HomeMy WebLinkAboutContract 62483Date Received: 12/19/2024
Time Received: 10:26 a.m.
Permit No.: SWFMA-24-0091
City Secretary No.: 62483
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day 18th o f December
2024 , by and between KLLB AIV LLC, a Delaware limited liability company,
hereinafter referred to as "Landowner", Lennar Homes of Texas Land and Construction,
Ltd., a Texas limited partnership, hereinafter referred to as "Developer", the Northpointe
Residential Community, Inc., hereinafter referred to as "Association" and the City of Fort
Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a tract
of land situated in the Benjamin Thomas Survey, Abstract No. 1497, Tarrant County, Texas
according to the deed recorded in Document No. D222052099, Deed Records, Tarrant
County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner and the Developer have entered into an Option
Agreement dated effective February 23, 2022, wherein Developer is obligated to purchase
the Property from Landowner;
WHEREAS, the Developer is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Northpointe West Phase IA
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City and the Developer and Association provides for management of
Stormwater within the confines of the Property; and
WHEREAS, the City and the Developer and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev. 03/01/2022 BN
FT. WORTH, TX
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
Developer, 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 or Developer, as applicable, agrees to convey the Facility
Property to the Association and the Association agrees to accept the Property where the
Stormwater Facility is located.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
1. The Developer 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 Developer and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of the
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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.
3. The Developer 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 Developer, its
successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary.
4. In the event the Developer 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 Developer, 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 Develover's.
5. The Developer 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 Developer, 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 Developer 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 Developer or the Association. Such lien shall be perfected by
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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
DEVELOPER AND ASSOCIATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. DEVELOPER 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 DEVELOPER 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. Developer 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. Developer 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
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 Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding on
the Landowner, Developer, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owner's association.
9. Notwithstanding anything to the contrary contained or implied elsewhere herein,
it is expressly agreed and understood that the liabilities, indemnities and
obligations of KLLB AIV LLC as Landowner, or Lennar Homes of Texas Land
and Construction, Ltd., as Developer, hereunder shall expire and be of no further
force or effect upon the transfer ("Transfer") by KLLB AIV LLC or Lennar
Homes of Texas Land and Construction, Ltd. to the Association of legal title to
the Facility Property, save and except for any liabilities, indemnities and
obligations of KLLB AIV LLC as Landowner, or Lennar Homes of Texas Land
and Construction, Ltd., as Developer, 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 cJ
Rev. 03/01/2022 BN
Executed this 18th day of December 20 24
CITY OF FORT WORTH
oana BuLcF1,7 loff
Dana Burghdoff (Dec 1 , 202422:49 CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Dec 18, 2024
Approved as to Form and Legality:
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date: Dec 18, 2024
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Jannette S. Goodall
City Secretary
Date: Dec 19, 2024
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.
Rede- nec t -oweft�
Rebecca Dinae Owen (Dec 18, 202416:55 CST)
Rebecca Owen
Planning Manager
Date: Dec 18, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
LANDOWNER
KLLB AIV LLC,
a Delaware limited liability company
Name: Nathan Holt
Title: Authorized Signatory
Date: December 9, 2024
STATE OF ARIZONA §
COUNTY OF MARICOPA §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Arizona , on this day personally appeared Nathan Holt. Authorized Sit?natorv.
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 KLLB AIV. LLC, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 9th day
of December .2024
AWE GILLETT
Notary Public • Slate of Arizona
MARICOPACOUNTY
Commission 0 635441
Expires August 05, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
.� A & a�
Notary Public,'State of Arizona
DEVELOPER:
LENNAR HOMES OF TEXAS LAND
AND CONSTRUCTION, LTD.,
a Texas limited partnership
By: U.S. Home, LLC, a Delaware
limited liability company
Name:
Title: C�A\urS-z" Ay,. ,
Date: l 2 % (hq
r
STATE OF e xa §
COUNTY OF p of ((of S §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
A ��' .I, on this day personally appeared �� -'M n i Cm-r 0! ,
P cl Awn 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 LENNAR
HOMES OF TEXAS LAND AND CONSTRUCTION, LTD, and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of ' , 20
Notary Public, State of
MOUSA ALABWAINI
Z�^ Notary ID #135160992
y : µY Commission Expires
Of November 6, 2028
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev. 0310112022 BN
ASSOCIATION
Northpointe Residential Community, Inc.
a Texas corporatio
1 ame: K Y le Dickerson
Title: President
Date: /Z. - // - V/
STATE OF -T2 I-CA5
COUNTYOF
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared tC I Arc k rg rj
fEu.tho/i 2 r kea- &-4 4t� , known tome 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
Northpointe Residential Community, Inc., a Texas corporation, and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this , day
of D -Pe , 20 -2-t' ,
Notary ub 'ic, State of
MOUSAALABWAiNi
_ Notary iD #135160992
My Commission Expires
os November 6, 2028
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on the 18th of December,2024 by Dana
Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth.
Irt�a�dy���ee
Notary Public, State of Texas
Yp�WENDY L BEARDSLEE
_ n Notary Public ,
* * STATE OF TEXAS
Notary I.D. 13323719-3
9�OF My Comm. Exp. July 28, 2025 '
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
EXHIBIT "A"
STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.081 ACRES OF LAND SITUATED IN THE BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, CITY
OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND
DESCRIBED TO KLLB AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D222052099, OFFICIAL
PUBLIC RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT ON THE EAST LINE OF SAID KLLB AIV LLC TRACT, FROM WHICH A CONCRETE
MONUMENT FOUND FOR THE NORTHEAST CORNER OF SAME TRACT ON THE WEST LINE OF A TRACT OF
LAND DESCRIBED TO TEXAS ELECTRIC SERVICE COMPANY BY DEED RECORDED IN VOLUME 2642, PAGE
373 OF SAID OFFICIAL PUBLIC RECORDS BEARS NORTH 00°13'48" EAST, A DISTANCE OF 3051.71 FEET;
THENCE SOUTH 00°13'48" WEST, WITH SAID EAST LINE, A DISTANCE OF 78.52 FEET, FROM WHICH A
MAG NAIL FOUND FOR THE SOUTHEAST CORNER OF SAID KLLB AIV LLC TRACT ON THE NORTH RIGHT-
OF-WAY LINE OF PARK DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY) BEARS SOUTH 00-13,48" WEST, A
DISTANCE OF 1711.40 FEET;
THENCE OVER AND ACROSS SAID KLLB AIV LLC TRACT, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 88°23'06" WEST, A DISTANCE OF 43.62 FEET;
NORTH 04°38'37" WEST, A DISTANCE OF 15.58 FEET;
NORTH 00°12'58" EAST, A DISTANCE OF 62.95 FEET;
NORTH 88°23'06" EAST, A DISTANCE OF 44.96 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.081 ACRES (3,517 SQ. FEET) OF LAND.
Aaron -. R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7T" Street, Suite 300
Fort Worth, Texas 76126
682-747-0800
TBPELS Firm No. 10194382
(Revised October 17, 2024)
September 9, 2024
Page 1 of 2
S:\NTX-LAND\0204\200SURVEY\230 Legal Descriptions\0204EX41 REV.docx
LINE
L1
L2
L3
L4
L5
LEGEND
CHAPEL HILL WEST LLC
APPROXIMATE C.C.# D218219520
SURVEY LINE O.P.R.T.C.I.
BEARING
S00° 13'48"W
S88°23'06"W
N04°38'37"W
N00` 12'58"E
N88°23'06"E
KLLB AIV LLC
C.C.# D222052099
0.P.R.T.C.T.
DISTANCE
78.52'
43.62'
15.58'
62.95'
44.9 6'
C.C.# COUNTY CLERK'S FILE NO.
IRF IRON ROD FOUND
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS
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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 HEREON ARE
THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.
DATE: 09/09/2024 EXHIBIT "A"
PAGE 2 DRWN BY: S.A.T. STORM WATER FACILITY MAINTENANCE AGREEMENT
CHKD BY: A.C.B. SITUATED IN THE
OF 2 PROD NO. 0204 BENJAMIN THOMAS SURVEY, ABSTRACT NO. 873
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
100 0
1 INCH = 100 FT.
(REVISED 10/17/2024)
LJA Surveying, Inc. 1194
3017 West 7th Street Phone 682.747.0800
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382
EXHIBIT "B"
NORTHPOINTE WEST PHASE 1A CONSTRUCTION PLAN SHEETS:
• ISWM CONSTRUCTION PLAN
• DRAINAGE AREA MAP
• GRADING PLAN
• SWALE DETAIL EXHIBIT WITH CROSS -SECTIONS
I�
FUTURE
NORTHPOINTE WEST
PHASE
- TI
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y 50
u�
JURISDICTIONAL
3\� FEATURE AS
OE INEAIMG BY LJA
ENVIRON ENTM
DATED SEPTE BER I I
2021
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5 ( I
BLT L )33.)2 � I
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KTENTS OF � 8•, I$ I
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GROSS SECTION �l
m1 pETAIL ON SHEET 56
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NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SFWMA BOUNDARY
APPROXIMATE LOCATION
OF 10" ATMOS GAS LINE
30' STRIP CENTERED OVER
GASLINE
61 MAXIMUM ALLOWABLE SLOPE
TLS 9
% URISDICTIONAL/
\FEATURE
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AS
— DEIJNEATED BY LJA
ENVIRONMENTAL DATED I
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 817-392-8296
ATMOS GAS
TXU ELECTRIC I-Boo-242-9113 REFER TO SHEET 6 FOR DIVISION 01-GENERAL
SOUTHWESTERN BELL TELEPHONE COMPANY 1-800-395-0440 REQUIREMENTS
FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 REFER TO SHEETS 25 FOR GRADING GENERAL
FOR ALL OTHER FACILITIES WWW.TEXA5611.ORG OR 1-BOO-545-6005 CONSTRUCTION NOTES.
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WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
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54
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NATURAL GAS AFRO BM Z
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VAULT LOCATED AT NORTHEAST CORNER OF THE
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CENTERLINE OF BOAT CLUB ROAD, AND
7
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTON OF PARK DRIVE AND BOAT CLUB
ROAD. E. 792 44'
R ,DING KEY MAP
1 " = 1000' l
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CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
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EP EDGE OF PAVEMENT
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REFER TO SHEET 6 FOR DIVISION 01-GENERAL
REQUIREMENTS.
REFER TO SHEETS 25 FOR GRADING GENERAL
CONSTRUCTION NOTES
NOTE' THE COMPACTOR SHALL CONTACT THE FOLLOWING AT LEAST N
48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
FORT WORTH WATER DEPARTMENT 817-392-8296
TXU ELECTRIC 1-800-242-9113 ■
SOUTHWESTERN BELL TELEPHONE COMPANY 1-800-395-0440 III.'■■
FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100
FOR ALL OTHER FACILITIES WWW.TEXA5811.ORG OR 1-800-545-6005 0 20 40 80
/ 1 LOCATION OF Il
GAS AND OVERHEAD
LINE, CONTRACTOR
VERIFY & CONTACT
'ER PRIOR TO I
ONSINUFLGN
PROPOSED 10 WIDTH
CCESS RAM AT
MAX 15% GRADE
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OF FLOW
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BOUNDARY
RAOX 57 SY
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PER NCTCOG SPEC 3
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- PROPOSED ACCESS RAMP
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SECT
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EXTENTS OF
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NO SAVED OR PROPOSED
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REMING ING TREES ARE WITHIN THE
RAN
R;W 23, a�nROWPIF SFWMA BOUNDARY
B-B EASEMENT T
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BENCHMARKS- S
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EXISTING RETAINING BT THE INTERSECTION OF BOAT CLUB RAND
GRADE WALL PARK DR 256'± EAST
EAST OF CENTERLINE BOAT
CLUB RD AND WE NORTH CENTERUNE PARK
DR. IN THE SOUTH SIDE OF A CONC. BASE TO A
\ SINGLE POLE T.U. ELEC. TRANSMISSION TOWER W
THE
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J AA —AAA " ELEV 790297
I = 40• - BM�2 W
1 = 4 n X' CUT IN CONCRETE STRIP HOUSING THE ~
i' TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF Z
PROPOSED BOAT CLUB ROAD. APPROXIMATELY 49 FEET FROM
GRADE CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAN LINK FENCE HOUSING Z
NATURAL GAS APPURTENANCES BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALS DRNE AND BOAT
OFFEITE CLUB ROAD
APPROX. ELEV 661 60•
10' ATMOS GAS .E0
FL-729. DZ X" CUT ON NORTHEAST CORNER OF AN ELECTRIC
JURISDICTIONAL VAULT LOCATED AT NORTHEAST CORNER OF THE
EXISTING FEATURE INTERSECTION OF PARK DRIVE AND BOAT CLUB
B" SANI ROAD, APPROXIMATELY 46 FEET EAST OF THE
FL=— 85 CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD.
ELEV 797 44'
RETAINING WALL T I
FLEMING RANCH ROAD
ROW ROW Q
I
SEWER PIPELINE AND 3' FACILITY ACCESS I
B-B EASEMENT EASEMENT DECOR
�
I I I I
EXISTING
GRADE
SECTION BB —BB
HORZ: 1"
VERT: 1" - 4'
EXISTING
8" 72
FL=9 NI82
A
10' ATMOS CAS
FL-725 21
JGC aTiEET 55
1
I
1
I
I
I
I
I
DATE REVISION BY
GRADING PLAN
Northpoi rnte `west
]Phase IA
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
Q
LJ1�p�pinweint"y IJA W
8000 oJ✓I rih Cen4al Expressway Ph— a69 6210710 N
se a66 TE
Dallas, Texas 752M FRN-F-13M W
WA PROJECT ID
NT600-0204 12
DATE: JULY 2024 1
DESIGN: FORTUNE 3j
DRAWN: HARRISON ILL!^= SCALE ~
HORZ'. I" = 40' Z
•• �'�! VERT I" = 4• O
N•. •- SHEET 2-
07
9a 56
O
OF 102 SHEETS Z
SWFMA BOUNDARY
�' ti�
,y � MATCH LINE�SHEET 55
STA W,.-L�I y y y I 40' STORM WATER
FACILITY EASEMENT
/ n �TA LS ' I 10E �\11
EXTENTS OF T E S CO WSEMEM
RIGHT-OF-WAY l STA 4 �VOL. 1J22, PG 218
I \ O.P.R T C T
STA E J �I JURISDICTIONAL
CEUNEATED 8Y
ENVIRONMENTAL DA
g��_ /n VAX 4��r'/ N I I SF,PTEMBER 2021
SLOPE lk�
4 \�
Tay
r
i r
REFER TO SHEET 6 FOR DIVISION 01—GENERAL
Sg REQUIREMENTS.
�8 REFER TO SHEETS 25 FOR GRADING GENERAL
CONSTRUCTION NOTES.
6 NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING
M 48 HOURS PRIOR TO EXCAVATING IN THIS AREA
AT LEAST
Tz FORT WORTH WATER DEPARTMENT
i
817-392-8296
ATMOS CAS
TXU ELECTRIC
1-600-460-3030
1-800-242-9113
E 50111ESTERN BELL TELEPHONE COMPANY
1-800-395-0440
= FORT WORTH TRANSPORTATION/PUBLIC WORKS
817-392-8100
8 o FOR ALL OTHER FACILNIES WWW.TEXASBI I.ORG OR
I-800-545-6005
EI\\ `i o
\ T
I
\ SEWER FACILI,GAG. ' tt 1 \ I �I
APPROX 1462 SY
12 TYPE A DRY
ROCK
PER NCTI C
SPEC 8038033
APPROXIMATE LOCATION OF
EXISTING GAS AND OVERHEAC
ELECTRIC, CONTRACTOR TO
FIELD VERIFY & CONTACT
UTUW PROVIDER PRIOR TO
100—YR ULTMATE
FLOODPLlJN
S,
\ I EXTENTS 0
\ RIG —I—
I MAX 1
SEWER FACILItt SLOP4E
EASEMENT
C.C. O.PRIT.CT52]2 \\ e
\ NORTHPOINTE WEST
PHASE to \
1 \
I
EASEMENT V \ \
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SFWMA BOUNDARY
0
0
N
0
O
IN Z
O
I.� I CITY PROJECT N0, 104830 Z
FID. 30114-0200431-104830-EO7685 m
y� X- W- 0283028
N O
MaP5C0 0. 32F �
n .belo
Cl
BENCHMARKS S
BMI1 CL
53 AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR. 256'1 EAST OFR CENTLINENBOAT
CLUB RD AND 66'} NORTH CENTERLINE PARK
SINGLE
L THE SOUTH SIDE OF A CONC BASE R A
SINGLE POLE T U E-EC TRANSMISSION TOWER W
\ THE SECOND TOWER FROM THE FAST 1 a SET
4 OF FOUR
ELEV 790 297 LJ
54 BMgz
X" CUT IN CONCRETE STRIP HOUSING THE Z
N TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
A CENTERLINE OF BOAT CLUB ROAD. AND ON THE
III' WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
5 ROAD STORAGE FACILITY. SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
56 CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS \ APPURTENANCES BM IS APPROXIMATELY 1.047 FEET EAST THE
7INTERSECTN OF CAPE FEET
EA DRIVE AND BOAT
CLUB ROAD.
ELEV 661 60'
GMg3
X' CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
GRADING KEY MAP R AD, APPROXIMATEI-Y 46RFEETAND FEAST of THEE
CENTERLINE OF BOAT CLUB ROAD, AND
— GAG APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT 15
APPROXIMATELY fib FEET NORTHEAST OF THE
LEGEND ROAD INTERSECTION OF PARK DRIVE AND END FIAT4IOR
797
TC TOP OF CURB 1 1
1
EP EDGE OF PAVEMENT
EG EXISTING GROUND 1
—� FLOW ARROW
I
EXISTING STORM GRAIN SYSTEM
I
—� VALLEY GUTTER I
T PROPOSED GROUND 0 TOP OF WALL
DATE REVISION BY
B PROPOSED GROUND ®BOTTOM OF WALL
PROPOSED STORM DRAIN SYSTEM
PROPOSED RETAINING WALL GRADING PLAN
m PROPOSED ROW
- PROPOSED ACCESS RAMP
Northpoirnte West
]Phase IA
\ CITY OF FORT WORTH
�\
\ TARRANT COUNTY, TEXAS
LA
2
Inu
fi060 or, 1 I E pressway PMna 168.621.0710 N
EAPPROXIMATE LOCATION OFSuite 400 =
\\ xISTING OVFRHEAD ELECTRIC Dallas. Texas ]5206 FIN -F-13M 7
\\ AND FORCE MAIN,
\ CONTRACTOR TO FIELD LJA PROJECT ID
\ \ LI
VERIFY &CONTACT UTILITY NT6DO-0204 _7
FROM ER P ONTO DATE: JULY 2024
\\ \\ \\ DESIGN: BRAUN 3j
90)'V
DNGUYENMINHHORZ I" = 40' Z
VERT. N/A O
SHEa 57
O
OF 102 SHEETS z
VOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 1-81]-8]1-8296
4TMOS GAS 1-866-332-8667
CHARTER COMMUNICATIONS 1-81]-509-62]2
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100
FOR OTHER FACILITIES WWW TEXA5811 ORG OR 1-800-545-6005
TOTAL DISTURBED: C5RAOTOR TO GRADE TO
ENSURE POSITIVE DRAINAGE
12.2 ACRES TO POND AT LOW POINTS
ADJACENT TO POND
MATCH LINE SEE THIS SHEET
EXISTING
NO NTE
PHASE
8
MATCH LINE SEE THIS SHEET
CONCRETE
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SFWMA BOUNDARY 6
LEGEND
SILTFENCE — — — — — — — — — — —
CURLEX ............-
DISTURBED AREA
INLET PROTECTION
SURFACE FLOW ARROW y
CONSTRUCTION
ENTRANCE / EXIT
NOTES,
THE DEVELOPER SHALL PERFORM WEEKLY SWPPP INSPECTIONS
AND SHALL CONDUCT A RAIN EVENT INSPECTION IF THE CITY OF
FORT WORTH REQUIRES IT.
2 PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT
STAGING AREA AND EQUIPMENT IAYDOWN AREA
3. PRIMARY OPERATOR 15 RESPONSIBLE TO SUBMIT THE N01,
UPKEEP AND MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE
WITH LOCAL, STATE AND FEDERAL REQUIREMENTS FOR EROSION
AND SEDIMENT CONTROL (TCEQ TXR15G000)
4. PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL
DISTURBED AREAS AT THE COMPLETION OF ALL GRADING
ACTIVITIES WITHIN THE 100 YEAR FLOODPIASN.
5 IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE
CONSTRUCTION SIM, THE CONTRACTOR RESPONSIBLE FOR
MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLEANING
ON PUBLIC STREETS ON A DAILY BASIS. EARTH MATERIAL IS NOT
PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS USE OF
WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED
I CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER
]. ALL PARKUJJD, RIGHT OF WAY (ROW) CORNER CLIPS, AND
TRAFFIC DNIDERS WILL BE MAINTAINED AND MOWED BY THE
CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 DAYS.
8, ANY PARKLAND, RIGHT OF WAY (ROW), CORNER CLIPS, AND
TRAFFIC DIVIDERS THAT WERE DISTURBED DURING CONSTRUCTION
WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER
9. IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND. IN
THE RIGHT A WAY, CORNER CLIPS, OR TRAFFIC DIVIDERS
CONTRACTOR WILL RESTORE GRASS GRASS WILL BE ESTABLISHED
AT 100% BY THE CONTRACTOR
10. FOR PARKLAND, ROWS/ MEDIAN CONTRACTOR WILL USE CLEAN
TOP SOIL WITH NO ROCKS TO BACK FULL BEFORE LAYING OF
SOD OR HYDRO SEEDING.
11. GRADING TO BE INSPECTED BY PARD AGENT 81]-392-5]00
PRIOR TO SEEDING OR SOD
12. DELNERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON
REQUEST THIS 15 IN ACCORDANCE WNH SECTION 33-1 AS IT
RELATES TO RESTORATION OF THE ROW.
13. FINAL LOCATION OF INSIDE WASTE AND MATERIALS STORAGE TO
BBEjj DE((TEE((RR�MIIN�N,,TTED ('IN THE
� FIELD.
EEd l:'UN�hOL AfFJ&S IAAV ONLY BE PLACED IN FRONT OF
INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT THE
RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR
ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING
DAMAGE. WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE
CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND
BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY
SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT
OF EROSION CONTROL MEASURES.
a
0
N
0
I
0
0
Z
O
11 PECT NO 104830 Z
EDROJ
FI30114-0200431-104830-EO7685
X- m
MO
3028
MA028 PSCO NO 32F
T �i o
LLI
E.11 before.y.0 Muj. 1
BENCHMARKS- S
BM$1 d
T THE INTERSECTION OF BOAT CLUB RD. AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD AND 66'L NORTH CENTERLINE PARK
DR. IN THE SOUTH SIDE OF A CONC. BASE TO A
SINGLE POLE T.U. ELEC. TRANSMISSION TOWER LJ
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR
ELEV 790297 w
BMI2
CUT CONCRETE STRIP HOUSING THE TR B Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF 0
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
CLUB
WEST SIDE THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING 2L
APPROX4 FEET SOUTH OF SOUTHEAST o
CORNERIMATELY
CORNER OF SHE CHP1N LINK FENCE HOUSING z
NATURAL GAS APPURTENANCES BM IS
APPROXIMATELY 1,04] FEET EAST OF THE
INTERSECTION OF CAPE ROYALS DRNE AND BOAT
CLUB ROAD
ELEV 661 60•
BM§3
'X' CUT ON NORTHEAST CORNER ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
PARK DRIVE AND BOAT CLUB
CTONAPPRO
INTERDA
IM
ROAD, LINE OI BOAT 46 FEET EAST D THE
,
CENTERLINE OF BOAT CLUB ROAD,
APPROXIMATELY 61TH
FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
INTERS%IMATELY 66 NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD.
ELEV ]9] 44'
1 I I
1 I
I I
1 I
I I
I I
I I
I I
I I
I
DATE REVISION BY
EROSION CONTROL
PLAN
Northpoi me West
]Phase IA
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
Q
{.1/��yjnweing, `y LIA w
8000 H viral Expressway Ph— 4 6210710 N
Se M 496 =
Dallas, Texas T52M FRN-F-1666
WA PROJECT ID
NT6DO-0204 H
DATE: JULY 2024
DESIGN: HARRISON
DRAWN: HARRISON IyJ
^= SCALERUSSEL~
L
BMUN
VERT N/A
•• �' N•. •- SHE
59 ET =
9 a ~
0
OF 102 SHEETS Z
NORTHPOINTF
MATCH LINE SHEET 28
MATCH LINE SHEET 30
A Iq hWM WIhWl CPLIM
A IM MNT1
9.
r prm DST o.m Io.N u.s s.a Ss.T 8%! so.3 a WniEaO�FEr
cATcxNe 1TRMmEI1e m
TIME OF CONCENTRATION IS FROM THE APPROVED DRAINAGE STUDY FDS-2023-0007
SEE FLOOD STUDY FOR CALCULATIONS
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SFWMA BOUNDARY
NORTHPOINTE
' EAST
P HACF A
1
a
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST cD
4S HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 1-81Z-392- 7
Y1
ATMOS GAS 1-866-988-9267
ONCOR ELECTRIC 1-817-355-7026 O
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-B17-392-8100
N
FOR OTHER FACILITIES 1-BOO-DIG-TESS Z
0
Cltt PROJECT N0. 104830 Z
FID 30114-0200431-104830-EO7685
X- m
W- 3028 O
MAPSCOCO NO 32F
0 30 60
29 �i Q
120 I ow
. wb,s LLI
— Eall bef.. y.N BMj. N
S
KEY MAP BENCHMARKS-
30 IVji
' = 800' AT THE INTERSECTION OF BOAT CLUB RD. AND d
PARK DR 256't EAST OF CENTERUNE BOAT
CLUB RD AND 66'k NORTH CENTERUNE PARK
DR. IN THE SOUTH SIDE OF A CONC. BASE TO A
SINGLE POLE T.U. ELEC. TRANSMISSION TOWER W
THE SECOND TOWER FROM THE EAST IN A SET
\ OF FOUR
ELEV 790297 W
BMI2
"X' CUT CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
O
LEGEND BOAT CLUB ROAD, A IMAT'TELY 49 FEET FROM
CENTERLINE OF BOAT CLUB
B ROAD, AND ON THE d
—
WEST SIDE THE ENTRANCE TO THE BOAT CLUB
DRAINAGE DIVIDE ROAD STORAGE FACILITY, SAID POINT BEING
P
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST �
V
PROPOSED STORM DRAIN SYSTE THE I CORNER OF E CHAIN LINK FENCE HOUSING z
NATURAL GAS APPURTENANCES BM IS
APPROXIMATELY 1,04) FEET EAST OF THE
SURFACE FLOW DIRECTION INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
DESIGNATION ELEV 661 60•
8.68
ACREAGE DRAINAGE AREA BM$3
X" CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
1A1
INLET NUMBER INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD, APPROXIMATELY 46 FEET EAST OF THE
1❑
CENIERLINE OF BOAT CLUB ROAD, AND
DESIGN POINT APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK ORIVE SAID POINT IS
CONNECT TO STORM SYSTEM APPROXIMATELY 66 FEET NORTHEAST OF THE
NORTH POINTE PHASE 1B INTERSECTION OF PARK DRIVE AND BOAT CLUB
D7 CPN 104829 ROAD.
W-3006 X-27964 ELEV 797 44'
FID NO 30114-0200431-104829—ED7685
CONNECT TO STORM SYSTEM
NORTH POINTE PHASE 2
D2 CPN 104831
W-3008 —27963
FID NO 30114-0200431-104831—E07685
NOTES.
1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND
UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED
FROM AVAILABLE RECORDS AND ARE APPROXIMATE
NEITHER THE OWNER. DEVELOPER NOR ENGINEER
ASSUMES ANY RESPONSIBILITY FOR UTIUTES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO
TAKE ANY PRECAUTIONARY MEASURES TO PROTECT All
LINES SHOWN AND/OR ANY OTHER UNDERGROUND
UTLITES NOT OF RECORD OR NOT SHOWN ON THE
PLANS.
2 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL E%ISTNG UTILITIES PRIOR TO
CONSTRUCTION.
3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES.
4 SEE APPROVED DRAINAGE STUDY FDS-2023-0007 FOR
COMPLETE DOWNSTREAM ASSESSMENT.
5 SEE SHEET 37 FOR DRY LANE CALCULATONS FOR CROSS
SECTIONS FOUND ON INTERIM DRAINAGE AREA MAP,
DRAINAGE DESIGN CRITERIA
RATIONAL METHOD
DESIGN FREQUENCY
(A) CLOSED SYSTEM 5 YEAR
(B) CLOSED SYSTEM 100 YEAR
(C) OPEN CHANNEL 10D YEAR
Q=CIA
Q - FLOW IN CUBIC FEET PER SECOND - CFS
C - RUNOFF COEOCCIENTS
STREETS - 0 90
'A-5' RESIDENTIAL - -7
UNDEVELOPED = 030
1 - INTENSITY IN INCHES PER HOUR
FROM THE CRY OF FORT WORTH STORM DRAIN MANUAL
15 MIN I100 = T 98
A - DRAINAGE AREA IN ACRES
n ROUGHNESS COEFFICIENT
001REINFORCED CONCRETE PIPE
0 015 REINFORCED CONCRETE BO%
O 019 STREETS AND GUTTERS
1 I I
1
I
1
I
I
I
I
I
I
DATE REVISION BY
INTERIM DRAINAGE
AREA MAP
INTERIM CONDITION
Northpoi me West
]Phase IA
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
Q
n!rCinweint`y LIA W
8000 oJ✓I rih Cen4al Expressway Phme 4 QI 0710 N
S—UE =
Dallas, Texas 752M FRN-F-1066 W
WA PROJECT ID
NT60O-02G4 H
DATE: JULY 2024 V,
DESIGN: LORENI 3j
DRAWN: SENIW W
L HORZ' 1"- 60' Z
B VERT MUN
N/A O
•• �' N•. •Y SHEET =
9 a 29
OF 102 SHEETS Z
NORM POINTS rPH2-
PHASE 2� 3.10
14 13 I 2
III ZI
IS
10 11 I ,
FOGLINE jl^ IN
BOULEVARD `f
1
12���V`h� 1�I
11 —
ID �
III\
1RTHPGINTE
JQ WEST
'RASE iB
w
a9
s a 20
W.
MATCH LINE SHEET 32
I J1Q ullg
O70 `
a
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST cD
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 1-817-392-4477
ATMOS GAS I-866-988-9267
ONCO, ELECTRIC 1-817-355-7026 O
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100
U FOR OTHER FACILITIES 1—BOO—DIG—TESS Z
!�vwxrnN N IS 0
CITY PROJECT NO 104830
FID 30114-0200431-104830—EO)685
✓ / X— 3028 GO��F mo sx zz zo MAPSC0N0 32F O
- mo sr a xo us 0 30 60 "0 . o
33l �i100—YR FEMA FLooDPUIN w,owwn[sbelLLI
allbermeyml tluj. N
KEY MAP BENCHMARKS- S
\\ /�� �./ ry os[ Y10� sz• �- 1y�' z, 34 ' = 800' AT �HE INTERSECTION OF BOAT CLUB RD. AND
PARK DR 256'i: EAST OFR CENT RU BOAT
CLUB RD AND 66't NORTH LENTERUNE PARK
DR. IN THE SOUTH SIDE OF A CONC. EASE TO A
SINGLE POLE T.U. ELEC. M TNSMISSIT I TOWER w
THE SECOND TOWER FROM THE EAST IN a SET
FOUR
\, �z ELEV 790297
J LJ
CALLED 2U 53 X' CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
ACRES TESCO VOL. LEGEND BOAT CLUB ROAD, APPRO%IMATELY 49 FEET FROM 0
G99 G, PG. 1585 CENTERLINE OF BOAT CLUB ROAD, AND ON THE _
I, I,T.G.T. WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
DRAINAGE DIVIDE ROAD STORAGE FACILITY, SAID POINT BEING D_
'I a[ APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
P PROPOSED STORM DRAIN SVSTEII CORNER OF THE CHAIN FENCE HOUSING I� z
/V NATURAL GAS APPURTENANCES BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
[ 63° SURFACE FLOW DIRECTION CLUBINTERSECTION OF CAPE ROYALE DRIVE AND BOAT
pE 100—YR xx nm un ssx DESIGNATION ROAD
LAIN J° a°° _ —^ami �xa oea x[a Al-ELEV 661 60'
DRAINAGE BM§3
ACREAGE
xrsiogtlM.,.wuxw[[�nPld6v[[Xw X` CUT ON NORTHEAST CORNER OF AN ELECTRIC
�. >. ♦w x rvru cvax>,u
INLET NUMBER VAULT LOCATED AT NORTHEAST CORNER OF THE
1A7 INTERSECTION OF PARK DRIVE AND BOAT CLUB
I( ROAD, APPROXIMATELY 46 FEET EAST OF THE
II}/T CENTERLINE OF BOAT CLUB ROAD, AND
IJ x 1� DESIGN POINT APPROXIMATELY 6t FEET NORTH OF THE
/I dill CENTERLINE OF PARK CRIVE SAID POINT IS
A APPRO%IMATELY 66 FEET NORTHEAST OF THE
CONNECT TO STORM SYSTEM INTERSECTION OF PARK DRIVE AND BOAT CLUB
NORTHPOINTE PHASE 18 ROAD.
D1 CPN 104829 ELEV 797 44'
W—I— X-27964
KIDNO. 30114-0200431-104829—E07685
nm nm uos re[> >is am su nv nsa CONNECT TO STORM SYSTEM
/ sz NONN CT TO PHASE 2
]]/��//��FE//,, /;Fpyy]]g}�ln�BBryry TTyyyypg D2 CPN 104831
w swaLUWFCJW GHTfNr iLUW LRINMaxa W-3008 X-27963
FlD NO 30, 14-02DI431-104831-E07685
uacxxe na I l al IMF NOTES
1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND
aysl 'xa2 sso nm nm qj ; UTIUTES SHOWN ON THE DRAWINGS WERE OBTAINED FROM
AVAILABLE RECORDS AND ARE APPROXIMATE NEITHER THE I DATE REVISION BY
OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY
TIME OF CONCENTRATION IS FROM THE APPROVED DRAINAGE STUDY FDS-2023-0007. RESPONSIBILITY FOR UTILITIES PRIOR TO CONSTRUCTION
}i. SEE FLOOD STUDY FOR CALCULATIONS THE CONTRACTOR SHALL BE REQUIRED TO WEN ANY I DRAINAGE AREA MAP
PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN
AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF
RECORD OR NOT SHOWN ON THE PUNS ULTIMATE CONDITION
II II NO SAVED OR PROPOSED 2. LOCATIONSOOFALLLEXESI GH.R'¶ONALAES I D ORTICAL
SECTIONCUT INFORMATION -
CONSTRUCTION
FOR OR LANE cALcuuTo s Nort 7lpointe West
0 SHEET 3J TREES ARE WITHIN 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY
f C I1`/g1 BOUNDARY SEEAPNVES Phase
��
/ o I)/IIIIII IIII ( I S FWI V IA \ 4 COMPLETEODOWNSTREPM EASTUDY SSESSMENT-2023-0007 FOR
11 5. DRY LANE CALCULATIONS CAN BE FOUND ON SHEET 37
CITY OF FORT WORTH
TTo ]ao— � DRAINAGE DESIGN CRITERIA
NORTHPOINTE RATIONAL METHOD TnxxANTcoUNTY,TExns
1 6A Q
Ii 1A1 63D 22 095 ' �`ST \ DESIGN FREQUENCY
ILL av / PHASE 8 W1� owing, Ina IJA
I I 1 I / CPN 1032J3 (A) CLOSED SYSTEM 5 YEAR nra W
HERITAGE TRACE PA KWAY : B CLOSED SYSTEM 100 YEAR BOAO H C , Expressway Phme 469621 OT10 N
TER EASEMENT 1 IA IG \ ��_� 1 () Sidle 4RR =
I 0 12 0.30 39 `' Dallas Texas T5206 FRN-F-13M
It' UTILITY EASEMENT w ¢ 7H /1 (C) OPEN CHANNEL 100 YEAR
Q CIA W 027 SWFMA BOUNDARY 4�' 46 = NT6000-0204 12
C - FLOW CUBIC FEET PER SECOND - CM� 7H1 I 1.07 - RUNOFF
- 090IENTS DAZE: JULY 2024
STRE'A-5' S 0 TI DESIGN: LOPONI
38 4 EASE A N �� h0 175 U E RESIDENTIAL O 67
UNDEVELOPED 0 30
7F DRAWN: SENIW W
37` C ) g0 - - INTENSITY IN INCHES PER HOUR
15 MN E CRY798 FORT WORTIi STORM DEAN MANUAL �� HORZ.SE 60' Z o n A - DRAINAGE AREA IN ACRES IasT74
_-_/ O% ..wl VERT SHEET
/^ �,�// I• ]El 3 35 ��IA ��4D [Y�y}y n ROUGHNESS COEFFICIENT 07 19 p =
FI i �I III ISX �I III, —/ I/ 0015 REINFORCED CONCRETE BOX
Z�
MATCH LINE SHEET 34 0019
STREETS AND GUTTERS OF 102 SHEETS
1i499i11 I 0 3
SANITARY EASEFACILITY /
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030 IIIpN OPRTGT
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Y EASEMENT
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TREES ARE WITHIN THE FEE—T
TRACE \ SWFMA BOUNDARY
=7 .4 76 6 _
SPREAD — SECTION A —A
OF FLOW NORz: +•-eo'
VERT' 1•_4'
MAINTENANCE —
ACCESS RAMP GRAM £.� PROPOSED
. — i� /- GRADE
'756.7
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I
w
SWFMA
BOUNDARY
I
APPROX. 629 SY ,W I /
%12" TYPE A DRY ROCK RIPRAP
/ PER NCTCOG SPEC 803.3 SWFMA
BOUNDARY
APPROX 57 SY
/I/
v
— — SWALE CALCS
CONTRIBUTING ACREAGE: 18.76 AC
SLOPE = 8.19%
0100 = 100.0 CFS
V100 = 5.56 FPS
DMAX = 2.12 FT
FREEBOARD = 14.2 FT
TOP WIDTH = 16.97 FT
FROUDE NUMBER = 0.951
MANNING N=0.078
ROW
SECTION B—B
HERITAGE HORZ: 1"=60'
TRACE VERT. 1 "=4'
PROPOSED
GRADE
in
EXISTING
GRADE .231, O�
100—YR ULTIMATE 12" TYPE A DRY ROCK RIPRAP , SWALE CALCS
CONTRIBUTING ACREAGE: 18.71 AC
PER NCTCOG SPEC 803.3
FLOODPLAIN SLOPE = 8.19%
/ Y / ' / 0100 = 99.5 CFS
> FREEVI 00 = 4.92 FPS
/ W PROPOSED 10 WIDTH DMAX - 1.70 FT
T FREEBOARD = 11.8 FT
w CALLED 20.153 ACCESS RAMP AT TOP WIDTH = 23.57 FT
100—YR FEMA MAX 15% GRADE �NIN NUMBER0.78 0.931
FLOODPLAIN ACRES TESCO VOL./
/ 6996, PG. 1585 / LEGEND
D.R.T.C.T. I 52.3 SPOT ELEVATION
/ FP FINISHED PAD ELEVATION
TC TOP OF CURB SWFMA SWALE EXHIBIT
EG COSTING GROUND ONCOR
—� PROP. FLOW ARROW NORTHPOINTE WEST PHASE IA
PC FLOW ARROW / /A
- w %I / I • - r 1 / _ —' 1JA 0„i^a ]5206 Pre9way11C. PMre `RNfiIF/138fi
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOR SWALES AND DITCHES
The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility
is inspection.
General Maintenance Procedures
The structural and functional integrity of the facility or facilities described in "Exhibit A" shall be
maintained at all times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into or throughout of the entire facility.
Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume
is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines
and grades shown on the approved engineering plans. In addition, corrective measures are required
any time the facility does not drain completely within 72 hours of cessation of inflow.
**NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during,
storm inflow, but to be maintained for dry purposes only.
Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation
or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in
accordance with federal, state and local regulations.
The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum,
between the months of April and October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen
or similar screening device shall be installed over or around the structure until final acceptance.
Preventive Maintenance and Inspection
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of all maintenance actions, and inspections. The log should document
the condition of the facility or facilities primary components, mowing, silt, litter and debris
removal dates.
• Written maintenance and repair records shall be maintained by the party or parties
signing the attached Agreement and shall be provided to the City upon request.
FORT WO RT H Fort Worth °CS
Stormwater
Management
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Overall Condition of
Facility
Amount of Silt within
the Facility
Amount of Ponded
Water within the
Facility
MAJOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
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