HomeMy WebLinkAboutContract 63893Date Received: 8/29/2025 Permit No.: SWFMA-25-0031
1:45 p.m. 63893
Time Received: City Secretary No.:
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 29th day of August
2025, by and between PMB Ventana Developer South LLC, a Texas limited liability
company, acting by and through K Taylor Baird, its duly authorized Manager hereinafter
referred to as "Landowner", Ventana Homeowner's Association, a Texas nonprofit
corporation, and the City of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
tract of land situated in T.F. Rogers Survey, Abstract No. 1357, and in the D.T. Finley
Survey, Abstract No. 1903, Fort Worth, Tarrant County, Texas according to the deed
recorded in Document No. D221026481, Deed Records, Tarrant County, Texas,
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Ventana Phase 813, hereinafter
called the "Plan", which is expressly made a part hereof, as approved or to be approved by
the City and the Landowner provides for management of storm water within the confines
of the Property; and;
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on -site Drainage Facilities be constructed and maintained on a portion of the Property;
and;
WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
and assigns, the location and dimensions of which is shown and more particularly
described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and;
OFFICIAL RECORD
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN CITY SECRETARY
FT. WORTH, TX
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on -site Drainage 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 Drainage Facility includes all pipes,
channels or other conveyances built to convey storm water to the facility, as
well as all structures, improvements, and vegetation provided to control the
quantity and quality of the storm water. Adequate maintenance is herein
defined as good working condition so that these facilities are performing their
design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to ensure the safe and proper functioning of the Facility. The inspection
shall cover the entire Facility, berms, outlet structure, pond areas, access roads,
etc. Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
citizen complaints. The City shall provide the Landowner, its successors and
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fail to maintain the
Facility in good working condition acceptable to the City, the City, its
authorized agents and employees, may enter upon the Facility Property and
take whatever stets necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS
A RESULT OF ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL,
AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO
OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT
WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage channel outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage channel,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100-year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, and 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.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 29th day of August
CITY OF FORT WORTH
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 08/29/2025
Approved as to Form and Legality:
Al. lie V1n Anvla-s, l/
M. Kevin Anders, 11 (Aug 27, 2025 09:10:54 CDT)
M. Kevin Anders, II
Assistant City Attorney City
Attorney's Office
Date:
08/27/2025
ATTEST: aoF FORr°o
p>o �ydd
QEoA54pa
Jannette S. Goodall
City Secretary
Date: 08/29/2025
2025.
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.
-�a
Kandice Merrick
Planning Manager
Date: 08/27/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
LANDOWNER
PMB Ventana Developer South LLC
a Texas limited liability company
By: PMB VENTANA DEVELOPER LLC
a Texas limited liability company
its Manager
By: PB Ventana Manager, LLC
a Texas limited liability company
its Manager
—ts C�--e—
By: K. Taylor Baird
Its: Manager
Date: U ! 2-07,L7
STATE OF �� %� a J §
COUNTY OF D J §
BEFORE rrME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared UV 9 a 1 V J
(name), Y Y l go (title), known to me to be the
J
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for thepurposesand consideration therein expressed, as the
act and deed of p g V VV I�i'�1/I a M a/1 ate( w' L L r1, (entity), a
LLC (entity type) and in the capacity therein
stated.
2-�
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 7
V I day
of 20_5.
BARR
MALLORIE MICHELLE
Notary Public, State of Texas
Notary Public, State of
?°a : Comm. Expires 03-01-2029
Notary ID 131025987
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
ASSOCIATION
Ventana Homeowner's Association
a Texas nonprofit corporation
r-�:lr
By: K. Tayl
Its: Director
Date: 8/22/2025
STATE OF �� §
COUNTY OF �� p� �Q�S §
BEFORE ME, the undersigned authority, a Notary Public in and for the jState of
1 uXb , on this day personally appeared 1 lU r d � rr L
(name), �► rC�C�Y (tr ), known to me to be the
person whose name is subscri6d to the foregoing instrument, and acknowledged to me
that he/she executed the samF for the purpos s and consideration therein expressed, as the
act and deed of ( w\\!S T Ida C, . (entity), a
(loOf Y j) �.E>Y� , (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this a o` R day
of V. b� , 20 3�5.
F
P�j�`.. O
,A Zs
9� -ice
!p F O F728901
�3vutz �1
Notary Public, State of
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
ASSOCIATION
Ventana Homeowner's Association
a Texas nonprofit corporation
By: E. Peter Pincoffs III
Its: Director
Date: 8/22/2025
STATE OF --e,� §
COUNTY OF b(2-t §
BEFORE ME, the undersigned authority, a Notary Public in /wand for the State of
on this day personally appeared E. Pe- e&Y-
(name), c�1 rP,C,�f bid (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purp ses and consideration therein expressed, as the
act and deed of �Q,In�p,!!� "�(1�(le�l>JV1eX� 'C SvCi' (entity), a
(entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this QD, 4
day
of V�b� , 20.
lRy
a
�OFOFS
04120-76� \\N�
1\
�JAAOA
Notary Public, State of
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8
Rev. 03/01/2022 BN
ASSOCIATION
Ventana Homeowner's Association
a Texa nonprofit corporation
y: Matt ildren
Its: Director
Date: 8/22/2025
STATE OF �'2.X0�5 §
COUNTY OF §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
--�— on this da ersonall a eared0.. 1
_—r K Y P Y pp * ,1 1� l f��
(name), -, �� � rccAv (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purpo es and consideration therein expressed, as the
act and deed of ���C�b mC.fl UJi�SC, (entity), a
(entity type) and in the capacity therein
stated.
//��
GIVEN UNDER MY HAND AND SEAL OF OFFICE this Oda- day
of D` v_- , 20 9�5 .
Notary Public, State of
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on August 29th, 2025 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
-------------
SpRxP b KATHLEEN BRADFORD
= 4 Notary bli Puc
+®+ STATE OF TEXAS
"�oFP Notary I.D. 12197197
My Comm. Exp. Apr. 12, 2027
. . . . . . . . . . . . .
Notary Public, State of Texas
[THE REMAINDER OF THIS PAGE TO REMAIN BLANK]
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.03/01/2022 BN
EXHIBIT "A"
0.513-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING A 0.513-ACRE TRACT OF LAND SITUATED IN THE T.F. ROGERS SURVEY, ABSTRACT NO. 1357, AND IN
THE D.T. FINLEY SURVEY, ABSTRACT NO. 1903, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING
A PORTION OF A TRACT OF LAND DESCRIBED TO PMB VENTANA DEVELOPER SOUTH LLC BY DEED RECORDED
IN COUNTY CLERK FILE NO. D221026481, OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS, AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT WITHIN SAID PMB VENTANA DEVELOPER SOUTH LLC TRACT, FROM WHICH A 5/8-
INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE SOUTHWEST CORNER OF LOT 18,
BLOCK 26, VENTANA PHASE 5A, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS
SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. D221277917, PLAT RECORDS, TARRANT COUNTY,
TEXAS BEARS NORTH 39°05'13" WEST, A DISTANCE OF 293.19 FEET;
THENCE OVER AND ACROSS SAID PMB VENTANA DEVELOPER SOUTH LLC TRACT, THE FOLLOWING COURSES
AND DISTANCES:
NORTH 57°34'S7" EAST, A DISTANCE OF 284.18 FEET;
NORTH 78°49'38" EAST, A DISTANCE OF 142.70 FEET;
NORTH 83°00'39" EAST, A DISTANCE OF 120.67 FEET, FROM WHICH A 5/8-INCH CAPPED IRON ROD
STAMPED "LJA SURVEYING" FOUND FOR THE WESTERNMOST NORTHWEST CORNER OF VENTANA
PHASE 6A-1, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS SHOWN BY
PLAT RECORDED IN COUNTY CLERK FILE NO. D222166626 OF SAID PLAT RECORDS BEARS
NORTH 25°32'03" WEST, A DISTANCE OF 361.53 FEET;
SOUTH 29°01'22" EAST, A DISTANCE OF 54.70 FEET;
SOUTH 60°58'38" WEST, A DISTANCE OF 21.04 FEET;
NORTH 89°35'45" WEST, A DISTANCE OF 121.19 FEET;
SOUTH 78°49'38" WEST, A DISTANCE OF 133.83 FEET;
SOUTH 60°58'38" WEST, A DISTANCE OF 277.39 FEET;
NORTH 29°01'22" WEST, A DISTANCE OF 26.32 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.513 ACRES (22,347 SQ. FEET) OF LAND.
Aaron C. n. R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7t" Street, Suite 300
Fort Worth, Texas 76107 i
817-288-1900
TBPELS Firm No. 10194382
(Revised April 3, 2025)
February 3, 2025
'fie' .G+Sr�RFo' 9
AARON C. BROWN
..%...... .....5...
S:\NTX-LAND\0002\200 SURVEY\230 Legal Descriptions\0002EX132 REV.docx
Page 1 of 2
PMB SWFW DEV CO LLC
C.C.# D224176444
O.P.R.T.C.T.
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VENTANA PHASE 5A
C.C.#D221277917 22
P.R.T.C.T.
26
18 19
N60"58'38"E 604.61'
PMB VENTANA
DEVELOPER SOUTH LLC
C.C.# D221026481
0.P.R.T.C.T.
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0 00 L4��
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0 50 100
23
24
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5/8"CIRF
"LJA SURVEYING"
0.513 ACRES
(22,347 SQ.FT.)
N78.49
N 75 ' 34' 57"E 284.189 / 142.038 „£
S60.58'38"W 277.399 S78.49 3
138"W
33.8
LEGEND
CIRF
CAPPED
IRON ROD FOUND
C.C.#
COUNTY
CLERK FILE NO.
O.P.R.T.C.T.
OFFICIAL
PUBLIC RECORDS,
TARRANT
COUNTY, TEXAS
P.R.T.C.T.
PLAT RECORDS,
TARRANT
COUNTY, TEXAS
HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY
GPS OBSERVATIONS. ALL DISTANCES SHOWN HERON ARE THE RESULT OF AN
APPLICATION OF A SURFACE ADJUSTMENT FACTOR OR 1.00012.
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SURD Y
LINE BEARING DISTANCE
L1 S29°01'22"E 54.70'
L2 S60°58'38"W 21.04'
L3 N29°01'22"W 26.32'
DATE:
02/03/2025
EXHIBIT "All
PAGE 2 DRWN BY:
K.R.B.
0.513-ACRE STORM WATER FACILITY
MAINTENANCE AGREEMENT
CHKD BY:
OF 2
A.C.B.
SITUATED IN THE T.F. ROGERS SURVEY, ABSTRACT NO.1357
PROD N0.
0002
AND IN THE D.T. FINLEY SURVEY, ABSTRACT NO.1903
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
r
J
(REVISED 04/03/2025)
LJA Surveying, Inc. ZIA
3017 West 7th Street Phone 817.288.1900
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "B"
VENTANA PHASE 8B CONSTRUCTION PLAN SHEETS:
• GRADING PLAN
• EROSION CONTROL PLAN
• OVERALL STORM DRAINAGE MAP
• DRAINAGE AREA MAPS
• STORM DRAIN PLAN & PROFILES
• SWALE PLAN & PROFILES
• STORM DRAIN DETAILS
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ro
ALL DRAINAGE TO STREET \d EO
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SQUARE CUT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAP IN SCHOOL
ROAD ELFV EDO 1B
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD ELEV SEE-
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
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DATE REVISION BY
GRADING PLAN
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ULTIMATE
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PHASE 8g
'DSED
CITY OF FORT WORTH
O
EOF THE
TARRANT COUNTY, TEXAS
I
TECHNICAL
BY
L.M BginMrilly, Yle. "A
6060 NORM1 Central Ex 1.1y Phone 4696210710
S-400
I D.III Terns T6206 FRN-F-1386
FEMA 100
AR IS
WA PROJECT Ip
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DATE. MARCH 2O25
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DESIGN. LOCKLEM
WCTUt'
spECM E
SPECTION IS
$
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RUNOFF'
SCALE
HORS. 1" — 40'
Cm HAS
SAL E:H VERT' N/A
SHEET
MR o3n 7:Dzs 45
NOT care coxsxLcmx of 113 SHEETS
y7 5'J ry'� `5' \ \ SEE PRNATE SWALE 1 PUN /
RT AIALCPOIITIORS bF- PROPOSED RETAINING WALLS P.- SHEET ]S FOR_ -
INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT FNOSEADVEDOR S�'CTION
EXTEND INTO THE RIGHT-OF-WAY FRO REES ARE
2. THE MAINTENANCE OF RETAINING WALLS SHALL BE THE WITHIN
THESWIF A NDARYJ E N
RESPONSIBILII OF THE PROPERTY OWNER ON WHICH \ _ _ 3 �� 1\ �- g
THE RETAINING WALL IS LOCATED STORM WATER FACILITY �Oab S S FP= ¢ \ g O
3 RETAINING WALLS GREATER THAN 15' IN HEIGHT REQUIRE MAINTENANCE fy Ay
SEPARATE BUILDING PERMITS RETAINING WALLS GREATER GREEMENi 6 ,!\ 858.1 \ O
THAN I IN HEIGHT REQUIRE PLANS SIGNED AND \ �6 h' (1YPE y $ / •� ��p_ ^ iii
SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL \ s -' 0� \ I \ y H' III g '% .0
OR GEOTECHNICAL ENGINEER.6�• [r
4. ALL STRUCTURAL DESIGN TO BE DONE BY OTHERS ,a ry� Ss\ �\ 85 E 4 6 \_ + E l U y I \� \ � �+" y h 1 Z
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(85E A) DRAINAGE TO REAR LOT LINE SQUARE CUT ON WEST END OF AN INLET,
�IDE OF
ROLLING DR VE,
FIRSTH IN LET WEST OFHILLS CHAP SCHOOL
LEGEND ROAD ELFV ROD 16
\\ F = \ \ s s y\ y \ 26 FP= \ (ttPE A
14 0 \ ss s 1 p9 � y"` <ya� \\\ 856.8 \\\ 713 SPOT ELEVATION "X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
J1.3 EXISTING SPOT ELEVATON
} A\ p aG 6 \ \ \ \ �01 Ay5 SOUTH SIDE OF LOLA ROAD
FP FINISHED PAD ELEVATION APPROXIMATELY 300 FEET WEST OF THE
INTER TOP OF CURB ROADSECTION OF LOLA ROAN 8J8.36 K
F _ O EP EDGE OF PAVEMENT
THE IN SODTOPOFRCURBCUT
ON AT THE LOCATED ON BACK
OF
EG EXISTING GROUND
FLOW ARROW SOUTH SIDE OF PRADERA ROAD AT THE
\ �`ts S . g\i• \\ 23 - \ ,�yy^ Y� SOUTHWEST CORNER OF THE
EXISTING STORM DRAIN SYSTEM INTERSECTION OF PRADERA ROAD AND
a EB EXPOSED BEAM
Y MORADO ROAD. ELEV 874.34
FI VG VALLEY GUTTER 1
845.7 �\ F \ ty0 ?41� �y� / 3 ' 84 T1.0 PROPOSED GROUND 0 TOP OF WALL
(ttPE C)� \ \ p -ir, s \ yry . $ a
B10 PROPOSED GROUND ® BOTTOM OF WALL
Et 0 PROPOSED GROUND ® END OF WALL
e V9 #gam 843.7
(1VPE A) � \ SE PROPOSED STORM GRAN SYSTEM
\9
B PROPOSED RETAINING WALL I
hBffk PROPOSED SWALE
DATE REVISION By
LIMITS OF GRADING
V v�v 83 vv v vv `b vV �ry c 1"� v 8402 v v 1 0 .y GRADING PLAN
VA\ c^B ��'p 13N 30} ��\�•� VA\ $PE A \V A\ 1 b a Z�gA F, a9ry a q a
\ (aYPE (^� w \ \\ \ Z'S6G \\ FP \ 2�C �� \ 9' q \G� 1.. TYPICAL PAD SIZES ARE 30'.75', 40'X75', 50'X75' OR 60'X80'UNLESISE YL�R�Y� lA �T A
FINISH 6FLOOR R EILLEVATION (FONED F) IS ASSUMED TO BE 080' ABOVE v lily L`�196`�
FINISHED PAD (FP) irri.Az)li 613
3 FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE
100 YEAR FLOODPLAIN ELEVATION
4 FINISHED PAD MUST BE 03' ABOVE THE HIGHEST POINT ON
TYPE 'A' LOTS
Jn 6 A MAXIMUM DRIVEWAY SLOPE OF 12%
try a O_S BB FP= \\ 1dG� \\ ry a0 ,6a1 9S SS / 6 MAXIMUM GRADE BEAM EXPOSURE SHALL BE 18' EXPOSED CITY OF FORT wORTR
BEAM MEASURED FROM FINISHED FLOOR
is .
O \ 7. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1.0'. TARRANT COUNTY, TEXAS
B. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE
LOT UNLESS OTHERWISE SHOWN
a• 82 ] t E3\• c\6 fi °d 9 ALL WORN SHALL BE PERFORMED ACCORDING TO GEDTECHNICAL l.lA�iTNNwiT�YTe. ��
REPORT W231090 DATED' JUNE 16, 2023 PERFORMED BY
1 FP ( EA Fo O, erygq qN ; S t(/, /5 \ ALPHA TESTING. 6060 NorIM1 Central Ercp—q Phone 469621 D710
10. REFERENCE GRADING DETAILS SHEET 101. S-400
E.ryOryq / �4� ' / ttP4' ) B.III Teres T5206 FRN-F-1386
t D LJA PROJECT ID
A .9 ry ry 14 CONTRACTOR SHALL NOT GRADE OR DISTURB THE EFFECTIVE FEMA 100 qWu�%J�• NT84D-0002
IT,O YEAR FLOODPLAIN UNTIL THE FLODOPLMN DEVELOPMENT PERMIT I$ ®®
' 1 4y0?�W�% v\.• APPROVED BY THE CITY OF FORT WORTH. E DATE. MARCH 2O25
t' DESIGN. LO t—
ry ' EARLY GRADING NOTES- %4P\+ IN ?i
\ p _._. ...._. DRAWN MARTATT
1 G \ 6 w \1 THIS PERMIT IS FOR REA—EQUIRES
GRADING ONLY NO WORTH
INSPECD E
vy v E0 CONSTRUCTION THAT REQUIRES Cltt OF FORT WORTH INSPECTION IS SCALE
ww N AUTHORIZED BY THIS PERMIT. HORZ. 1" 40'
2. AVOID ANY AREAS THAT ALTER DRAINAGE PATTERNS.
3 AVOID ANY AREAS THAT ALTER THE CURRENT SPREAD OF RUNOFF AfSSt VERT' N/A
\ \ (AVOID CDNCENTRADON OF FLOW) SHEEP
'Y MAP F 4 GRADING WILL BE AT THE DEVELOPERS RISK UNTIL THE CITY WAS
ED LA
\ \ 4 F•e/ \\ APPROVED CONSTRUCTION PLAINS o3/1R/2— ^ G
O .\ \ E . '\ , \ d?`h NOT Tat 1 1RIll 0F 113 SHEETS
NOTES:
MATCHLINE THIS SHEET _ 1. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND EQUIPMENT UYDOWN AREA.
2 PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL.
\ \ STATE AND OPERATOR
REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (AT T COMPLETION
CD
V 3. PRIMARY OPERATOR SHALL IMMEDIATELY HYOROMULCH ALL DISTURBED AREAS AT THE COMPLETION OF ALL GRADING ACTIVITIES WITHIN THE 100 O
^\ YEAR F AREA
TO I B O
4. TOTAL AREA TO A, DISTURBED 15 APPROXIMATELY 67.30 ACRES ON 182 RESIDENTIAL LOTS FOR PHASE 88 AND 95 RESIDENTIAL LOTS FOR O
FUTURE PHASE O AT STREETS AND SWALES. r] 5. IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE, THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION O
CONTROL SHALL PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DAILY BASIS. EARTH MATERIAL IS NOT PERMITTED TO ACCUMULATE ON 00
00
ANY PUBLIC STREET.
6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER. z
1 7 ALL DISTURBED AREAS TO BE SEEDED PER CITY OF FORT WORTH SPECIFICATIONS AND MMNTAINED UNTIL FULLY ESTABLISHED.
\
\ ✓ III lu O 13 8 SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED PER CITY OF FORT WORTH EROSION REGULATIONS.
9. RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION, AND MAINTENANCE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO O
�\'� fto DU CE ; - APPROPRIATE PERSON(S) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBANCE ACTNITY. m
\ V APPROVED FOR 10. EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PUCE.
\ CONSTRUCTION 11. TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPUED TO ALL DENUDED AREAS WHEN FINAL GRADE IS RUCHED ON ANY PORTION
_ VENTANA PHASE OF SITE. TEMPORARY S0L STABILIZATION MUST BE APPLIED TO DISTURBED AREAS LEFT DORMANT FOR EXCESSIVE PERIOD. 0 SO 100 200 O
1r 6A-2 12. IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS, ADDITIONAL MEASURES OR CHANGES IN
TMP[cK \ 1 p 1 N 12 THE ORIGINAL PLAN MAY BE REQUIRED BY THE CITY OF FORT WORTH. —�
11 1 I1 13 ALL EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEVICE WHICH IS
00
\ OAn�U( ) \, 1 f - DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY. CITY PROJECT NO. 150702 O]
\ FUTURE VENTANA IJ\ h f" i 14. SANITARY FACILITIES SHALL BE PROVIDED IN THE SRE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER. TRASH AND DEBRIS Fl0: 30114-0200431-105]02-EO]685
PHASE 8�— 0 j T\ � �L SHALL STORED IN COVERED BINS OR ENCLOSURES. X-28290
\ • i,Lb 18. CONSTRUCTION ENTRANCES/EXITS SHOULD BE LIMNER AND PROTECTION PROVIDED TO PREVENT TRACKING R SOIL INTO CITY STREETS. MW-ROXXAPSCO LI
\�m n 0• q\ 16. REMOVE SILT OR SEDIMENT FROM CITY STREETS. CURBS. BUTTERS, FLUMES, HANDICAP ACCESS RAMPS. CURB INLETS. STORM DRAINS AND MAPSCO N0. BBW (n
\� • ��� \\79/ m \ \ \ 12111 ANY OTHER PUBLIC DRAINAGE FACILITY DAILY OR AS ACCUMULATION OCCURS. . _
V\ 17. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT a
EROSION CONTROL DEVICES, AND CHANGED MADE IF NECESSARY. ijll
18. OIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DAILY IF FEASIBLE, OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSffED. Vfi
DISCHARGED AND DISPLACED SEDIMENTS MUST BE REMOVED IMMEDIATELY. _ a
19. USING WASH WATER TO WASH SEDIMENTS FROM STREETS IS PROHIBITED.
\\ ✓ �� aAs J3�` L ��� /\ ^_20 REFERENCE SHEET 6 & 48 FOR ADDITIONAL EROSION & SEDIMENT CONTROL NOTES. `R� K II t.b010)v
/ C ille�:r.� .. ......I N.
N--�.REFERENCE DRAINAGE STUDY FDS-24-0023 /�Z
CONSTRUCTION E iRANC- _ - W
® _ -���t _
920, b S Y L TEN STORM WATER FACILITY' \ I BENCHMARKS >
WASHOUT PT ANDS L MMNTENAIJCE j• 2
INLET PROTECT ON I f jam/ WASTE MATER&�'
AGREEMENT 1 SQUARE "UT ON WEST END OF AN INLET,
STORAGE TO
��,( �Ir % SOUTH SIDE OF ROLLING HILLS DRIVE,
COORDINATED I,• FIRST INLET WEST OF CHAPIN SCHOOL
ONTRACTOR ROAD EIEv 80D.16
jil Q "X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
ORCHARD WAY 030ds \ SOUTH SIDE OF 00 ROAD
\ aocK CHECK 3 \ 6 APPROXIMATELY 300 FEET WEST OF THE
---_
a2s — (TIP) \ �\ 0� INTERSECTION OF LOLA ROAD & BANK
,� MATCHLINE THIS SHEET ROAD. ELEV 878.36
\ NMITS OF WTD 2t � + � IIII� I ] I 6 �\� 15 ]
DISTURBANCE 16 , 6, 18 9 BVErvT THE
�` - EROSION CONTROL GENERAL NOTE: N AT THE F
\ 11L#f/.JII 9ROAD
".
-/ �- +s •<e�5 8 �Sla - v nPPRov[o FOR T "X" IN SQUARE CUT ON AT THE BACK
cwi 2a - 3
UCTIO EROSION
SOUTH SIDE OF
/ cQ—l0 w STARPOINT ROA�� Z • 9� P�
TR A BORROW DITCHESLAT MEASURES
RISK CHANNELS, OINTG� A ORO I NOTERSECTION OFNER OF TH ROAD AND
c, p o �� 5..•. 25 2 14 t9 NA3P CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE MORADO ROAD. ELEV 874.34
ro • - 6�0 '3 ° 1s i CAUSED BY THE MEASURES INCLUDING FLOODING DAMAGE.
/� SE 6B
j\\ l WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE AT THE
CONCLUSION OF ANY PROJECT, ALL CHANNELS,
EROSION CONTROL 3 16 16 1J E10 LJIL 6 �9 2i DRNNAGEWAYS AND BORROW DITCHES IN THE WORK ZONE
BLANKET PER NCTCOC I I ] 'Pc
GE ERATED
202.15 (TIP)
IE ® I 18 OP 22 ¢ PROJECBEORREDGED DEPOSITED ASSHALL OFYA REISULT MENT OF EROSION BY THE
SILT FENCE (TYP)�1 - 7 — 6D5 3 I \ 19 09O p3 f /\ 5 CONTROL MEASURES.
6 6 4 20
—� I 6 14 3 12 11 0 00 • • 30 OP2�1 22 1 ROCK CHHECK DAM " I DATE REVISION BY
CURLS% 1 _ �1• 16 - ••�• G�GpBEL STREET—�
6 51 EROSION CONTROL
—ROCK CHECK DAM 60 15 24 •�•(� ]95 23 24 2S 26ROCCHECK I] / Q J ----_ r((/� PLAN
l I 4 +s I DAM (rrP) • zs � ff
12
1 3 1 LIMITS DISTURBAN CE VENTANA
i i TYP)
W 1 1 g 6 15 PHASE 8B
12
1yL-
i \ I 1J_J I 14
vv� 1 eRYAN CREEK Rono_TE5 •..� /✓�% LEGEND--------
— +9 CITY OF FORT WORTS
1 � • 20 ��� / SILT FENCE
24 TARRANT COUNTY, TEXAS
CURLEx ♦••••••••••••-
g ] —
E
S6 l8 1 � I O � / / ROCK RICRAC L�
(s �e 1 Tg0 h O \ , / / 6060 Cana xpressway Ron /�6210]10
E Is O INLET PROTECTION
34 ] / �. 6u 1a d00
Gallas Texas 15206 FRNF1988
ULTIMATE 100 YR \ 1 32 33 _1 / SURFACE ROW ARROW —a W PROJECT to
FLOODPUN� 30 31 ! L E IR 'I obti"G ! ./,-.�.n ax rF HTBdO-0002
�Y 1 ULTIMATE 100 VR \ �UMITS ;F DISTURBANCE (TIP) '��/ ; 44 9 • PLgGE�� / FLCOD LAN EASEMENT O EROSION CONTROL BLANKET ""�
FLOODPWN EASEMENT ) H• GULLY _ / DATE: MARCH 2025
c NOTE THE HOURS PRIORSTO EXCONTAC THETHSLUDWIINNG AT LEAST e A
100- ROCK CHECK DAM �j%�,\� DESIGN: UICIOFM
1—
.•+•--•-•=•=—•--•A DRAWN: KNIIw.wcsr
I ��```` I 3E 776 / /- F OOOPWN EASE ENi PROPOSED CONTOURS
FORT WORTH WATER DEPARTMENT 1-817-871-8296 �� 40 39 1 _ �// / = / ,. a SCALE
=
ATMOS GAS 1 866-332-866] / 2%�/ YY E%ISLING CONTOURS '8 SCE Eo HORZ: 1' = 100'
UU ELECTRIC DELIVERY 1 800-242-9113 LIMITS OF DISTURBANCE ("'P)J ``TT` �i /� Ip,A f�M�=W� VERZ N/A
EXISTING +00 YR FEW
CH ER COMMUNICATIONS 1 817-509-6272 II ZONE A
FLOODPLAIN PER >� CONSTRUCTION ENTRANCE/EXIT ® INSET
El FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-E17-392-81I0 I^\ I �.i PANEL 48439CO270K n / 03/ 2/2025 ,I
P� FOR OTHER FACILRIES WWW. TE%A5811.ORG OR 1-800-545-6005 ) I 1 1 / 11. AREA OF DISTURBANCE T
E8 111 xo1 sm caxsmlcmx OF 113 SHEETS
LEGEND \1 C \ \ j /
FUTURE PRIVATE SWALE 1 1 / EXISTING 5A1 4'X4' DROP INLET
\6 `\ INLET 3A1 PHASE BOUNDARY \ VENTANA PHASE 6A-1
�\ \ CPN 103631 N
\\ — — — — -- — — — EASEMENT STORM WATER FACIUTY \ O
FUTURE MAINT \ \ / \ O
AGREEMENT
FUTURE VENTANA INLET 3A2 FUTURE L PROPOSED STORM DRAIN SYSTEM AGREEMENTEMENT O
WEST INLET 3A5 N I
(BY SEPARATE E%ISTINC STORM DRAIN SYSTEM / EXISTING VENTANA O
PLAN SE .\ A INLET NAME \ 1 1 \\\ \ / / CHEN ASEO6A 3� 00
\ \ i 00
FUTURE \ 11 I \ \ \ \ \ \ / Z
INLET 3A3 \\ FUTURE INLET 582 I I \ /
\\ \ \\ FUTURE \ 1 1 — I /
\ 3A \ .INLET 381 1"— `--- (\ VENTANA PHASE 6A—DROP INLET O
FUTURE \ \ ✓ CPN 103631 Z
INLET 3A4 ' /38 �1 _ —1'� \ \ Y 0 50� 200 m
\/ \\ �� FUTURE INLET 5B7 I \\
PROPOSED 3I \ \ \ FUTURE Gj� \, \
4•X4' DROP INLET \ \ INLET 3B2 \ ) \cJ CITY PROJECT MO. IM702 DO
SHEET 71' \ `, i'FUTURE VENTANA 1 _ \ EXISTING SC7 4X4 DROP INLET
\ \i' // I r \ R0: 30114-0200431-105702—E07E85
\ \ i' PHASE 8A i/�! \ T \ %—XXXX
SHEET 74 .'\ \ PROPOSED 4A `\\ —IT I 1 \ \ VENTANA PHASE 6A-7 w-2829
\ \ (BY SEPARATE G I 1 1 \ LJ
\ 4'X4' DROP INLET " \ '� I \ CPN 103631 M4P5C0 Na. 66W !n
PROPOSED 38 \\ \\ \\/ ' \ PLAN SIT) IFUTURE INLET SC1 \\ \ \ \
4'X4• DROP INLET /
EXISTING 5D1 4�X4' DROP INLETO-
4A / \\ ,\ I 1 I 1 I1 I \ )' r \ VENTANA PHASE 6A Q
/T\ <\ i FUTURE INLET 4A7 CPN 103631 — \\ \\\\ \ Knuw wN.�T^below. Q
FUTURE INLET 4A21 I 1 L—J—FUTURE INLET 5D1_ \ / _r \ \ \� CoIIH��N���:youalg. ~
�Ts\ FUTURE INLET 4B1 � J—_1 _ \ FUTURE INLET SC2 \ \ \ '� Z
I \ FUTURE INLET 4132^, —TFUTURE INLET 5D2
\ SHEET 74
SQUARE "UT ON WEST END OF AN INLET,
II II II II 11 SHEEP 73 E/ / I 1 \y ^\ \\ \\ SOUTH SIDE OF ROLLING HILLS DRNE,
I 1 I I 1 ��� /\ Lr— — I \ \\ FIRST INLET WEST OF CHAPIN SCHOO I L
I 1 J 1 IL \ 1 I I \ P�G ROAD. ELE1 IJ y__�— E \ CI' "X" IN SQUARE CUT ON AT THE
HEE BACK OF
�c I
LL \�__—,--THE TOP OF CURB LOCATED ON THE
L
ORCHAft i \ SOUTH SIDE OF LOLA ROAD
19 APPROXIMATELY 300 FEET WEST OF THE
/ \ INTERS
XISTING VENTANA ECTION OF LOLA ROAD & BANK
PHASE 6B
_ EROAD. EUN 878.36
D SHEET 67 A / \ CPN 103677 "X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
/ — S
HOUTH SIDE OF PRADERA ROAD AT THE
,. IAt 18t A
SOUTHWEST CORNER OF THE
STARPOINT ROAD o 16 cy INTERSECTION PRADERA ROAD AND
B � p9Pp\\ X\ MORADO ROAD.. ELEV 874.34
/ vEE
SHEET
O
I' 68
\ tio92 \\ p90 13 \ % EXISTING 506 24" RCP
I8 \ AC DEN T103677PHASE 6B
SHEET 66 —
G EXISTING SDS E RCP H
E E � VENTANA PHASE,6B
— — C_ S \CPN 103677 H DATE REVISION BY
SHEET 70 I A
p 16 �
cEL STREET OVERALL STORM DRAIN
02 A AscAeSHEET 67 1J A\ E J`p SpG `/'sD6� — PLAN
A SHEET 67
F Y F I I I SHEET 69 O / SHEET 66- VENTANA
Y A1VA
8 _ B ]PHASE 8B
17 — _ = aB 15
A /
— — — — S07 /
CREEK RonD ;� CITY OF FORT WORTH
/ B e — BRVAN _ A_ / .'� TARRANT COUNTY, TEXAS
\ 3G -- / ULTIMATE 100—YR
ULTIMATE ILO—YR SHEET 72 //i'/FLOODPLAIN
FLOODPLAIN EASEMENT
EXISTING 100—YR FEMA l / — Y1o. MA
Zone A FLOODPLAIN PER Y�\\� /'/ bolo orm Den pressway Roe-621.0710
\ PANEL 48439CO270K5uile 1
66
Dallas, Taxas 752N FRN-F-IW
PROJECT 10
N16a-0002
o$ �/� SHEET 73 /'�� �r DATE: MARCH zozs
DESIGN
I II I / sr W¢ SCALE
HORZ: 1' 100'
VERT: N/A
O I SHEE
c= 1111 I 15 I'/�� oa/•s7eozs 49
Si I 1 I — — Hn Fpx pJxST�.l51px OF 113 SHEETS
NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA.
FORT WORTH WATER DEPARTMENT 1-811-392-44]7
ATMOB GAS 1-866-988-92617
ONCOR ELECTRIC 1-517-355-7026
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100
FOR OTHER FACILITIES 1-B00-DIG-TEGS
EXISTING ,00-YR FEMA
Zone A FLOOZ PER
PANEL 484%N)0270K
AND ACREB
1 W1 1126
I W2 02
TI 063 0.2119
E%1�f90IOOb
E
E%3 1242
EXI 1325
I EXS O11
I E)m 2J3
El I"
2.1
E1®
.10
EXtt 4.
I mFFF GA
>D 516
030 Op9
fifl
� 6] 2
OB] B.II
Ofi] 086
06] 045
0.30 010
OB] O06
Oe]
a4 Oe�i
0
O6] 3."
1 11 01
50 332 112
13J2 02
11.o '30
50 J90
1 ^iT4.
150 3.32 216
,5.0 332 '1
150 332 ,5
100 3. 23
50 382 32
50 51
50 3J2 6.1
50 ) 24
150 JJ2 10J
1 Q5 111 111
486 252 ee 4130
486 04 1080
.1... SO
].
t 6B5B 1.9B 10255
4. 40.1 1B6
4 66 432 196
488 22 ].06 3.SB
406 34 ].B6 350
406 6 ].09 100
4 196 9.5
A 9 ]:IT
4. I5.1 ].56 24.80
E%12 2.I3
EX 4,12
E%
1 FJlS 18
1 EX16 &49
06] 183
030 I"
9 0. �]W
O30 ].95
I60 332 6.1
160 332 4.1
454
160 332 2H.4
150 332 S.4
411 69 ].93 14.59
466 60 1.59 9.66
OB.11(
96 :168 1: �8338
4.06 306 196 69.30
NOTES.
1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND
UTILITIES SHOWN THE DRAWINGS WERE OBTAINED
FROM AVAILABLE RECORDS RECORDS AND ARE IMATE
NEITHER THE OWNER, DEVELOPER NORR ENGINEER
ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO
N
CONTRACTOR
CONSTRUCTION. THE CONTRACTOR SHALL BE RESUMED
TO TAKE ANY PRECAUTIONARY ME45URE5 TO PROTECT
ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND
UTILITIES NOT OF RECORD OR NOT SHOWN ON RiE
PLANS
(U■,
2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION
3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES.
0 200 400
i
4. SEE APPROVED DRAINAGE STUDY FDS-24-0023 FOR
COMPLETE DOWNSTREAM ASSESSMENT
CITY PROJECT NO 111102
FID. 30114-020D431-105702-EO7685
LEGEND
X-28290
W-xxxx
DRAINAGE DIVIDE
PROPOSED STORM DRAIN SYSTEM
MAPSCD NO 06W
EXISTING STORM DRAIN SYSTEM
DRAINAGE AREA DESIGNATION
b¢IOW.
p�n
CAbRflm0�YOI141g.
DRAINAGE AREA ACREAGE
SURFACE FLOW ARROW
BENCHMARKS -
SQUARE CUT ON WEST END OF AN INLET,
DESIGN POINT
SOUTH SIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAPIN SCHOOL
ROAD ELEV BOO 16
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD ELEV 678.36
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
L
I
I
I
I
I
I
1 I
I
DATE REVISION I BY
EXISTING DRAINAGE
AREA MAP
CESCRP1pN s�I�e POM
E6fhr a �(�1��]1 lMsD6 ros
Exl n� v
ta� 6A�, DP3
Exis 2
OP4
E�lI`a G9�di�1s' DB3
ExL re BS I 0P4
Exi re685 S OP4
Exi re B 61wm 9i \am BP9
L41cn Bzwh G�k U�Y'2
-R Branch Ocek 0PJ
VENTANA
PHASE 8B
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LJA
fi060 NMh Cen0al xpressway
S Ne 400
Phone 4696210710
pa4a, Tfixw 75206
BIN -F-1366
LJA PROJECT 10
NT840-0002
DATE. MARCH 2025
tFtc a' r k'
DESIGN. LOCKLFAR
;R
C,rtOx w Ynu
Sf�x04u1
DRAWN XXXXX
Eo
Eed's
H.ALE
RZ. 1= 20WITVE
VERT' N/A
SHEET
pJn2/2p25
50
OF 113 SHEETS
N
O
O
O
I
O
Z
DE
O
ED
Do
Q
_
d
Q
Z
Q
W
I
INN,,
N
0 200 400
i
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 1-817-392-4477
ATMOS GAS 1-866-988-9267
ONCOR ELECTRIC 1-817-155-7026
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-61792-8100
FOR OTHER FACILITIES 1-800-D-3IG-TEES
DESIGN CRITERIA
1 RATIONAL METHOD OF DESIGN
2 DESIGN FREQUENCY
(A) CLOSED SYSTEM - 5 YEAR
(B) CLOSED SYSTEM - 100 YEAR
(C) OPEN CHANNEL - 100 YEAR
n = 0 013 FOR REINFORCED CONCRETE PIPE
n = 0Q 5 FOR REINFORCED CONCRETE BOX
= 0.019 FOR STREET / GUTTERS
RAINFALL INTENSITY FROM CITY OF
FOR WORTH STORM DRAIN MANUAL
RUNOFF COEFFICIENTS
RESIDENTIAL "A-5'....,.. C=0.67 1-7.93
EXISTING CONDITIONS.... C=0.30
.RSFip
ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED
TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT
ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND
2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION
3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES.
4 SEE APPROVED DRAINAGE STUDY SWM-2020-0120
FOR COMPLETE DOWNSTREAM ASSESSMENT
D RAINA�B ARV CAL )}ILAUNS
CA Oi N
W I t 392
IT.. II115.0 322 03 4.W
3a 1150 1. 12 4Ba
1.N I ,50 3.32 44 4'
50 3.33 5a
33 I 15.044 4..
0.82 154 0 3.32 30
0,51 ,50 332 +8 .
.
E. 115332 2.a9 .4
E. 1 15D 0 2.4 22 4'
OM 1 150 332 4.
0. 1 150 1 [5 4.
ON 1 150 3.32 49 4Ba
UJ2 1 15.0 3,3. 1.1 4.
097 1 , 32 1.
Ba I TlooOO 26 5.r4
ON 1 10.0 406 +3 5.r4
- 1 10.0 406 3.r IN
ON 1 150 O.Oa 11 ;r1
083 150 3.32 29 B5
103 IOD 3.32 34 4.Ba
O.BI 130 3.32 z.t 4Ba
3.32
oW, 9.32 23 4B0
099 1 150 3.32 30 4.6a
,00 ,50 332 33 4.Da
029 I5.0 332 10 4.
O4M1 14
,00 4.1 28 5."
0. 1 150 3R 2.1 4.96
O80 1s0 392 2.0 41
0.48 150 3R +5 4.
033 1 150 11 06 4B6
0Ba i 150 332 29 4Ba
U.65 150 3.33 211 4Ba
099 15.0 3.3z ,.9 BB
.D 15.0 332 3 4.Ba
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DRAINAGE AREA DESIGNATION
DRAINAGE AREA ACREAGE
SURFACE FLOW ARROW
DPX
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CRY PROJECT NO. 150702
FID. 30114-020D431-105702-E07685
X-28290
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NOTES.
1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND
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CITY PROJECT NO. 150702 ED
FROM AVAILABLE RECORDS AND ARE APPROXIMATE
FID. 30114-020D431-105702-E07685 Dj
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NEITHER THE OWNER, DEVELOPER NOR ENGINEER
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X-28290
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MAPECO NO 86W (n
ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND
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NOTE THE CONT
FORT WORTH WATER DEPARTMENT 1-817-392-4477
ATMOS GAS 1-866-988-9267
ONCOR ELECTRIC 1-817-355-7026
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-617-392-1100
FOR OTHER FACILITIES 1-800-DIG-TESS
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DRAINAGE DI DE N
O
(B) CLOSED SYSTEM - 100 YEAR
L
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DPX
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CITY PROJECT NO. IM702 co
i/
NEITHER THE OWNER, DEVELOPER NOR ENGINEER
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FIG: 30114-0200431-105702-E07635 00
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% 28290
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BENCHMARKS:
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�p§
RO NOTE THE CONTRACTOR SIULL CONTACT THE FOLLOWING AT LEAST
s° 48 HOURS PRIOR TO EXCAVATING IN THIS AREA.
=i FORT WORTH WATER DEPARTMENT 1-81]-392-44]]
ATMOS GAS 1-866-S.-9267
ONCOR ELECTRIC 1-817-355-7026
_ FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100
FOR OTHER FACILITIES 1-800-DIG-TESS
88
5M1
SA2
00
`0.21
1
5M2
0.06
m
SAT
_ 1`
1 DRAINAGE I
`a
ENTT EASEENT
w
;cam
/
_.ass,
5A
e35
- 1
�I �� �r/■ Tlm M �%i
SHEET
10
IN t'
DESIGN CRITERIA ----_ LEGEND
1. RATIONAL METHOD OF DESIGN. DRAINAGE DMDE N
2. DESIGN FREQUENCY (D
A� (A) CLOSED SYSTEM - 5 YEAR L PROPOSED STORM DRAIN SYSTEM Q
`Y (B) CLOSED SYSTEM - 100 YEAR EXISTING STORM DRAIN SYSTEM
/ OPEN CHANNEL - 100 YEAR O
(C FOR REINFORCED CONCRETE PIPE A-1 DRAINAGE AREA OESIGNATGN
0
= 0.015 FOR REINFORCED CONCRETE BOX A-1 DRAINAGE AREA ACREAGE 00
1
I n = 0.019 FOR STREET / GUTTERS RAINFALL INTENSITY FROM CRY OF SURFACE FLOW ARROW Z
FORT WORTH STORM DRAIN MANUAL
RUNOFF COEFFICIENTS Q PROPOSED INLET ID
0 40 80 tR0 RESIDENTIAL -A-S'.....- C-0.67 I,.=7.98
-- I EXISTING CONDITIONS.._ C=0.30 Q FUTURE INLET ID m
❑ O
1
NOTESOESIGN POINT
: I
1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND
JTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED CITY PROJECT NO. IM702 co -ROM AMI.ABlE RECORDS AND ARE APPROXIMATE. FIO: 30114-0200431-105702-E0]685 00
NEITHER THE OWNER. DEVELOPER NOR ENGINEER X-28290
I 455UMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO W-XXXX LyJ
CONSTRUCTION. THE CONTRACTOR SHALL BE RECUIRED MAPSCO N0. 86W (n
TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT
ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND =
JTIUTIES NOT OF RECORD OR NOT SHOWN ON THE d
LANS.
2. "ONTRACT0 SHALL VERIFY HORIZONTAL AND VERTICAL F Z
-OCATIONS OF ALL EXISTING UTIUTIES PRIOR TO N ,I+UCIOW Q
„ONSTRUCTION. H
1 C.II, N��'1�„UN. Z
3. MMEDIATELY NOTIFY THE ENGINEER OF ANY
01SCREPANCIES. BENCHMARKS.
4, SEE APPROVED DRAINAGE STUDY SWM-2020-0120 SQUARE CUT ON WEST END OF AN INLET,
DR COMPLETE DOWNSTREAM ASSESSMENT. SOUTH SIDE OF ROLLING HILLS DRIVE,
TIIAalE cOl�jTjO4pRAI■-LOE/s/EA WULATIONA FIRST INLET WEST OF CHAPIN SCHOOL
u L11MUU ROAD. ELEV 800.16
a� AREA RuwFF DESK'++ WE
-X" IN SQUARE CUT ON AT THE BACK OF
a ACPES CA Tc n O1 6 os n00 0106 CEaCARTKNI DEaDEBKiN 1GN
NO OOEFF P0"'I POINT PDNT THE TOP OF CURB LOCATED ON THE
A RJNOFP ARESOUTH SIDE OF LOLA ROAD
IAI 1.1 �n lig 3,� di 11 I� 11 V. p�yg/� T3 IINERSECTIONL OF OLOLA ROAD & ROXIMATEY 30 FEET WESTOBANKHE
99 7) (ne�7jIt 'I {I(/� fM i7 �_YR 7MY �l lYl IEl 70 10.E ROAD. ELEV 878.36
E I N0 pSl� �9�6 IlUj A6� IRP�ll 18r'2 LreP1; DICDn if l! "X" IN SQUARE CUT ON AT THE BACK OF
VFHASEA 111111::. I. @ jjl5o '. 1. 1 ! U / 01 W 101 ID. a� THE TOP OF CURB LOCATED ON THE
��11pp p SOUTH SIDE OF PRADERA ROAD AT THE
�A 2 IA T �)' I7LQ p@E� (T� J�AAy, �) r�J1 i SOUTHWEST CORNER OF THE
INTERSECTION PRADERA ROAD AND
MORADO ROAD.. ELEV 874.34
11
°PJ (��I
11.0 l }S� GATE REVISION BY
I` L,�� pYy a 1 �p Al ULTIMATE DRAINAGE
,,� Y9e ��1 eYF �I JAI., :F � AREA MAP
3F1 OW p 2.1 488
44 B �P/ M '� f4 A" I [lij jG �' 'rli� VENTANA
PHASE 8B
N NLE Ipl, zn9 qT 7 6
I'a 17✓I p.1 6 s CITY OF FORT WORTH
-IICI � igqr�Aayyucr )j)JJJ'��j /1 is t 2
TARRANT COUNTY, TEXAS
4 f E1 U� OW1� bwALA
Ir� IFifl oEl U�( 1 2.t iee 1 r:IaI �1 .1fS BOM�� Cen sPlsssWaY Plne /W.62 3,
I �i1 (U(jil6 'iI'J j�Yv(j (y7 T(p�� '/Jf�Jy p IIW "I.1µ Ip a4153.6
9,/ 1'll } �.12 �5 4,U Isa 6.6! 2EJ)J�-1T lvl;i uj1 3 e2' Dallas. Teses 76206 FRN-F-18B6
pg7 1 J y 6g 7 g9 qry 1p {rY �10E Ip �[51.9 175{/T5 LJA PROJECT 10
��B -.- JJi I(yJ JJ dA6 7 5H y!B f EA� r ly 11 tYla yoaF , w MARCH202s
E6�7Yp1, 1f�'(/{jil g7 �j �77 a7 4 �99 I'pSi �" IIIA W 'j(g DESIGN: LOIXLFJR
'EE LW oil I. 1, 11 f!! �! a s.e /5! j�g7. lEJc 7�l Os7s saz UUPt �i3 11A Fv ORAWN: naREs
iAt 20D 067 iTI 15U '('(� 4 466 6.5 98 iUWI I.LT TA1 .1 .3 23T5 R1a1e3g Y� SCALE
j.3 29 71 719fi ��T] 466 7 �0 o IORZ: 1-=w
1 1U .� . 9 47 1 `"ss ��W VERT: N/A
AAA 0 SI DENOTES QIW FRICTION SLOPE
/I MARGIN 1.0' MINIMUM D,, DENOTES NORMAL DEPTH
NATURAL � FRE =D �N� Dp DENDEES PARTIAL DEPTH
3 GROUND NOTE NO DEPTH SHOWN WHEN
GROUND pIPE IS IN FUEL FLOW
0.013 PIPE
0.015 BOX
$1,2+
w w PAv siA un3- 8' TOP SOIL N TOP SOIL _
AND SEEDING
g1 AND SEEDING SWALE t PRNATF swALF
REQUIRED. ��
IN— SWALE 1 TO BE N78' 49' 38.15'E REQUIRED. 1N BECIIDN A -A -
PAv 5T� S+6a 70 DRAINAGE FACILITY Q100 - 2.54 CM Q100 - 5.41 CFS
HYDROSEEDED AND MNMAINED UNTIL 139.118 EASEMENT SECTION A —A S - 2005 S ( 3.74R
70% STABE18HE0 C.C.R D222138464 �. OR (0.05) - 0.38' Dp (.035) - 0.48'
0 20 40 BO .,� 1/ e,s/ p/ / SECTION B—B FROVDE5N0 045 eP5 ROOD NO ?0.780 .15 S
/fl1 0• //� PAV STA 6+41.56 (0.00') NTS DR Provided = 1.5' DIP Provided = 2.0-9.0'
N57' 34' S6 B9'E ^SLE
264.696 / _ / e — END SWME
VARIABEE WIDTH PRNATE STORM
WATER FACILItt MAINTENANCE 9 -- 870 '. IL_ ' y
AGREEMENT
CITY PROJECT NO, 150702
RD: 30114-0200431-105702-EO705
PAV EXISTING 4'X4' DROP X-28290
s
SWALE I
BEGIN A 1+00.00 (0.00 ) z�' y�� ` INLET TO BE MAI(IA-1 MAPSOO
BEGIN SWALE - _ VENiANA PHASE 6A-1 MAPSCO N0. 86W
R / ,
as ,
be
llow..
CBllbororo YoNdg.
1
FUTURE VFNTPNA 1 � BENCHMARKS:
PHASE 8A
SQUARE ON WEST END OF AN INLET,
V_�
mP \ I 0.0AD SOUTH SIDEIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAPIN SCHOOL
\ \ ROAD. EEET E BA
1 \ T IN SQUARE CUT ON TE THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD &BANK
ROAD.
ROAD. EEEV 878.38
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
SWALE 1 MORADO ROAD. ELEV 874.34
0+00 1+00 2+00 3+00 4+ X) 5+(0 6- GO 7+ X)
11
�o+
.. IIIII IIII II IIIII IIII I. .II III IIII. _ II II _ JJ���=L 1 II II
11 1 II II
1 II II
1 DATE II REVISION II BY
875
_ PROPOSED GRADE STORM PLAN &PROFILE
EXISTING GROUND PROPOSED LEFT PRIVATE SWALE I
TOP OF BANK
—i ' _ 870 , _ \� ` \—C 1\ 870 VF�T��°7N}jTA°NQ a�
PROPOSED RIGHT \ PHASE 1["1 SE OB
ttlP OF BANK \
a 885 /- Too
HGL ��� \ 885
CITY OF FORT WORTH
------- -----------_ o,3J4z � \ � TARRANT COUNTY, TEXAS
w
E3 855 O \ \ 11 8$5 fi669 NwIR CentralEmresseaY Plpne 46JECTSV1 ID
? ? I 710
SURe 400
0 0 \ I Oelles Teas 7121 ERN-F-1366
06 6 0 1 EilA PROJECT ID
m ` A NT840-0002
��Ap DATE: MARCH 2O25
;Powi DESIGN: LOGQFPA _ Z - - --
S
z" 850 850 .h'O DRAWN.RDRES
GALE
HOR2 1' - 40'
$ f'�,oxeA ye4' VEF 1' - 4'
SHEET
sN p / z/zers 75
96 BITS 845 xm etx oximwapx OF 113 SHEETS
DO
0
DO
00
uj
D_
Q
Q
H
Ld
DETAIL A
33 05 10—D402 EMBEDMENT FOR RCP
STORM SEWER ALL SIZES
'
1ZIN
1
a.
�
••A
DETAIL B
33 05 10-D403 EMBEDMENT FOR STORM
SEWER CONCRETE BOX ALL SIZES
FORM CITY OF FORT WORTH, TEXAS 1 REVISED1430-2021
CONCRETE PIPE COLLAR I[ 33 41 10-D416
FoRT%bRTH
CITY OF FORT WORTH, TEXAS I REVISED 04-31-2121
STANDARD STORM DRAIN INLET 33 49 20-D405
(SHEET 1 OF 2)
j�� ar laa as-r
BARS A (µ) BARS B (04)
x �num BARS C k O (/4)
roxa u,a e s rAAM _
BARS E (F4)
N
O
O
O
I
0
00
z
DO
z
0
CITY PROJECT 10. 150702 m
FID: 30114-0200431-105702-EO7685 00
X-28290
W-XXXX w
MAPSCO NO. 86W (n
OL
z
Near^wM-bbd01K
iafv�ORNBIY� Z
w
BENCHMARKS:
SQUARE "UT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRNE,
FIRST INLET WEST OF CHAPIN SCHOOL
ROAD. E 800.16
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOIA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD. EM 878.36
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
o.«nm n.¢, w,�uiws ,.+•�,
OATE
RENSION
��•n
STORM DETAILS
VENTANA
PHASE 8B
BAR' S J (/ I
BARS N (d4)
BARS F (p4)
BARS G (q4) BARS Ntl(µ)
oRT WORT CITY OF FORT WORTH, TEXAS REVISED D430-2021
n■ �VE�. STANDARD STORM DRAIN INLET 33 49 20-D405
(SHEET 2 OF 2)
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LJA ■rdill 1Y, RW. Itam
Soso N<nn ceno-al Exprersway RwW 4m.Bzl.BnB
smle400
Oalks, Taxas ]5]B8 FRN-F-1388
LJA PROJECT ID
r DATE: NMCH 2O25
sU DESIGN: LW
j DRAWN: LU
troiex Y �' SCAIE
HORZ: NT5
WRT: NTS
SHEET
a,zipX6�WIDS 102
OF 113 SHEETS
6
TMORE NEW - OOA41!
Mm.nD �� ssa,n WYY.w smr
PilOF1tE NEW - FRAYE Ay,m W"'Nm'�"'r'°-
�aa
r t 9 ^}.•.Ram
li l AAANROLER E CES RAND 33 DS 13-0417
awnrzn m�V I! � 11\\
X+--}--}-
I I y v I I
I - aL I
I I I I I
rrDICA. F YMA
_L"�I' NI�LI • i �\
low
J �� `�Yo�•�18rt�
CRY OF FORT WORTH, TEXAS REVISED 04-30.2021
TYPICAL MANHOLE / ` 33 49 10-D415
PIPE PENETRATION
N
r�Fnre O
fi 0
d Do
.. Z
e
a O
mi z
AL
CITY PROJECT 11, 111102 TO
_ FID. 30114-0200431-i D5702-ED7665 Do
X-28290
W-XXXX W
MAPSCO NO 86W Gn
DZ
Q
cc
�vWWC9bClttw. �
Yi.oa�loDFOYOyoudiR• Z
W
cY<R � BENCHMARKS: >
SQUARE CUT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRIVE,
r y FIRST INLET WEST OF CHAPIN SCHOOL
r ROAD ELEV 80D 16
"X" IN SQUARE CUT ON AT THE BACK OF
..LLc .: v.." E Yxu YYWoco THE TOP OF CURB LOCATED ON THE
AI�F Fvnnon "" °w SOUTH SIDE OF LOLA ROAD
w Ysmr APPROXIELY 300 FEET WEST OF THE
INTERSECTIOMATN OF LOLA ROAD & BANK
1rzrs 1"ui a .n,pPo ro wM Yn IK.r ROAD. ELEV 878.36
,'rRT I CITY OF FORT WORTH, TEXAS I REVISED 04.30-2021 "X" IN SQUARE CUT ON AT THE BACK OF
I[ THE TOP OF CURB LOCATED ON THE
MANHOLE STEPS 33 49 10-D414 SOUTH SIDE of PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
1
p0T M D: 511-D TAM[ AMD WMI
mi1RF rv0I DrxfRmSF IHYCA1f0 IN M I
DYAYNC4 DR ov Mt DtRYMA I
Y. RI1pNDt WMtt IN MAVt WD OD,WI,
xJ .................� i i, .:.sl. I I
F �% `�-.% � x RRDNoe F-Ixa moF nDM Y.on W
rxV a RXx xdLs. I I
PROFILE NEW - COVE I I
,� A Df SMAIL BF Ix1FpINLY MNtl®
I— -Yl N � �y-T DATE REVISION I BY
III Y AIL INltr A110 M4L A110k
N
r� � Y�x �Y y �asarww Fu I STORM DETAILS
�' Y wi Ylaw oYYx YAxx01r< Wo
O seiRUYu MWRDu u� �� YOX �� >«uY yam A
R b1 D a m ama+a arWWa Fa amrn � y1[�7�,YY 77�� T��777� �, ,I W nW wr, ns rurY: V E N TA N A
a 1YWRW um
PLAN MEW - FRAME AND COVER ayAp folW terra ueD'eo r
� �owlx0� r� Axo
eRe YDTM� PHASE 8B
PROFILE VIEW - =fiAME Dturlrlm. aA¢ WY® WY: xor
1Ya Yaw —Ell. FEE I CITY OF FORT WORTH
9 f } • rd�� r:IIjl
TARRANT COUNTY, TEXAS
Yx0808orl emma Phore 4MADressw6N l., TDalas Texas T5208 FRN-F-1366
E1DOYML[ Mom WA PROJECT 10
NTBMARCH 2
AL OANFrtn 1AO. YC RG MAWNOf , .., �- r/ZE OF r+ DATE. MARCH 2025
oc o ANF W
DE"N......
IGN. LN F :BAY[ DRAWN LN
PLAN VIEW - CRADE RINCS HDR2. SC'Nrs
BR�N�WD�W VERT� NTS
pprr�Flyy oNAL
F®el CI7V OF FORT WORTHr TEXAS I REVISED: 910912022 Ioa mramunlox SHEET
STORM DRAIN I{ 1 03
MANHOLOERFADE RPNG9VER AND 33 06 13-D417
OF 113 SHEETS
1
6
.. w
DAL
„„ I �_G
1—r
-M- T
CITY OF FORT WORTH, TEXAS REVISED: 9M&2022 I&P{��{ CIN OF FORT WORTH, TEXAS REVISED: SM812027
JE<;�W.j STANDARD
ON BOX RE ` 33 4910-D410 S STAJUNCTION BQOXARE 33 49 10-D411
t�t�t
CITY OF FORT WORTH, TEXAS I REVISED. IIWIID22
*4��j STANDARD 4' SQUARE 3
JUNCTION BOX 3 4910.5409
RL. CITY OF FORT WORTH, TEAS REVISED: OM-22
iRI 4' STACKED MANHOL.E FOR
REINFORCED CONCRETE BOX 33 49 10-D412
N
O
0
co
0
z
DO
CRY PROJECT 10. 150702 TO
FID. 30114-0200431-1D5702-ED7685 00
X-28290
W-XXXX W
MAPSGO NO 86W On
Q
0
z
�vlresbClttw. �
CD�IB�TOE�,�a1H�. Z
W
BENCHMARKS: >
SQUARE CUT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAPIN SCHOOL
ROAD ELEV 80016
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD. EL EJ 878.16
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
I
I
I
I
I
I
I
I
I
DATE REVISION BY
STORM DETAILS
VENTANA
]PHASE 8]B
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
IMA
8080 orl emma xDressway Phore 48982101f0
Sw1e400
Dallas, Texas 752W FRN-F-1386
WA PROJECT ID
NTB40-0002
ptE OF rE > DATE. MARCH 2O25
hA A
♦ ap DESIGN. LN
GV
♦BRIGMON W YAU� DRAWN' LN
y SCALE
33"Sj 'BN3se��W H.-
NTS
wu
SHEEP
Gan 72G s 104
xm aoa Fnrsmuniox OF 113 SHEETS
!S! _ ieef NIU 01 NIN/ORClNR TENL 1/a roP YNM . 10 hM! DVANGTMB
1) ""�,•. i� DI EMEN MCI
{y'm W '! J wr• a� wr ri JI rr: rrn.r wq.rr wRJea.ir gnrii-w `N wJr.JJ �fjlsx�Irn
00
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SFOTlO14 iNRO [UN
F`IFI1�II! �I II E1IE'r'�1jJl JNULTw-- •8*0-N..C.eU<LVEramRTS•MULT.I.P+LE. «9.0�X C...LV' E�RTS
CASAN$fkCE CASC EPtWLr MMa rrr Mar r,Mr 5`Feu Di To —
cps
Yri1'is 1 INC.i-I3 snv NC-3-23 _
i� r.s� w -'"- rw. • IlAN OF ANGLE SECTION - PLAN OF ANGLE SECTION -
T3°- rL FROM P TO 15 W R LF TO XF
�: /(AN OFrSXflYED ENDS - FROM V TO 15'� rrr
ggg
... ...-.+_�,/ .. -lf[✓n� .L�C.riw �:.v� .`mni�n'`v rt�au sr"dWawoma.u�.
P(AN OF SKEWED ENDS -OVERT TOr 30' • J10f twuavw «ur.na_a_xwmNr wv
LT........ I
I • .
_�•� I rrt '. rr
—� •nr �pn `�' r'A LENGTNfNIN6 DETNLI'T
PUNY OF SXENED ENDS - OVER 3P' TO t5'1
PLAN OF ANGLE S TLON -
OVER . TO fS
.Oxw �.e_«.rre a.au,.rn anon. mrvn
a``�r.«^:"FR��
/i�4a�.icwraar i
MULTIPLE BOX CULVERTS
CAST -IN -PLACE
MISCELLANEOUS DETAILS
MC -MD
CRY PROJECT NO. 150702
FID. 30114-0200431-1D5702-ED7665
X-28290
W-XXXX
MAPECO NO 86W
�vlreRhlelttw.
t�ONioFcyRaaiB.
BENCHMARKS:
SQUARE CUT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAPIN SCHOOL
ROAD ELEV 80016
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD. ELEV 678.36
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
1 I
I
I
I
I
I
I
I
I
DATE I REVISION
STORM DETAILS
V�FE��RT1�T�IA" ?NQA
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
IMA
8080 oN enea xDressway Phore 48982107f0
6w1i100
Dallas,Texas 752W FRN-F-1386
WA PROJECT ID
NTB40-DD02
,p+E/OF LE 9 DATE. MARCH 2025
DESICN. Du
DRAWN LN
SCALE
H.-
NTS
MUL
SHEEP
alnz720 s 1 05
xm loa snrsmuniox OF 113 SHEETS
ROCK RIP -RAP
PER PLAN
RIPRAP PER PLAN
o ----- ==_6"-WALLS=-===__m =- ------
B WALLS
-i-_ ---- )
REINFORCING SHALL BE NO 3 BARS REINFORCING SHALL BE NO 3 BARS
ON 18' CENTERS EACH WAY CONCRETE SHALL HAVE A ON 18" CENTERS EACH WAY CONCRETE SHALL HAVE
COMPRESSIVE
MINIMIJMMINIMUM COMPRESSIVE 51RENATH CoF 3000 PSI
STRENGTH OF 3000 PSI
SCOP 6. AT 28 DAYS VARIES - 1' MIN 1 6 S(OPF AS SPEC/QFD e 1' TOE WALL AT 8 DAYS
VARIES - 1' MIN f 1' TOE WALL
RCP STORM DRAIN STORM DRAIN LINE
SECTION A —A
SECTION A —A
SLOPED END HEADWALL
NOT TO SCALE
I I
� i I
� I
I
I
---- — — — — — — — — —
IALLL.��
6
SLOPED END HEADWALL (SD1)
NOT TO S E
0
0
OJ
PH
O
O
CRY PROJECT 10. 150702 TO
FID. 30114-0200431-1D5702-ED7685 00
X-28290
W-XXXX W
MAPECO NO 86W 09
� Q
Z
�vlresbClttw. �
CAINsPoFzyeadiN. Z
w
BENCHMARKS: >
SQUARE CUT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAPIN SCHOOL
ROAD ELEV 80016
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD. ELEV 87836
"X" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
1
I
I
I
I
I
I
I
I
I
DATE REVISION BY
STORM DETAILS
�JC7ELi
VryllF.:.��RRl'b TalN A
JC STT"i8B
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
�q - MA
8080 oN e. x,res 4 Ph— 4696210710
30,400
Dallas,Texas 752W FRN-F-1386
WA PROJECT ID
NTB40-0002
ptE OF rE > DATE. MARCH 2O25
hA A
♦ ap DESIGN. LN
GV
'BRIGMON W YAU� DRAWNLN
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STRUCTURAL NOTES:
I. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS FOR SYSTEMS PER -AI NI NO TO
THE SAFETY OF THE CONTRACTOR OR ITS EM-LOYEES ACENT OR REPRESENTATIVES IN THE
PERFORMANCE OF THE WORK. CONTRACTOR SHALL PROM IDE A, OPR[ATE SAFETY SYSTEMS IN
ACCRDANCE WITH ALL APPLICABLE LOCAL, STATE, D FEDDRAL LAM, INCLUDING BUT NO
IN ITED TO OSHA PULES ANO flEQULAT IONS PLBISHE[ R FEDERAL PEG ISTER IF SUCH
RULES AND REGULATIONS ARE MORE STRINGENT THAN RULES AND REGULATIONS OF OFFICIAL
RECORD.
2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY IISCREPANCIES AND/OR POTENTIAL
CONFLICTS WITH OTHER COMPONENTS OF THE CONSTRUCTION WORK, SUPPORTS OR
EQUIPMENT.
3. IF DIMENSIONS OF PRECAST OR EXIST BOXES VARY FROM WHAT IS SHOWN, SUBMIT TO
ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
4. ALL EXCAVATIONS SHALL BE CARRIED OUT IN DRY CONDITIONS D PROVISIONS SHALL BE
MADE TO PREVENT THE BOTTOM OF ALL EXCAVATIONS FROM FREEZING OR FLOODING
AT ALL TIMES.
5. ALL CONSTRUCTION WITHIN EXCAVATIONS SHALL BE FREE OF STANDING WATER.
6. ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM
28-DAY STRENGTH OF 000 PS[ EN ESTEC IN ACCORDANCE WITH AS.C39.
MAXIMUM AGGREGATE SIfE SHALL BE I :NCH. CALCIUM CHLORIDE SHALL NOT BE
USED AS ADDITIVES.
7. RACY:N 3' MINIMUM CLEAR COVER TO AE'NFOACING BARE FOR CONCRETE CAST
AGAINST OR •ERMANENTLY EXPOSED TO EARTH. PROVIDE 2- MINIMUM CLEAR COVER
TO REINFORCING BARS UNLESS SHOWN 07HERN ISE.
B. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE SO r UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO AS7M AI061.
9. CONCRETE PLACEMENT IN HO- OR COLD WEATHER SHALL CONFORM TO THE PROVISIONS
OF ACI 306R OR SO6R RESPECTIVELY. REVIEW OF THE PROPCSEO PROCEDURE WILL
NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR HE QUA LI-Y OF THE
FINISHED PRODUCT.
10. PROVIDE 3/4 INCH CHANP ER ON ALL EXPOSED CORNERS OF CONCRETE UNLESS NOTED
OTHERWISE.
11. REFER TO BAR DEVELOPMENT TAB_E ON THIS SHEET FOR SCHEDULED REINFORCING
HOODEVELOPMENT
ARSTANDDNAISKSNLESN07DREIREQUIREMENTS. ALL
KEARCHOOSUSEOTHRWSE
12. CONCRETE SHALL NOT BE PLACED PRIOR TO APPROVAL OF THE CONCRETE MIX DESIGN
BY THE ENGINEER.
13. THE CONTRACTOR SHAL_ ENSURE THAT ALL ITEMS WHICH MUST BE EMBEDDED IN THE
CONCRETE ARE DELIVERED TO THE S-TE IN A TIMELY FASHION AND INSTALLED IN
OFEALLLD SCIPLIVES SHALL ABENTHO CONCRETE.
E%AMIREDWTOGENSURESTHATF 1EET10N5
EMBEDDED ITEMS ARE PROVIDED AND PROPERLY INSTALLED.
14. THE LATEST REVISIONS OF THE FCLLOVING AMERICAN SOCIETY FOR TES-ING AND
MATERIAL STANIAIDSOTED SHALL
. USEDA1. REINFORCED CONCRETE MATERIALS,
I. "SPECIFICATION FOR CONCRETE AGGPECA ES" (A 6TM C33)
II. "SPECIFICATION FOR PORTLAND CEMENT" (ASTM C1501
III. "SPECIFICATION FOR READY -MIXED CONCRETE" IA -M CB41
IV. "SPE[IFICAiION FOR DEFORMED AND PLAIN CARBON STEEL BARS FOR CONCRETE
REINFORCEMENT" IASTM 115, GRADE III
V. FOR CARDDN-STEEL IRE HIRE REINFORCEMENT,
PLAINANDDEFORMED, FOR CONCRETE' (ASTM A1064)
15. SHOP DRAWINGS FOR ALL REINFORCING STEEL SHALL BE PROVIDED BY CONTRACTOR
FOR ENGINEER'S REVIEW AND APPROVAL.
16. STAGGER REINFORCING SPLICES IN SLABS SO THAT NO MORE THAN FIFTY PERCENT OF
SPLICES OCCUR IN ONE AREA.
11. PREPARE THE SUBGRADE UNDERNEATH JUNCTION BOXES IN ACCORDANCE WITH THE
RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT
/.BARS 0 MATCH BARS E
/ (ALL WALLS)
PERMI93[XE
A- �CW31 3f
TOP OF TOP SLAB i
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BARS C MATCH BARS F
• , KME SIKNM
VARIES,
ST (EACH CORNER)
N
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TOP OF BOTTOM SLAB OfC—\\ i
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AS 0 MATCH
BARS E (ALL WALLS)
TYPICAL REINFORCING DETAIL
BARS G
CITY PRCJECNO, 150111
RD: 3G114-0200431-105702-EO7685
X-2829. "
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BENCHMARKS,
SQUARE CUT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAPIN SCHOOL
ROAD. a" 8G0.18
BARS ARWND
1%" IN SQUARE CUT ON AT THE BACK OF
1LAR OPENINGS
IOWN.8 BARS
FACE.
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPROXIMATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD. ELEV 878.36
'*r IN SQUARE CLFT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRAOERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.31
J ADDITIONAL f7 SAAS AT
BAR DEVELOPMENT TABLE EACH BIDE OF OF
13 END FAZE OF
I TOP BARS
OTHER BARS HOOKS CONCREIFJ SPA • 3' O.C.
BAR I U ____________ f____________________ f_` L 4 ACOITIONAL #7 BARS At
Ld (INCHES) 1.3Ld (INCHES) Ld (INCHES) 1.3L4 (INCHES) Ldh SIT (INCHES) Ldh 180- (INCHES) EACH CORNER OF III
3 12 20 12 12 8 B _�(2 EACH FACE OF
1S 20 12 18 10 10 - CONORE7Ly SPA F J' O.C.
5 1@ 25 18 18 12 12 _ 11
23 29 18 23 15 15
3J 43 28 33 17 17 - -
L 37 4@ 2@ 37 19 1922
< -
r 57 74 44 57 25 25 _
11 I BB B@ 53 SB 27 27 1
BEND BARS OR PLO NOOKS TO
AVOID SLAB, WAILS, OR OTHER
ROB
��BOTTW SIPB OF JUNCTION BOK
ADDITIONAL WALL REINFORCING AT BOX CULVERT OPENINGS
SNCPANO CULVERT AT BOTTOM OF STRUCTURE. BOTTOM S BARS CMRTm IN THIS SCENARIO.
STORM DETAILS
VENTANA
PHASE 8B
CITY OF FORT WORTH
TARRANT CODNTY, TEXAS
WA wF Ina.
SAID cNNW(
SWI 400
LA
PINAA 481.&lmm
cMMW,T_ 76206
FRN-F13I11
WA PROJECT ID
N184
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GATE: FEB 1CI25
FEB M
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DESIGN: MK
DRAWN: TIN
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INCLUDE ADOITONAL WALL RENFORCNO AT BOX CULVERT CPENHOL -,
BEE BELa ON 'MISCELLANEOUS JUNCTION BOX RTARr SHEET (TYP
ALL RCS)
(
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SECTION A -A
SECTION B-B
SCALE: ir-1'-0'
O OWES OMRTEO FOR CLARITY
SCALE:
BAR TABLE
BAR SGE MAX SPA
A /7 g-
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C 17 r
D 17 v
E }7 B'
F j7 B'
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BOX A80VE RC3
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FOR WAMHOLE RING AND COVER DETAILS
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SQUARE CUT ON WEST END OF AN INLET,
SOUTH SIDE OF ROLLING HILLS DRIVE,
FIRST INLET WEST OF CHAPIN SCHOOL
ROAD, EAV BOD.te
"%" IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF LOLA ROAD
APPRO%ILIATELY 300 FEET WEST OF THE
INTERSECTION OF LOLA ROAD & BANK
ROAD. ELEV 878.3e
17 IN SQUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD. ELEV 874.34
STORM DETAILS
VENTANA
PHASE 8B
CITY OF FORT WORM
TARRANT COUNTY, TEXAS
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03.04.2026
108
OF 113 SHEETS