP SOIL AND TOP SOR Th51yL SO WFE CpA(CT'pN IK
.ERSEEDING Mr..h
REQSEEDING UIRED. REQUIRED _ ��'fT (:,TIII. hr•sru.WV
sDlo aulFAu Pw n. f.weo I.
Olm ]{A CFS P*M FAKE lF•'•�
SECTION A -A OTT, 101x Wo a n� a--�/ o STORM WATER GREEMT
NT$ DP (0050)= 05]' `L ONE CO.. v TO "LET Tnl..ln 1& Iw b _ sMAINTENANCE
5 Mf N FOR FM � 1:
V (00]Sl '< ] 2 FPS Fr Ny (Ti w WIil:N M 1LM Y IN CENTER AT flAG( OF GAB
ahad� IPL - REFERENCE SFWMA2<AWQ TII sOYnT iO[ p SALP.OL ROAD f l5' REST 6
:\ REFERENCE
AAMSIAT NET EENmlAa ELLTI ri]-N
ICAM. M NO 2:
SD O ,T]UANL CUT WITH X IN (EMER Al IxDi OF CLK
iGiN OF THE PCCR OF SERRANO ROLE 0
}
s
L
2i
ya
QF
Se'
lk
■�
■
N
E
he
_Ni
■■■
T
_
e
!
1
■
lE!�1
Elk
IIa
it
11H
C■E■■/1N
�0■:111/'
�■.�■
11111��
■
..
�.
�/
:: _ -
.
� ���`�-�I:'1■
k •■■��
ii1111iC=
:_/':■
�!�
_
11
■
IFI■
■.//■�t�C.
■■
.ME
...�1�■�■.■.�:C.....CC�
■ .
■
■■■11■
.��..��,��
�1■.111,11110
■■
w91on
■■
�
1�■s:■
■
�.
Nip
::
11■///////L�
E■/■■/.i
��iu
SEE
■.■
..
Mill
IIate=
:� p�
■■
a
Lim
WA
■��
E:,
■■
,.,
;.
_a
~!
■
I m
f■�
■N
Now
��
�
�
�`■��_
ILI
_��III
\!/pf
��■■
Monti■■■■■��■SEES
m
����,■�■■
1m}'.
■
■■
■■
■
■■////!■■N!/
E■
■!■■■■
�■
■
■■!■NNON
E
■
N!
1
FINE
■■■!
ll
�
�■■■�
/■=a■■
'OMEA AIOK AOLO
a� I
126 S
�a1Ff `DAR
-E'ORM DRAIN PLAN & PROF[LF
sO10
ads
Madero
Phase 10
sic
CITY OF FORT NORTH
D EYTON COU-NTY, TEXAS
UAL EnSITUAF100.ITNL LA
fOfiDNNNCemN EsPeasway Aan NSVIEI.D
ym apD
Da1as. TlNs 15206 ERN-F-I3IB
MID WA PROMECT ID
Nr]w-o+1x
OVE: 20LY 2.1
DESERT: LOOQFAI
DRAWN: DVI
795 SCALE
HOflx: I' - 40'
NERTT I- - d'
STQT
65
790 3 _r or 154 SIVXU
V. 1.0000 5016 —LE
W. •6066 MIS-
g-7• � yAUTfONl1 w SiA S•n. IHA�vpµS+A f.i . 11000' Ri)
COMRIC Gm D MEMtIs '•18AaC0 ?A. Ob MEf NAIIOOi 1 SLO1[0 FHI HFIDWOlI
lnat S WIM
low. 6 Co.." W INSTALL Ili SY TYPE -A-
PAWK2 PlION TO NRrxcc EWI•Ci rAam Woofs ow Irr+x1 (16. OEM) o
CONST I)QI0
ios+ +WEr n
Flo. -np r-x, -T.
- ' 1 6NR+IANC[ .tlIQ.EM Wp- WA1p1 I... __
1 N,N+VE)OM A,2) DR 5014 :r:1L _
1 ; 1 lEiRIgT A.21 _ _ _ -• 1 / ' I _�
+ �TF
10om— .62
sraa<IOiIR
VVVW111
O+RVANC EAGREE m I R ME"I 16' 0 26 .0 e0
ANCEACRFFMFM SWFMIE.xed015
� 1ANn SWMMM IXiS 1 r I
IMEPIN CONORIONS
100 YEAP WATER SURFACE ` 1 ` / I' FURJRE AG,/ I
ELLVATXNI = B15 ]O i 1 1 1� I PIII,S 0I
1 1 14 286 S'6- NON RDWOHCEI) W
�B+aa 1 1 1 A 1.4 16 ]4jO I CONCR[TE ...
(616�5 PlSn+p i 4
' f16ClAi 61l0 n n • I LO'� � �W '� NWRpA1WE LOCAMft"MI TRIBUTARY
/ \ IT
MNAOFJI MM ro .y A1QAMrifP11 JRMUYI W66rMV-II'BW
, %Y i 11a' \ � APP VADrLom MA6W!.E 104, FOR YIIWIE _ _ CT' rRORtI MO f616p1
" .also • RomrlA.1 IIIJE AM CAA xGT1pW
To
J 1 � rey sfl+1.-o2o6rs1-1a661-EOr665
.{Mr
Mir 6/RA► �",,,y�}-� 6 E� ♦ -C' ow
14 rm nIl
Xt 4(EISMN [%RM16
1 — Mo,
xxM. r.
��;; 1.:: , �A, 6Ap1.N1. N6 1•
�utt - �1 Qrp�1 6RO M0 .tA0s1tL _ 1�.�.1 � - - --ram•..cc
- wr I w M sWM sw w W— M�➢A. P.6csr Y
� - wlara rAr cunaNJN[ aLv >u 6:
cnl)n
P&820
825 815
820 810
815 W5
810 800
SgN>m
aw m
795M
i■■■■
i:■
:�
■o
'�
■■
■�
:
INSUR
��
■■�i■
10
!■■
V.s
■
■■■
■::■i:
ONE
6
I■
a■
■
�■
■
■
■
■■■r
■N■
:
I
W(ii�`
■o:■
i■■■■■_
i�
I l
■:�
666h"
:1�■r■■
■�
■■■■i■
1■■eel
■
i■■■�■■
■■■■:::
■■
E
■■■
■l
.:ON
—■.:.a
bill
::::Io:
pu.
::::�:■
■
■■■
[o I
�0' MINIMUM � W�
,RD CENIEAVNE CV"'� aATA
LOT
I wl) DaTA RAmus I (Er+eTx� cxw+o I c-L I NAu"oL (N
IMP-
�,�� / /�{ s 11 lY laoaO.O[I.125 aa(�]oT]'Ix.s•l9•sow ]s ]s' �NG
8• TOP SOIL
B' i0P SOIL ' AAO AND SEEDING
MD SEEDING REOUIRFDA T 1 G�TOP SOIL O
REOLIRE➢ .#- J R (PANATE SWALE S) R' SEEINNC
p100 . 8 BO CGS I D' YRw REOU9YD (PANATE SDI SWALE)
5 - OSOx 111IiLIDEAi 0100 - IB.95 CGS LL
SECTION A -A DP (P=0050) = D72 SECTION B-B
Ms o ae9x
v (n=Dm) - T87 PPs 000
Nf5 = 2.91 PPS I
PAN TE SDI5 SHALE TO BE I..—NSEL = 110.9
H ROSEEDEO AND MNNTNNCD O
I UNOL 70R ESTML15HED
` PRNAIE SHALE S i0 BE PAN A .]000 000 `• 1I W
111` H}ORDSEEDED AND YANTNNED SAUSALrtD Sf111LT N
UNDL )Ox ESTABLISHED END s Y
Lw r a
r'�� PANATC SWAIE 5 YMN�I —11 GACILDr I
pMM[[ AGREEMENL I (
� 3IxfSl4lHp 5'TREET
� 1� + � �_" I ro iDl�i•aGoNC, o•il°-IlalaDl-W2{/5
w-20u
t • _. IERImt A+1 I YAfM NO SB-C
A 160 ' 11GAIY .— rACAAT
•M. (wL GJ1SIRKNI EXSTINO 2 S—DROP II _
INLETO ISAI _ _ _ _ _ � _ _ _ _ - _F .
THROAT. BOI.OR
7 GO' ' —EN ENT II u I.ISTA 1.0].lI W _IW J�QAINA RCCCRCNCC MADO
CPN IAtlDlow.PHASE J U9 I 11 IN1• >• 02 Ln 19WKPA 61 Pw A 110.12A1 ( 3.02 L11 nGf• �) I �- SIMJL'ax. •, CrnlTl•wI I1Yl14N
u1COM AANoI 10ut[SAAO CPk 102 AAWr »aA VIM
1NA[
rU•11 cu 2• 1
• NN• tOOD %
CUT A/M Y 40 tDIEEN AI VOI or CC,
INCI {wµ TAAA >N 1Do 1•E a k.4 mu • •1• . a
AN•IAA1' rut• t[MflMS uLW n2 a
w4i,YYLR NO 2:
PRfVATE SW 5 g PRNATE SD15 SWALE ] ` N. E K40t IN COVER AT BACK OF I]AB
WLIA C TYI PCCR N COVER ■BAC M
AND
1111 Hill
845 - MIL _T :
845120 T� 820
- I VATESWALE
_
t t ` RI SDI5 SWALE S
SW PROFILE
NO
815
I h W—"—
i - - - - Madero
Phasel0
. m tca or BAve IN'A Asa —_ •
i 810
,e rxo•azD vwx, I
_ 1 _ CI'I'V OF FORT WORTH
Dh:�Y 1 � i 21aV .. `�' ) - - •AiP(L1rA �� �� I (1\COUNTY•'1 EXAS
eao I 8aa00os _ 1 80=
TrF
J 0 a0 DN x lI''• lwti A;( �E �Ofaxcrncum.-w'e,�ar w.. mAflnx
- n M -ii411100-,1 —1 PT nt lu. FAN-F.t3EB
.. DNu (aow)+ OOiilY YIO00 ]s)- ] /i
625 - . •- —" - _ 825."B00 -'- - br1 (o D ) I n i ..1 L PROLE 29
J - - •r— -� . . . Ij ) • I : - � . i & i eao alo AA7 x2E
— ♦- 1 .f ..-✓- _ - - _ _ DESIGN: 104LUB
L ( jai is DRAWN: DIX
�[ 820 -- - 820 795 -- - - - - ' - I� — ' �_. , 7p,Ar E.wa .. wNl� suLE
1 _ j
- S � � I - - _ �. vER
• HOR2: I' . •D'
E-alpa t t$-- I i >75
7
15 _1i_ . I .i - . . ' - 81�.790 ...1 u. I _ I J 1 _ .. 1 _ .. f 700 w nt 2 ns
L
I cg { I
81 83 85 7' YA
87
— os
N fiI Ba 86 - i2 _ _ 9"5
GRAD NG iEY MAP -
� u NTS
O 2D 40 b
L—�
LOi GRADING TYPE A
ALL DRAINAGE TO STREET
MATCH LINE SHEET 91
__l .Cm-
IL '- 1 T
V LOT GRADING TYPE B r
DRAINAGE BOTH TO STREET k REAR LOT LINE
IA,
� r -•Y
! Illr ,
Nis` 141
, v-477
�_ • '
9,i1.. B1D,6 q 1 1 1 U to ,B,
i — - = FP= I FP-- I I FP'I FP= a_ d
FP- I I FPS I r t�
+* —V1 I IN --' .�H' 818.6 818.4 818.1 817.9 817.6 I 817.3 -_ 1�
- tINl FP-! �� f (TYPE A) ME A) (ME A) I fE A) I I ME A) I )1 ME A)00 L- FP-
�= BIBB JO 2 818.8 1MIT A) _ � {{' i Air— at CYPE.a u
Ias s D -rr n a a■
FP= 1 1--� I_
818.4 FP=� �` 31 A 4as ^FP.-
ss I s 818s
W M1 na f I
Z ` (APE A) A. A) FP- FP= I FP= FP= FP= FP. _ c=�
h w i , I" 875.4 814.8 814.2 813.6 I 813.' 813;i
U I .. 4 FP- r . n I (ITPE A) I (TYPE A) I (TPE A) I M1E A) I (MEI41 EF,NE A) `' 1�
818.1 �„ I , , 7 i ,D I- 1 e
Bt8�2 se ME A)
t
_ T �L
la7 818.o�I,.iWW POW --- -
xlVr
ME A)
tt I` 7a
FP- I I I 71 70 I ,9 IB sMW4Aa0tN0AWF 14 10
j3 {• � < S8Te117[ +1 / zs !E 2] 1( 22 ,� ... WENA Iutq x on
` / - I FP•- I FP!. I FP -=-I .+ -�r- _ I FP- FP- .I_ -FP- FP- Et,IWTTA�ij rP. FP. -
I 317 7 E A) - E 1 e1S.S 914.7 514.1 813.6 J "K A) I 8/3 1 I 813 I: A
SSS I �ME._AfE ME AJ : (Il![ � �mP[ u . I iT,*E a ! .I mn u �'1 -cMs v ' (�E a I . -m*E Ai 1 Al (ME q
���: ci - , •1sq_�_. _, .}.... _1 -i 41_ . _ _ i,- Ea_r�
L.. fWALE,Q[REI[E
AIAOERO i I •• .A INIMAE 2e1RY >s _
Ij�'8 i r I CPH 1040891
•` I X-27371
1
1. ALL fW�fN or PRaP ..-MND —
LEGEND
NCLUDUIG FOUNDATIONS. FOOTINGS. ETC- SMALL NOT
E%EEMB INTO THE RN:M-OF-WY.
71 J
y tI(w'pA
2 THE MNNIENNICE OF MANNING WALLS HNL SBE THE
RESPONSIBILITY OF THE PROPERTY OWNER ON WMLH
TI ]
EXISTING SPOT EIEVATON
THE RETAINING WALL IS LOGTET
J RETAINING WALLS GREATER T 15' IN HELM REQUIRE
FP
FINISHED PINT El—.. O
SEPAPATE BUILDING PERMTS RETAINING WN.LE GREATER
THAN 24' IN HEIGHT NEOUIRE PL•UNS SIGNED ANDM
le
CP
TOP OF CURB O
EDGC OF PAvfu ENT f
SEALED BY A UCENSED STATE OF TENAS sm-UL
OR MTECHIN L ENOINEER.
EG
EXISRNG GROUND
FLOW ARROW
`_>-. 3=•
/NSEn�G S1Wv DRMN G.6N.4
1�TYPICAL PAD SIZES ARE 40' X 75' UNLESS DIMENSIONED
OTIERA,SE
LB
EXPOSED BEAN 9
2 FINISH FLOOR ELEVATION (FF) 15 ASSUMED TO BE OBD'
VG
VALLEY WTI"
AFM FINISHED PAC (FP).
w
J FETLVATION SHNOVE L BE A MINIMUM OF 2' ABTHE
ULTIMATE ,00-YEAR FIDDDPWN ELLVATDN
i
AOWYD GIRA+'I M TOP M WI
4 MAXIMUM E DSED BEAM (EB) SHNL BE 01' AS MEASINED
B
PROPOSED GROUND W BOlI04 OF WN1
FROM I.. PAD (FP)
E
PROPOSED WOUND Y ENO OF WALL CL
5 FIMSHED PAID MUST BE 03' ABOVE THE MGIIEST POW 011
TYPE 'A' LOTS
PROPOSED 5TORM DRMN SYSTEM
6 NAWMUM DRNEWAY SLOPE OF 12R IS PERMITTED TO AVOID
P"CPOSEO y(TANrC W4t
DROP CAMGES IF A MOP OMAGE IS REOUIRED. THE
MLAUMUM DRWLWAY SLOPE SHALL BE 10%
1
Q
1N01CATES SIDE OF LDT WHERE
7. DROP .AMGES ARE ALLOWED UP TO A MMINUM OF 10'
B ALL DRNEWAYS ARE TO BE PIAEED ON TIE NIGH 510E OF
UNLESS SHOWN
1{
®
DRIVEWAY BE LOCATED W
MUST
PROPOSED POW Q
THE LOT OTHEfHSE
,. ALL WORN SHALL BE PERFORMED ACCORDING TO
GEOTECHN-L REPORT W2JEL157 DATED MAY 24, MUO
PERFMU U BY ALP. TESTING.
PRWOSCO PROTECTIVE fENCNc
11: EE% CONTRACTOR TO AAPE FRONT Y""' T'ROM ROW
CA AT 1% THEN LAP AT &I TO RNI1 PAD EEVAMON
E� [ TYPICAL GRADING CROSS SECTION
= r NTS
(n I D
W
1 Z It Lt_i�
Wn
\ 1
�1
GRADING AT SIDE YARD WALL
• i 1116
i 11
POW EASEMENT
I FP=
813.4
1 IME B,
CDY PNIMM, INI O4ro1
TMI J0f14-02pptyl-Iwro+-[DrGWs
w-1/S,T
]OI4
MARSCO NO BB-C
1
tIM1IW.aLM+pclvvY.
rrNr_NM,P:a. ErItIw1.N.•Fr.IAN
M
E[AbnA1CU
M1uN+[ MNW X w BA At YO[ Of or
WN•�TN HOC o t ftm RD4D t 46' EV l DF
STAY WAI CRREMK [tEY tsxe
ILAp1aANN NO 2:
SOIIM[ CIR wD, Y 1N CENTER AI MEA OF cUm
AOWM OF THE MIT OF SETOOMND AOOE A,
:aP1[R FACE agAD. CLEv TBOBSit
It
wrwN w
GRADING PLAN
Madero
Phase 10
CITY OF FORT WORTH
OIENTON COUNTY, TEXAS
LEA B1O'
i/4l
fi0(0 W1fICegA EFpenway
n>. ptUIFNR
sro eB
DMM Teas ijT6fi
iRN-F.1DNi
WA PROTECT E
M]10-0112
ME: JLILY 2024
• A�
DESIGN: LOVILE A
'�e
;
DRAWN: w
SCNE
C
H.T:
� tW'
vERT: N/A
SNIR
e. ,
92
n Is 3.111%
ND,FR.
LEGEND
1
1. TIPICAL PAD BgES N£ 10' % ]5' UME55 M.........
IHFA'A1SE
2 FINISH FT.00R EIEMMON (FIT) IS ASSUMED TO BE Doc'
I•IC"'o f0U1bTON. Ep0Y1GC ETL SARIS Iql
ETTUq .00 ME ARM -of-MESSY.
2 M VAVITFYAACI v IgTArvAIG rNA1S 4W1 BE ME
no"
N5
99
93
37
11 r T.'E1 IltYlp4
ABOVE ""'An PAD
RETA N'iUiNY V IIIE RROFOTBV OwWtIT ON MtC1R
1--T
N
{m'wl 1A01 fIAV Hon
YI
] R EEEMMMI SMALL BE A MM... OF 2' ABOVE ME
ULTIMATE 100-YEAR ROOOPLNN ELEVATION
y. MA%IMUM E%POSED BEAM (ET) SNRl BE 0.]' AS MEASURED
UHT REIA PNC w%cA a LOCAT[O,
] RETATEWG WALL5 GREATER THAN I]- IN HEIGHT REOVIRE
SERARTUf BUILDING PERMFR RETANING WALLS GREATER
,F�T`�,
t 1
A' RFTANpRG WALL
O,�
'
�I -R
89
9i
= � -I I
FP rh"G, NIO t.- ORl
N
FROM FINISH PAD (FP)
THAN I" IN NEIJn MOLICE PLANS SIGNED AHD
'TEXAS
I
R U "N'Sm
.i I'•' 8B
-.._
T' •M !T C}RI
p
S. 1111 ED PAD MUST BE OS' ABOVE THE HIGHEST POINT ON
PE 'A' LOTS
OR °GDDTEGRrcw FAD m OF S REACT M
0.ar TLOOO
YA1)
: 7
IL
NA +
1, (,
- 9Z
9S %%
EP TOG 0' —W- Q
6 YA%WUY DRNENnY SLOPE OF 12i 15 PERYIETED TD AVOID
0 OP GARAGES IF A DROP GARAGE IS MOUNTED. ME
9'�
�.�r 87
•�
TA)
EG- EUDDM1O�•-
IllEuy.■■
MMTUWM ORNEWAY SLOPE SMALL. BE I"
] DROP GAWDfS ARE ALLOWED UP TO A MA%W W V Tor
0 ALL DRNEW'AYS ARE TO BE PLACED ON ME NIGH SIDE V
Raw
0•
(MAX)
GRATING NEY YAP
NIS
Z
cLOw ARROW
-��� - EXISTING STORM DRA. SYSTEM I
E LOT UNLESS OTHERWISE SHOWN,
PERFORMED
B ALL WORK SHALL BE PERFORMED ATED MNO TO
ALL WORK SH
S''A
`
2JL
C] Y
EB [AW%TE0 OFAV
O 20 AO
BO REPORT M30357 DATED MAY 24. 2023
---
R
VD WlI [A'
—�
PERFORMED BY AIPHA TESTING
GRADING AT SIDE YARD WALL
EDUG
EONITZ MOR TO ROPE FRONT YAM PROM ROW
MITI;
B PPOPOSEO GHWNOO O BORON OF wNi
AT 1% MEN UP AT 3-1 10 FINAL PAD F]EMATON
E INTO DIED 1-11 w ENO OF A.L. a
TYPICAL GRADING CROSS SECTION
PROPOSED STORM DRAIN SISTER 1
Nrrs
Pmro[m .nA+W.e WRL
INDGATES SIDE OF LOT WHERE 0
ONIT—Y MUST BE LOCATED yVj
— PROPOSED RGW
z
-. �.
O PROPOSED IWIRECNVE FEN<TNG
(�a�
. ~� - "
I
( ' ' ► ~
- Y1 —► ` '
F ��
•IFS IR-
CT' PROJCLI NO 106".
-
to SOTS.-owoUl_ID.aR [aTau
- Y-2f0t2
NOIt
YAPSM NA 111 C
SEE SYAL RAN ]0
µicDrYu3TFORT
lD•1. T NII J
I ErISI.L CLS PP[UM M -
-- -------�---- ---->-------� I con RACMO 10 WRWI
U)CA". ♦ CONTACT m
-- --�- - - / /IIOMD[D OPINION To R• B.bDle».
CONBTRUEIbN Mrnri.'ANgin.•U,r,Ay
IMCN MATMi
1ENLFIYAIIa W I.
( RIM X Y cETOER AI WAX ES dll :N soM SH 40VSAE a,rA{PIOA FpIO It H• REST OF
AVNAA] vUW CEN1ptFI[ (11Y 13iR
—� ftlnpPANf. NO 2
DTI SLOPCRAMP O $QUARC NI wnRR N '% W CENTER AT HACK OF PA
.C." _ —1N OF M[ POCA or SERRANO RIDGE AT �
WEy
AD"m I - _ _ -_ '.DFS•ER RITG RORO cure S
T.
AW)a1R
rill
ACr _ frFlfj (M7
It 4TIIT
F
tIII� iPw 1 - - - TREE P(M) OR
01�/BiB.6 IO FENCE (TFP)
pA*[ tl
I�
IFET.-I.
�
W
55 Z d—
tz
films
�I M 8152 1.
lI (ME ") 1
FP ~
t-
i1F.E
GRADING PLAN
Madero
Phase 10
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
1rcAvw)w� YIa
IA
xFO N,], rA EwA+Iw+v
Ar..Yw+I PF
o�,.�i..�s ;vaG
FRn-F-lus
ILIA PROJECT ID
MT1ND-0112
OR[• AAY 207t
AY
.�A .
DESIGN: LOOFEM
DRAWN: NA2
ESSAY. • rnW
swE
..
A er
R VE
WPi: N/A
SHEET
% •
93
V SSA SHEETS
It
rs r LEGEND
�{ 1. l�l�aM sliE4 N¢ w % )s' UNLESS OWEHSIGNED A 4C 1 I 931 42 71 vnf FI_..
■ly, 2 FINISH FLOOR ELEVATION (FF) S ASSUMED TO BE 0 GO' y- ry
ABOVE FINISHED PAD (FP). 1^I T RngIB10 WALL n ' 41 92 E<ISTIxc EPm ELEWna+
] R EL£VMON SHNL BE A MINIMUM OF 2' ABOVE THE I JI ;� IVt Tr P - •AD raCWl
ULTIMATE 1W-YEAR ROOOPWN ELEVATION , R1O0 a
N , MAXIMUM EXPOSED BEAN (M) SHALL BE 07- AS MEASURED •Il7C WFIW ..• .1 �� I _ iI 42 1_ `O. O C Ot
fAOM FINISH PAD (FPO. -I - I•"�1 EP
5 FI W.ED PAD MUST BE IT ]' ABOVE THE WREST PONY ON 4.+ EDGE Of PAVEN[NT T
TYPE 'A' LOTS.
6 A MAXIMUM ES. IF AY ROPE AR 1E 15 PENNED. T M AVOID (WAX) �• • ' L "TT EC" Il6LSAO OW1AA0
pOP pMACES. IF A DROP GARAGE K REOUIREO. THE "-� CPAOIAfI. NFi MAP J- ILe. MIKPf
NMUM DRNLWAY SLOPE SHALL BE 10% r fA nE TS p
7. DROP GAMGFS ME NLOWEO UP TO A MA%IMUN OF 1 0'. J J PII[I '� .17AP N; LANES EXIBfINL SIORN ORAON SYSTEM
e. Al DRMEWAYS ME TO BE PLACED ON THE HIGH SIDE OF O3 2' Mar10 NOWDLTtp.i, FODTIM I Sl HOT ,s�ED EXPOSED BEAM O
THE LOT UNLESS OWERIN E SHOWN CONTRACTOR TO RD{E FRONT YARD FROM ROW "=.A M..fO,,I,1..�y Itl.IT-C4-NMY.
0 20 w NO
9 Al NONX BHALL BE PERFORMED ADGOROIIG 10 AT 11i iX@N LIP AT t1 m FINAL PAD ELEVATION 2 '.^"` /(TAu1M WNLS LMLL BE THE VG VALLEY GUTTER
LETIIEO,NIGL REPORT W2.TOSS7 DATED MAY 24. 2G23 GRADING AT S YARD WALL RLSPOAd1R/N DF .1 PROPOIIY OA•Ip1 DN NHIOH LJ
PFRFORLm BY ALPIU TESDNC 'WI NFABR+C RAW. 'r TOUTED. T PllD.xm c-0.116 IT Io. Of WNL In
TYPICAL GRADING CROSS SECTION a rt R TN�,r�N w�� EEQWRE B PRDPOS[O GROUND s BDiiON O WALL
MS ,IfU+ N' N MItI}R REpINI[ NAhl SIP'l AND E PROPOSED 1=1 O ENp OF WALL (E
11181 A LP'71S1/ TIME OF TEXAS I'Mc INL
1 II I OR _ TIIDI{O1. } PROPOSED STORM DRNN SYSTEM 1
(TYPE A) I^I r - - -III =��(T A) JJ 1 1' 1 - - 1•� 1 I 1 INDICATES GATES SINE 01 LOT THERE C
_ �,.La•""MATCH
;I11r( FP= I 1{ oR `E MUST BE LOCATED
t�. _ p5WFM4 UN'O�VEO 1 1 1 F I (T1PE A) I I PROPOSED ROW 4
MATCH LINE SHEET 93 1.
'+ar 1�•. 137 la� la�a2V?•, tii 1r ��'( �ilvcIItoI M�E PROPOSED PROTECTIVE FExCIxL
.1•a Lit 15.T_ �11a_ �T31 12-t 121 �/t. -12.E IEXHBITA 21 11. I Fl_
Ell,
,. mI1 � y 8141�
- C I o •Aattl Ln twwl
P i R t E71 v /i.i ; It.J PNL WIC[ �yp111 io bna.o2mu1-loupt-EorW
1 HATI ► PRgTL[ 41EP1 -1 1� w-�oi•1
t Y I Fp. I•wT I , S , ( F FP= iti l LL+aaEo No se-c
} l A 13 22 rt » q le 'A 812.8 16 - I I FP_ `� -
I +II -A 817A I 11 I (TMPE N II 812.8 `- 2 _
lK I. •B
IFFpp I FP. I iP: I' I FY• ' ' FP= FP. ,
.' B18A `915.7 615.1 811.R 811,9 BH.7 Bi 4.4 814.1 Iw °i ;, -�_ -- _- _►.�
FP= (TMPE d Li
t 1l A) (I3t'E N CIM A) K++�E N 1 I MPE 1) fnx N / FP. u � " � � I I IN - I Z Gn111NL.w-..,I.ny
J FP= J niFLNUA _ :_.
rl ) I s�, q It a�_a N_A-1,1, 1 „ �N I� etz.5
' Af• ►• ,a1 la - _-_ - (IRPE A) a ICUME CUT Al 'Y N CENIG AT BALK OF CURB
; r y1 x 11 mUIN YDF `F EIU"c ROAD a .5• W 7 a
/V1- , % w, N sow. S CIMLP\J'L , A 752 u
Fp.
I- i (TYPE A) I 17 .3i C I 101 812.5 ' _- IQiIAK curt NO
'X' IN will AT Ill of I
IPA FP= FP- FP= FP. FP I fTYT� A) roTmT OF THE PCCR OF ttNMw ROLE Al
w C n {,M.e • 815,5 - b1$1 614:9 814 7 814.4 8' 4.1 813.8 B13A _ _ 1 4: A AA 6 15,; axPER Irnor ,mla cur
A) (TYPE A OYPE N (I3K N 1IRT'I N kl^T! I d MM 15R uAX
;I I �T..c, A) I (mE A,' I C. � ) ' , 1 1 - , - s1aPc I �
FP- _ I6121
Ijl
T I ',Pl II t! 1 • T e t FP -
ID n I I ID 812:5 11 FP•
BIT
T-
W - -•••, i11 : yIiWMOE FAI7YM1 ApIRIiVR- I
+ 1 o
I�
En - 1 - i:-- u•.r� All01._ Dr rJ,(' NF tc 7
+" - «• iq` J y Y° .rr
• _ % ` -_�, t-�... -u_ 112-I-i.!• s pD i,l.r�_ n d - Iq,B Fp= •- I' I. ! GRADING PLAN
812-8
1 �� I + i •• t .,� Tc.- �i , '-t7f �3zt- -- - -NA I,, w - I „ CM A) fF' ..I.. ..
•�1 I 1• + +7 StYA i• - I" -�= I Isw Madero
` I y 13FJP
. I I I II� I� INtEA1 •� "I 4- mPEN IN /�_ \ Phase lfl
1 FP= FP= FP• FP• FP. FP. I FP= MA.r �I�"-
815.5 et5.2 814A 814.7 8144 � .4.1 613.8 813.7 1 ' I ` _- _ .� • -, 1
t t 617.3 iF J (TmE N lEnc N ow Al is l T A7 IEq[ A) (mE N I I (EEPE N FP= �It I - ( i �. • f \
(Rtt A) : `{--.� - } is jai-i - i ;)f ;-_J 1 !Zf' (TYPE A) 1! I I ff y 88132 1 3 _ CITY OF FORT WORTH
^a_ r a_ _..__!v_ ii "
-" T.e _r.D- ,i �-i �,,�tl�� , • EF,tEN I C DENYO\COUNTY, TEXAS
. �.I ,. �:a r_�,st By ''jjr��.''7,� 1E..' I.! � t:_•CT" - - 'r � �'1 AIM �` _%
(1 I FP.icy^
i,�� T 1 817,3 1Q1 �ji` -i .M�- ' { l 813.5.._ 14 I I FP. II LNI Yr LA
;� }f fnK Al FP- I FP. I fP FP=. FP. l l•Iw (TmE A) _ I I I A 813.5 NL NM.x. Te aRUT emo u a mF PAM...wATur,D
8157 875.2 8150 8,11.7 (8T71R,E1.5 814.2 61 a_2!;. _ �_ '1j' , L AnN• �t.w �uPL FRN.i
-tve
{� j -�� (TYPE A) - tt+•T Al (1YPE A) /(TIaE A) 'I IT1M N I .I y (IRWT M EryR AI' w Il I i. S. 1 O- I UA PMECT ID
IFP. 1 �'1 „ NrxD-D11x
•Q / - - I . 616.9- 1 • , 7 • • ,• n' Tr 8111 I] i FP• I' -r�- our, AAi ml
tTw[ p II I I a 813.7
1 (ITYPE H J ` CIRRI y�)� - _ t DESIGN: NDOFM
i7 _ ,. S OR~ ME
pia T ) 1 • . .o t e _i�. 1`f +? •+' = I �- - -Y
�' N• B% ` t •�tts-r ,D q.•-- rr : va tss I] n.fr 11 �F L FP.F •I •_ A,. vERT: N/A
i 1 ��SiF:L�1�' LL E� ` Bt3.� .w.TImI.Ic a/�'.`T,+ Err
t,.e i- 13�, ,7 ]1 a� u ° la ,1J - +-u•� . JSW ( I OTfit q - Im `".N1 m iTInT 94
- 4 MATCH UNE SHEET 95 ` - _ I -' - - �. � SHEETS
A a/
!t fl
CLANJI W-- M&E-AN�O_CCOOJVEEERR
YNRM mAA!
CONCRETE PIPE COLLAR 334110-0418
� a nro�e .�xwi•a � z
EROCLLE NEW _COYCR a a•Yvp �au'1A s.n.
araTem 'ets e. ucm.
PRMIF NFW-fRAYF ��--�nwre-�
pll.rphvro ar.S rwl.,o.n, TFx.e I .ewee a.waral
lY✓ "�Ty]+ sTO M pRAIyCII
MANNOL�P YnHjVERA.ND I 330513-0<t7
RWWarean Cenral• PIP•
Pl.n vi.M
Mn--..-I ,...
ElevnLha - BRnom. Even
f - gla
W
EI«elJon - CenieAlw Ewp
y EI•vNlen •Taw Even
TOnIPre nnrl Groove PlIm I �q I I moo
RINI-- Oallont � EORTRR..
REINFORCING SwYL BE W 3 EIwS
VY{C5 1' MN' a.r F-
STORM DRAIN LINE
SECTION A -A
}
-' CONCRETE SNAIL HAVE A
MINIMON COMPRESSNE
STRFTCIN OF 3000 PSI
AT 2e GAYS
-I TOE W
SLOPED END HEADWALL (SD10/SD16).
Fkl iO SCALIE
A r 11 A
-P B' WARS
8 �
I
ACIVfORCNC 9ALL RE NO 3 am
ON IA• CCNIEAS Gtn WAY CONCRETE SHALL LAVE A
MINIMUN COMPREMSNE
')- STRENGTH OF 3000 PS
AT 29 OATS
E •ram r
VARIES - I' MIN � ` -- t' TOE WALL
RCP STORM BRAN
SECTION A -A
SLOPED END HEADWALL
NOT TO SCALE
•F11 nm
N
CITY PROJECT ND IN-
- NO 58-C
WvrAFtbNJwq*W:—
7ENGNMARIM Cn11L•w,Vn•,Yy
MANAE COT WITH '1F IN CENTER Al BACK OF CURS
w
79 PAY 4 9pC pI AL.115 A'1•p a t5' lliSl O
WIepAY IrFI CRIIEFRC [/lV 13LM
*)Aw`AAINI No T.
[CURE CUT WIN Y IN CUTIM At SICK Or CM
CM OF 9[ PCM OF MINIM RACE At
:01-0 AIM AIM EIOI
PH al Y.Sw w
STORM DRAIN DKTAILS
Madero
Phase 10
CITY OF FORT WORTH
DENTO\ COUNTV,'rEXAS
LJA EJYA Yoa-
LA
��I I(� rwey
•1w e0F}VM
$V IIIT
Oelye,Tner 1ET06
1AN•falll
I PROJECT 0
NT3 -01T2
ax• AAT 102a
'10ESICIJ:
IM
e
1 pRLIW1 LIy
GNYi 11 RrK+
SGtE
„>A,
HOR2: ITS
I VfRt IT
20R
141
or 154 SKIMS
i
LEGEND
I • • d ``\ SEDIMENT B.ViRER TO BE �-__----__-
117 / ,- `� / - ' `• �l�l•.i MTN DISTURBANCE
PRKIR TO R
LAND
_ -_ __-_-- --- - `\ (SEE DI SAR 1 1) N
,i � TI (SEE ORAL SM 15T) �.
_�� - -_ -- • T SEDIMENT
BARRIER
FTO BE
• +t - r
•� I GRADING ANO/OR AFTER 0
ENT CBLNRUD110N
AND CURBI FRL
II(I1�,, •I-__-___ .E __.--_-'____.�___i_ ____I ____ _ -_. _ NPRAP
c
-_ __ i - I ....r _.. _.._
E ROCK r-I
coo" u n• r'` RADIxuNs G a 1
OF 114E maofi[T / I `� EOCII_ CHEc_W au j VARTSDo .i1THIS O
' SOYBRf1I0 SiRECi �'
InLEr vROTErnoN
_ - �- [ -' Tt f-1 % 17 , t = 4 _ t SDRFAEE ft- ARRDw
i�-- WOOL t fCW BAN, i 1 (I Esr eG�r[a I 1 I _� I ROCK CHECK CAM 9pm a
i CON —
AT i orvT ® I
,.00..ASFOO.. A" 0 a
tI
WE AND wTER145
STORAGE LOCATON
I � IAOT SEDNEHA,NN
GPROJECT NO. I UITFlo- l-o2o043I
-,nm-EO1BB5
�oQL
1 K-2]99)
1II 11 IjI _�{1r 1 1 I{1I I L 53 SY E `A! MY 1 WPSW
MNO. 5B_E
W 1 ••1 1 1 e�r I ___ I I II r� I•� I I r r'RPW (]4TEEP). .- I- • 1' . W ---
N�- 1-t nl T , ,,. >r WE `A` �, 9MIMNR _
W H ibl COMYEpNS RINM i10TEEP) WME CUT VOIH 'x' IN EEMETI AT BACK Of w
W so' or
y1� - _ IA10 TEIV1 EMTOI' SIIRFKE I _ i _ I o_ I O LYMS,AW CANT CINTIOR/IC °MO A iSDN ) fil
z�$-� r•3r = I aEVAroA-Bls.lo �: LI g �— — Rb=a'------
_ 5 OILIOMG NO 2:
1 I wn, F T E F 'A' IN (¢l1�! M BIDE Of WNI
J o I - I ]DRAM RLGC flow
OF WgVO N9CE� _
imm
U � _OLSd E I I
-� FINIALr�--Tt f TTt n
I; I _ I r-- 7WWWAIE
MSWLRIEf r. _ — CAN NSTR 9
P.DIEGTAFF
rtil� �_ { ISWM CONSTRUCTION
PLAY
12 3 J s ia1, t
I I ! ]—�� T i- Madero
-�'_� ,.. i Phase 10
uADERo SfOMIOT Bwtu W • �- • ' unDERo TICIICi • - . - - • •• ., �•y - 6• / CITY OF FORT WORTH
5 RKjI W Cp iF '•' I i pAG E ♦ I� 1 Ir( BEYIt" SMALL PERFORM WEEKLY SVITP INVID006 ANC SHAUL ) AA F'AwIW'10. It0•T br WA Lgp111 C� CLIPS AND TRNFrE ON OERS WILL BE n TUNED AND'
C x z1 o a PI WA s CPN. IO+UB9 0 �T� M I, SPECUOK IF 1NE CRY DF FORT 1�CRR1 IARAI MF FK Cp�L]KICTpr FpR HA, W , AND .1. MR, 1. CATS DE\TON COUNTY, TEXAS
J1j]� B ANY PARKLAND RIGHT OF WAY (ROW). CORNER CUPS. AND TRAFIC DIVIDERS THAT WERE DISTURBED
NOTE: THE CONTRACTOR U. CONTACT ME FOLLOWING AT LFASf 2 PRIMARY OPERMdi TO LOCATE AND NANTYN ECUIPLICHT STAGING AREA DURING CONSITUCNON W BE PUT BACK IN THEIR ORDINAL STATE OF BETTER ` �i�
/ w
M HOURS PRIOR TO pIUVARNG IN MIS AREA: AND EQUIPMENT lAYODIWI MFA. U^
B IN THE EVENT. GRA55 HAS BEEN D57URBED ON PAR "No. IN THE RIGHT A WAY. CORNER CLIFS. OR fippp ,,,,ay ,- mv. TIRO
FONT RcRFIA RAEN OVIFNAA n 1-B17-1171-fi2Bfi CURLER 3 PRIMARY OPERATOR 15 RESPONS18M TO SUBMIT THE NOI. UPKEEP AID TRAFFIC DNIDERS CONTRACTOR WILL RESTORE CRASS GRASS WILL BE ESTABLISHEO AT 10D% BY THE Srtle lLp
ATMOS CAS i-8aa-]]]-Bfifi) NIMOMBE INITALUD 5 AIIRTAIN ERAL REOUTHE LRENEN 5 FOR UC ON $$TV IN EROINNACCORDANC EWIINT CONTPOL STATECEQ AND CONTRACTOR w1es. Teus TS]M FRN-F-IBIfi
IA4 EIECY.0 DCLAIEWY ,-800-212-B11J TAH3Ga0) IO FOR PARKLAND. PEONS/ MEDAN CONTRACTOR WILL USE CLEAN TOP 501L WITH NO ROLttS TO BAOJ FILL U.
PROJECT ID
CKMI[K fGYYAFYAIIO,IS I-.,]-509-fi2)2 BEFORE L"" OF 500 OR """ S '1- NT3+0-0112
FORT WORM TRANSPORFATK,N/RUBUC WDRNS-B,]-39z-B,Do TOTAL DISTURBED: * PRMNY OPERANT SNAL NHNATELY MDROMULCN ILL DISTURBED
ARF/5 AT ,xE COMPLETION OF AIL GRADING AETMDEB WIIHN ME TOO GRADING TO BE INSPECTEO B, PARD AGENT BIT-392-5,0D PRIOR TO SEEDING OR 50U RATE M, 202,
FOR OTHER iACWlES x,TW TpIASB,I ORD OR ,-a� S- 50O9 1 20.6 ACRES KAi, r1O*D"^"FURNISHEDDESIFW: IMi
I2 SECTION
iNMET5 OF GLEAN SOIL R BE OFTH ASAP ON REDUCE, THIS IS IN ACCORDANCE
5 IF ANY EMIR OR REEL IS OLE FOR
FROM MC CONSTRDCTFO SITE. SCCRON !]-, AS N RELATES TO RCSIORARON OF THE POW . OppWN: pMZ
THE COMPACTOR RESPONSIBLE FOR AWTREETS N A OAJJ CONTROL SHU1L
PROADE STREET CLEWING ON PUBLIC STREETS ON A WILY 4ASI5. FARM I} FINAL LOCATION OF ONSITE WASTE AND MAiERAS STORAGE i0 RE OEiEPMINEO IN THE FIELD OA•ITL : RrIH Sru r
USES OF IS NOT PERMITTED H ACCUMULATE FR ON ANY PUBLIC PROHIBITED
�E. yq, t. HORS: 1` 100'
USE OF WISH wATFR TO WASH SEDIMENT [AON STREETS IS PROHIBIIEO ""A � COIS wY WF w 11A IN FTIGA, a IATLEn A, pbnmVs DIW AGER'n a VER1. N/A
I CONSTRUCWOH ENmNICE TO BE DETERYMEO BY OWNER IIwROR QUCAE9 Al THE Qu OF cm. OR OOLOV[Tq S.WIt RLW4 IN0.I fW NY oNNL( Aw � SHEET
OWST. T THE INASWLI IL4KKHA0 11000N0 c_KL MRCH WY Mc III RR TO AOCAYO ORFMK2
] Ill PWQA\0. Mpll d .AY (WOW) COPE tK CUPS. AND TRAFFIC ME COKtLM1dI OT MR .IRO e, NL ENAIMLS, ORY•AGSMK W mom. OTCWES w (A RORI• r r� 150
=S. .Iu OE YA WTIOD M YO9[D R THE CONTRACTOR FOR RICH 2ONC Y 4 K DKOC() V AAI XONIWT OTM•,AAttO Or IK FAOJICI OR MM114M K A AfSLRT O
Ypus ARID rr.-os MR, IA oln IROCpN CCITROL TAAWAIS or ,54 SHEETS
FADS NHL
1. SOIL EROSION AND SEGMENT CONTROL SI41LL BE PROVIDED IN ACCORDANCE MN CITY OF FORT WORTH EROSION REGULAAONS.
2. RESPONSIBLITY fOR INSfA[LAION, ROUTINE INSPECTION AND MAINTENANCE OF EROSON CONTROL SHOULD BE BEFINED AND ASSUTED TO APPROPRNTE PERSDH(S) PROP TO COMMENCEMENT OF
ANY OIL DISTURBING ACTMTY
3. EROSION CDNTNUL MEASURES MUST W CONUNUCTEO AIID NNCTIONA BEFORE ANY GRADING OR LAND DISTURBANCE TARES PUCE.
A. TEMPORARY OR PERMANENT SOIL STASIL—ON MUST BE APPLIED TO ALL DENUDED AREAS MIEN FINAL GRADE IS REAMED ON ANY PORTION OF SITE TEMPORARY BOIL STABRDAYON MUST BE
APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 16 DAYS.
5 IN THE EVENT THAT MEASURES BONG USED APE DENIED TO BE INEFFECTIVE BY CITY INSPECTORS, ADOM&NAL NEASURES OR CHANGES IN THE ORIGINAL PWI MAY BE REOUIRED BY THE CITY OF
FORT WORM,
6 ALL EROSION CONTROL OEVICES SHAIl BE INSPECTED BY THE SITE FDREMAN DAILY, ANY STRUCTURE OR CONTROL DOACE WHICH IS DAMAGED OR INOPERATIVE M.L BE REPLARED OR REPLACED
IMMEOIATELY,
T SANITARY FACILITIES SHALL BE PROVIDED ON THE SITE AND REGULARLY SERNICED AS RECOMMENCED BY THE SUPPLIER TEUSH M DEBRIS SHALL BE SMIeED IN COVERED BM OR ENCLOSURES
e. CONSHUCBON ENTRANCES/EXITS SHOULD BE LIMITED AND PROTECTION PROVTIED TO PREVENT TRNCBNG OF SDILS ONTO CTTY STREETS.
9. REMOVE SILT SEDIMENTS ROM SHEETS, CURBS. CUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLETS. STORM DRAINS AND ANY OTHER PUBUC DRAINAGE FACILITIES DAILY OR AS
ACCUMULATION OCCURS.
Ill EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEUCES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AID CHANCES IMAGE IF
SA NECESY.
I1. SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DAILY IF FEASIBLE. OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSITED OSCHARCED SEDIMENT SHALL BE REMOVED AS SOON
AS POSSIBLE
1x USING WASH NATER TO WASH SE.— FROM SHEETS IS PRO.—
TEMPORNry
PLY—
=Z CAR
RAC
1 Ny^•n/
CRCSS-SECTION
CURB INLET PROTECTION
(STAGES ONE)
FBFT- R1150V1 SUT INtr OTfAH RTABIx3 B —t'
••r• RA OM1AT MNMIO ROOT
WORN MRR�x
(MMFT DOD•)
•ZiTTF .
PROFILE
CONSTRUCTION ENTRANCE
SHCI ION A
+a uAI
ROCK CHECK DAM
..;II
CROSS-SECTION
EARTH CONTAINMENT BERN
x0 SOME
= t
If} OR wJW MST A Ip'-0' CC (MAIL)
CGMi[
TI T/l xRTUIEwR 6 wr)L)
xAYA1 IODX
IKAOL FMCX�IiLL� sp�IAm1oxcAlT
'K
POSTOPTIONS:4— M D• xx DAL
3-
BTFFL - 1 TX TOR
Mx
}
TYPICALTEMPORARY FILTER
FABRIC WITH WIRE FABRIC
HIGH FLOW
i� SILT FENCE DETAIL
MIT a<.0
W A �YAgvoA�
O'-a• RDDO
SEDIMENT TRAP OUTLET
SECTION A
SEDIMENTSTRAP BERM
+DaD TINES • a•-R• OC FFGG 1L.AACCE
�/uOCD xxlx (OP mWU
T CFW FAUN.
b CD IN NUM• TA.CH
YCAY uPACT
Ati� �CAORB LINE
TYPICAL TEMPORARY FILTER
FAURIC WITHOUT WIRE FABRIC
LOW FLOW
SILT FENCE DETAIL
q K"`IDN
TNLC( PROTLC7ION-CROP
awLP�r.wAxw.�r c�,>e, cv.M.
H.rrc NN•W �—.veWSAA— �eNOAa
RAF]`
i ► �
ATRAeTRMNFO
,RwxTT�yAN,ETy
euuFnNmNAT.Luncu.n r-NNCRETE NAs oveyECl]py��
•�•• �m1e�Rr.,Ir M®�M
INSTRUCTIONS TO OPERATOR;
BIwTOT MLMM
Ax MS EPOSBN wxHot PLANK ART THE ASSOCMTW
SFmx—AR—A.. —Gm PLAN (—)
2 PO NOUOE NO/M Tx[ x — OF INTENT (.DO PROMOEO IN
FIA M PPP T OR NE CONSTRucTON ENTRANCE
O IRITE NAME
VINO DATE AT MI L—TON MORE EROSION CONTROL
pOSCE ISNSTALIEO
ON
DIES, ALAy UOCA)ON AIG wnT AAxT •IB MR V
INBTL TAN ON AL Cp4FRCICA [LIFWKE{. [OMMRO "GRIME
£ WIEAIN [TOAAn ,AVAILING KWCt T,orET. YES
11—G ANCE SHILL BE 1-1 IN THESE AREAS
R AROSE AIHOS RHERC CONSBUCRON
NAS [FASEO VINO VEAWNENT 1-1 IS BEING ESMBLISHEO
OF EROSION CONTRDL DPRCfS AND NOTE RFwsOH FOR
T REMOVAL N THE SMPPP.
ANA}C OPEN.TER. A NOTICE OF CHANGE SHALL BE BEEN B ED TO ME
AN PY A COBNA(L BE PLAGEO x ME —1
NDI'Rv (xw[EA M ANTI B•BS[ — .1w, ON Gov
E Y ALL MOOI u MCAIAED BF NID TpAT LAR
BOND tN INF^BBMICx FOR ISDxK TNryA(Ra AIM TO
B(Gw"G -- — W C V RM I, CWRN —
CROBOOD FOR USE OPER.ITDR AWL —,'SEE
REA CUM' RLH DARE ON CURRENT IM AND BELx USE A
COPY FOR NLW ELAN
Fo}
Ci I Cl"X4" FORT WORTH, TEXAS I REVISED: OS32-2015
2"X4" WIRE WEIR CURB
INLET PROTECTION 157 13-G430
FCRY
RNOUCv NO' "OD.
o- SDna-DrmaBi-mMral-mnEB
X4nRT
..301,
SIDD
MMPMCO N0. aB•C
IMP.n W R,a.bntow.
K GAIIDR TAV^vxFMu
AGMA LAIN( NO 1
NdIMAC CBI MITI ' INCENTER! AT
AT EAC BE CIM
]N mTIDE BAUNE EIDMB • uA *goV
MAISIM aN GEMSTONE NIVTE ON )lT.eE
mw CUT MAIN V IN WRITER AT MM or am
MrnDH a TOE ROOM OF U311AM RODE M
7DRRER IBM IMP A& )/DIE
ow NiNApV
TSWM CONSTRUCTION
DETAILS
Madero
Phase 10
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
lJAIEE, qRLA
RACrvern enR gtxfsNs(
NOB •nmCATO
DINGOIIAAT UIN TSTOfi
'AN .%_TW
LJA PROJECT ID
NT]a0-0112
MTE MU,) x(I2A
DESIDN DMz
DRAWN: D Z
Ow[V I N lT[t
BCIlE
NRfA
Hwz: NR
f
VERT: Nf5
LEFT
151
OF 151 SHEETS
h:
n
K
0
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 Insnection
• 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:
OM
Fort Worth
a
Stormwater
Management
Notes:
Notes:
Notes: