HomeMy WebLinkAboutContract 63704Date Received: 7/23/2025
Time Received: 8.5 1 a. m .
Permit No.: SWFMA-24-0124
City Secretary No.: 63704
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 22n( day of July ,
2025, by and between GRBK Edaewood LLC, a Texas limited liability company,
hereinafter referred to as "Landowner", the Terra Vella Residential Community, Inc., a
Texas nonprofit corporation, 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 Greenberry Overton Survey, Abstract No. 972, City of Fort Worth,
Denton County, Texas according to the deed recorded in Document Number 2021-
227988, Deed Records, Denton County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Terra Vella Phase 2, 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 Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on -site Stormwater Maintenance Facility be constructed and maintained
on a portion of the Property; and;
WHEREAS, the City requires that on -site Stormwater Maintenance Facility
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, including Association, the location and dimensions
of which is shown and more particularly described by metes and bounds in the attached
Exhibit "A1 and A2" ("Facility Property"); and;
OFFICIAL RECORD
STORMWATER MAINTENANCE FACILITY AGREEMENT CITY SECRETARY
Rev. 03/01/2022 BN
FT. WORTH, TX
WHEREAS, Landowner agrees to convey the Facility Property to the Association and
the Association agrees to accept the Property where the Stormwater Facility is located.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on -site Stormwater Maintenance 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 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 Stormwater
Structural Control Maintenance Checklists, attached to this Agreement as
Exhibit "D", are to be used to establish what good working condition is
acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of
the inspection is to 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 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
STORMWATER MAINTENANCE FACILITY AGREEMENT 2
Rev. 03/01/2022 BIN
necessary. The purpose of inspection is to follow-up on reported deficiencies
and/or to respond to citizen complaints. The City shall provide the Landowner,
its successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary.
4. In the event the Landowner and Association, 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 steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's and Association's.
5. The Landowner and Association, its successors and assigns, will perform the
work necessary to keep the Facility in good working order as appropriate. In
the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, Association, 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, Association, its successors or assigns fail to pay the City for
the costs incurred under this section, the City shall impress a lien for the costs
of such work upon other lots owned by the Landowner or the Association.
Such lien shall be perfected by filing in the office of the County Clerk of
Denton County, Texas an affidavit identifying the property to be charged with
such lien, stating the amount thereof, and making reference to this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND
AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND
STORMWATER MAINTENANCE FACILITY AGREEMENT 3
Rev. 03/01/2022 BIN
DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS
AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WH TSOEVER ARISING, OR WH CH MIGH T ARISE, FROM THE
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DETENSION POND 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 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 "Al and A2" 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 Denton County,
Texas, and shall constitute a covenant running with the land, and shall be
binding on the Landowner and Association, its administrators, executors,
assigns, heirs and any other successors in interests, including any property
owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere
herein, it is expressly agreed and understood that the liabilities, indemnities and
obligations of GRBK Edgewood LLC as Landowner hereunder shall expire
STORMWATER MAINTENANCE FACILITY AGREEMENT 4
Rev. 03/01/2022 BIN
and be of no further force or effect upon the transfer ("Transfer") by GRBK
Edgewood LLC to the Association of legal title to the Facility Property, save
and except for any liabilities, indemnities and obligations of GRBK
Edgewood LLC as Landowner hereunder which have accrued and are due,
payable and/or performable as of the date of the Transfer and which shall
expressly survive the Transfer.
[REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
STORMWATER MAINTENANCE FACILITY AGREEMENT 5
Rev. 03/01/2022 BIN
Executed this 22 n d day of July
CITY OF FORT WORTH
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 07/22/2025
Approved as to Form and Legality:
M. AYL &rk,i //
M. Kevin Anders, II (Jul 15, 2025 15:44 CDT)
M. Kevn Anders, II
Assistant City Attorney
City Attorney's Office
Date: 07/15/2025
anu
4FORT ��d
ATTEST:
vim° �9dp
O�Q� QEXA?oa`p
Jannette S. Goodall
City Secretary
Date: 07/23/2025
2025.
LANDOWNER
GRBK Edgewood LLC,
a Texas limited liability company
By: Bobby Samuel
Its: Vice President
Date:
ASSOCIATION
Terra Vella Residential Community, Inc.
a Texas no rofi orporation
By: Bobby Samuel
Its: Director
Aft —
Date:
r
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
rerequirements.
Kandice Merrick
Planning Manager
Date: 07/15/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER MAINTENANCE FACILITY AGREEMENT 6
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
2025
This instrument was acknowledged before me on July 22, by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
Notary Public, State of Texas
dJ1 osPav Gem KATHLEEN BRADFORD
l� Notary Public
91j STATE OF TEXAS
"��e Notary I.D. 12197197
9jF of My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF tlC §
COUNTY OF �� �,�Y� §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
77R,a-5 , on this day personally appeared --�XOb
(name), \P cP 'V1re5; A ve vct - (tit l , 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 C ,?Zy- EA9 e-ugwk t.�_ (entity), a
12�dS Jyy�; •r� �.;��i`i� COWtoy.entity type) and in the capacity therein
stated. 1
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of204 4::�.
J
A,
Notary Public, State o
a��Par p&e� KRISTY LYN CHANDLER
Notary ID #129770238
N'OF'lF-tP MY Commission Expires
Aprii 1, 2026
STORMWATER MAINTENANCE FACILITY AGREEMENT 7
Rev. 03/01/2022 BN
ASSOCIATION
STATE OF §
COUNTY OF' �,(O ��� Y� §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared G7a�(Y�IAP�
(name), 1,CP TV'r- � �c— �Itle), 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 l ez`r& \kite,— '%.ADr lung), I'm (entity), a
rwnproP4 corpora-,! roN (entity type) and in the capacity therein
stated. n
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 7 day
of 20 2� .
Notary Public, State of �-
2�i��Y PG8^ KRIM LYN CHANDLER
Notary ID #129770238
t MY Commission Expires
April 1,2026
.•
STORMWATER MAINTENANCE FACILITY AGREEMENT 8
Rev. 03/01/2022 BN
EXHIBIT "Al - A2"
LEGAL DESCRIPTION
STORMWATER MAINTENANCE FACILITY AGREEMENT
Rev. 03/01/2022 BIN
EXHIBIT "A-1"
0.528-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.528 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972,
CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND
DESCRIBED TO GRBK EDGEWOOD LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2021-227988,
REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT WITHIN SAID GRBK EDGEWOOD TRACT, FROM WHICH A 5/8-INCH CAPPED
IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF MADERO PHASE 1, AN
ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AS SHOWN BY PLAT RECORDED IN
COUNTY CLERK FILE No. 2023-96, PLAT RECORDS OF DENTON COUNTY, TEXAS, BEARS
SOUTH 46°51'34" WEST, A DISTANCE OF 1,870.53 FEET;
THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 00°38'20" WEST, A DISTANCE OF 29.56 FEET, FROM WHICH THE NORTHWEST CORNER
OF SAID GRBK EDGEWOOD LLC TRACT BEARS NORTH 22°41'33" WEST, A DISTANCE OF 3,606.44
FEET, AND FROM WHICH A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00-16,24" EAST, A
DISTANCE OF 0.70 FEET;
NORTH 89°21'40" EAST, A DISTANCE OF 773.05 FEET;
SOUTH 46°07'38" EAST, A DISTANCE OF 14.26 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE TO THE LEFT HAVING A RADIUS OF 576.85 FEET AND A CHORD THAT BEARS
SOUTH 02°07'41" EAST, 19.35 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 01°55'20", AN ARC -DISTANCE
OF 19.35 FEET;
SOUTH 89°20'44" WEST, A DISTANCE OF 783.72 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.528 ACRES (23,019 SQ. FEET) OF LAND.
Aaron' . Br , R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7th Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
Page 1 of 2
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AARON C. BROWN
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December 2, 2024
CURVE CENTRAL ANGLE
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RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH
576.85' S2°07'41 "E 19.35' 19.35'
SONGBIRD ADDITION
CAB. H, SLIDE 83
P.R.D.C.T.
5/8" I.R.F.
APPROXIgATF BEARS S00°16'24"E, 0.70'
SURVEY LINE
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C.C.#2023-96 (80' RIGHT-OF-WAY)
P.R.D.C.T.
RANCHO CANYON WAY
(110' RIGHT-OF-WAY) SENDERA RANCH EAST
PHASE 24
C.C.# 2022-82
LEGEND P,R,D,C.T,
3
LJA 5/8" CAPPED IRON ROD STAMPED
"LJA SURVEYING" FOUND
IRF IRON ROD FOUND
y C.C.# COUNTY CLERK'S FILE NO.
R.P.R.D.C.T. REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
P.R.D.C.T. PLAT RECORDS,
> DENTON COUNTY, TEXAS
> HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, 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 1.00015063.
DATE: 12/02/2024 EXHIBIT "A-1"
z
PAGE 2 DRWN BY: K.R.B. 0.528-ACRE STORM WATER FACILITY
a CHKD BY: A.C.B. MAINTENANCE AGREEMENT
x SITUATED IN THE
OF 2 PROJ NO. 0037 GREENBERRY OVERTON SURVEY, ABSTRACT NO.972
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
0.528 ACRES
F—(23,019 SQ.FT.)
773.05' �?
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783.72'
200 0
1= 200FT.
LJA Surveying, Inc.
1194
3017 West 7th Street
Phone 817.288.1900
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S.
Firm No. 10194382
EXHIBIT "A-2"
1.833-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 1.833 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972, CITY OF FORT
WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO GRBK EDGEWOOD
LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2021-227988, REAL PROPERTY RECORDS OF DENTON COUNTY,
TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT WITHIN SAID GRBK EDGEWOOD TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD
STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF MADERO PHASE 1, AN ADDITION TO THE
CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE No. 2023-
96, PLAT RECORDS OF DENTON COUNTY, TEXAS, BEARS SOUTH 75°43'16" WEST, A DISTANCE OF 2,938.57 FEET;
THENCE OVER AND ACROSS SAID GRBK EDGEWOOD LLC TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 00°38'20" WEST, A DISTANCE OF 49.58 FEET, FROM WHICH THE NORTHWEST CORNER OF SAID
GRBK EDGEWOOD LLC TRACT BEARS NORTH 36°39'32" WEST, A DISTANCE OF 4,813.64 FEET, AND FROM
WHICH A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00°16'24" EAST, A DISTANCE OF 0.70 FEET;
NORTH 47°03'36" EAST, A DISTANCE OF 103.23 FEET;
NORTH 68°24'38" EAST, A DISTANCE OF 130.28 FEET;
NORTH 89°21'40" EAST, A DISTANCE OF 555.00 FEET;
SOUTH 00°38'20" EAST, A DISTANCE OF 606.79 FEET;
SOUTH 89°21'40" WEST, A DISTANCE OF 60.00 FEET;
NORTH 00°38'20" WEST, A DISTANCE OF 546.79 FEET;
SOUTH 89°21'40" WEST, A DISTANCE OF 483.91 FEET;
SOUTH 68°24'38" WEST, A DISTANCE OF 107.88 FEET;
SOUTH 47°03'36" WEST, A DISTANCE OF 99.66 FEET;
SOUTH 89°21'40" WEST, A DISTANCE OF 34.66 FEET TO THE POINT OF BEGINNING AND CONTAINING A
CALCULATED AREA OF 1.833 ACRES (79,866 SQ. FEET) OF LAND.
Aaron .Brow .P.L.Sr�\
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7'" Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
Page 1 of 2
December 2, 2024
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C.C.# 2023-222
P.R.D.C.T.
SONGBIRD ADDITION
CAB. H, SLIDE 83
P.R.D.C.T.
5/8" I.R.F.
EARS S00° 16'24"E, 0.70'
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49.58'
L2
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L3
N68°24'38"E
130.28'
L4
S89°21'40"W
60.00'
L5
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107.88'
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99.66'
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483.91 '
1.833 ACRES
(79,866 SQ.FT.)
GRBK EDGEWOOD LLC
C.C.#2021—227988
R.P.R.D.C.T.
- "LJA" "LJA"
S00°19'50"E S00°19'50"E 15.00' DEED LINE
55.00'
MADERO PHASE 1 C.C.#2023-96 RANCHO CANYON WAY
P.R.D.C.T. (80' RIGHT-OF-WAY) SENDERA RANCH EAST
RANCHO CANYON WAY PHASE 24
C.C.# 2022-82
(110' RIGHT-OF-WAY) P.R.D.C.T.
LEGEND
3
LJA 5/8" CAPPED IRON ROD STAMPED
"LJA SURVEYING" FOUND
IRF IRON ROD FOUND
y C.C.# COUNTY CLERK'S FILE NO.
R.P.R.D.C.T. REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
P.R.D.C.T. PLAT RECORDS,
> DENTON COUNTY, TEXAS
> HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, 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 1.00015063.
DATE: 12/02/2024 EXHIBIT "A-211
PAGE 2 DRWN BY: K.R.B. 1.833-ACRE STORM WATER FACILITY
a CHKD BY: A.C.B. MAINTENANCE AGREEMENT
x SITUATED IN THE
OF 2 PROJ NO. 0037 GREENBERRY OVERTON SURVEY, ABSTRACT NO.972
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
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T.B.P.E.L.S. Firm No. 10194382
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER MAINTENANCE FACILITY AGREEMENT 10
Rev. 03/01/2022 BN
EXHIBIT "B"
TERRA VELLA PHASE 2 CONSTRUCTION PLAN SHEETS:
• OVERALL DRAINAGE AREA MAP - INTERIM CONDITIONS
• DRAINAGE AREA MAP - INTERIM CONDITIONS
• OVERALL DRAINAGE AREA MAP - ULTIMATE CONDITIONS
• DRAINAGE AREA MAP - ULTIMATE CONDITIONS
• STORM DRAIN PLAN & PROFILE
• SWALE PLAN & PROFILE
• GRADING PLAN
• PAVING PLAN & PROFILE
• STORM DETAILS
• EROSION CONTROL PLAN
• EROSION CONTROL PLAN DETAILS
I DRAINAGE A :EA SUMMA 1Y- INTERIM CONDITIONS I
qs q3m TR567MEOF CONCENTRATION FLOW PITH CALCULATIONS -INTERIM CO IDITIONS LEGEND
OaAREAOE IogA cOERF G Iw•I linR"1 A T !NI A i !NI ROlxi Overlantl R. gM1aEow Lencentmletl Fbw. LM1annelizetl Fbw Time of
R Y L ^
����� s� xrt -- -1- c 0. ('AL•),. V=K.5°' = L T^= Z' to toL"I_ .2x AREA 58 - - - - - -
DRAINAGE DIVIDE
T. 42 M.V•
v," s ..
oaa om wo s.T4 -- -�� ss G L. "• 4 y T^ K e• AV.• 4 L0 T. Flow Tsva Vry^ L^ T T.• Arr I 'L• 'c•waM,ntl p PROPOSED STORM DRAIN SYSTEM
o-- °-- 5- ea I 7Yo E I eMts cne O.t 100 015 + 0.011 I 2x 1161R tot 0011 I 11pN nnel 0 I ^ OJ N.33 O,4I p•g3 C, P EXISTING STORM DRAIN SYSTEM
Mt 100 011 O.OIS xi 1326 161 Cm 1. I- III Cliennal 0.1 0 I( x2At 0.3T I
-_-= -- -�-I y N
Aa SURFACE FLOW DIRECTION
�� 4� 4 - AREAIE AREA OS3 ARA6C1 EASE AREAIF ARE
DESIGNATION
Area 'C' 'C'weglrW I Area C° T"wablrYtl I Am 'C' 'C'wNAAM1M Area 'G' 'C'wei9hh0 Ares 'C' 'C'rraM0a0 I ACREAGE DRAINAGE AREA
- _
..r -- -- --- 0.64 0.54 0.64 0.66 0.64
AlINLET NUMBER
4.
1❑ DESIGN POINT
- 0 200 400
77
ILLU
T \ FUTURE
RE'TERRA VELLA-�
I� TERRAI IVE LA
I- FUTURE
I ------------ ---� TERRA VELLA
I yI y a E �B4 1� 1 Rm ss 4 seasc
zm tis 4 toe Alos / SDS - SWALE
WA - I �� TERM VELLA PHASE 1 C 1�4�
ry(n„0, ��0 _ _- _ -SEE SHEET 50 FOR �'ICC JJ5
1 1 MORE INFORMATION
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SHEET 62 FOR SECTION
AND CALCULATIONS 1
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HH ----
TEPHHAASEVELLA , 2.56 ._ P1L s� 2-��
DRAINAGE DESIGN CRITERIA-A"'aO" 1 I ��119 ---� au
RATIONAL METHOD .8 sR -- I - 0
"48 L-�-►�.- F
DESIGN FREQUENCY T-I \ 3.51 G..311 Rr ,
(A) CLOSED SYSTEM 5 YEAR I -I "1 - I - _ 1E 0.60
(B) CLOSED SYSTEM 100 YEAR 0.45 \ 0.47 _ 1.36
(C) OPEN CHANNEL 100 YEAR 6B GC p 11
BA 1.]e S 10 P 2 14 TS 77 1� 2 3. �1
Q - FLOW IN CUBIC FEET PER SECOND - CFS EG U.49 g -y 13 751
C AU 5' RESDEENTALT, AILNTS 0.67 7.13 7g5'�'ZF�. 0.09 3S1 2 4 5 8 6 9 9 11 1
STREETS (ASPHCONCRETE k BRICK) = 0 90
UNIMPROVED AREAS = 0.30
I - INTENSITY IN INCHES PER HOUR 16 5
FROM THE CITY OF FORT WORTH STORM DRAIN MANUAL 2 17
15 MIN -- 796 /�\ 1 282 26252423 22120I19 2
A - DRAINAGE AREA IN ACRES
n ROUGHNESS COEFFICIENT fiC1 r� i�� T 5 4
0013 REINFORCED CONCRETE PIPE I 07] 6C G\Y1 3A 25
0015 REINFORCED CONCRETE BOX --
0019 STREETS AND GUTTERS - 0.4] 949 506 10 24
23
TERRA VELLA �9sQ 9 4B -
PHASE 1 1 EXISTING I "a$ 0 w
6E I GAS WELL FE 5 t t g 4
NOTES. SITE �R 11 s
OJl - I Fl 9 12 19 U 6
0 1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES _ = 6F 1 I GW1A m Q 13 1B 7
SHOWN ON THE BRAWINGS WERE OBTAINED FROM A HABLE
o --1 0.16 1� 14 1J l 8
RECORDS AND ARE APPROXIMATE NEITHER THE OWNER, L l`
n DEVELOPER NOR ENGINEER ASSUMES ANY NTRACTSIBILItt FOR I 3.29 Irn 16
UTLTIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE _ 8E1 6F1 I '-
o REpUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT >9
21
ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES-� --- ] 0.26
Ep NOT OF RECORD OR NOT SHOWN ON THE PLANS
5a 2 CONTRACTOR SHALL VERIFY HORIZOMAL AND VERTICAL LOCATIONS �I- I}° - �JL- _ - 1 _ - - - ,♦ \� R]
aL OF ALL EXISTING UTLRIES PRIOR TO CONSTRUCTION. A A- N,-WAY T
`e 3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES-
�� 4. SEE APPROVED DRAINAGE STUDY DI-24-DII FOR COMPLETE
$� DOWNSTREAM ASSESSMENT. \ •�
5 NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA \ \ p
BOUNDARYNa\ RANCH
aNOTE THE CONTRACTOR SHALL COMACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA. \ PHASE 1 3 B
FORT WORTH WATER DEPARTMENT 1-817-392-4477 FP#16-090
6 ATMOS GAS 1-BOO-545-fi -, SENDERA RANCH \ II CPN IBM 4
R. TXU ELECTRIC DELIVERY 1-600-711-9112 RJ EAST
[€ CHARTER COMMUNICATIONS 1-817-509-6272 _ PHASE 24 /
FORT WORTH TMNSPDRFATION/PUBLIC WORKS 1-517-392-1234 CPN. 103162
FOR OTHER FACILITIES WWW TEXAS61I RG OR 1-600-545-6005 X-26859 �(
9 7 /'1. '\I3
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77 \
g.B4 I I SD9 SOUTHERN SWALE
i SEE 64 SHEET FOR /
lil SECTION AND
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GAS
WELL 53 SHEET FOR SECTION
B2 AND CALCULATIONS
SITE-- I es
II, /I- I B FUTURE
/ 9Al TERRA VELLA
e / se PHASE 3
CITY PROJECT NO 105730
FID' 30114-0200431-tO5730-E07685
X-28306
W-3093
MAPSCO N0. ED
-,--below_.-
3ENCHMARKS. CA11,0-you dig.
/
), 3ENCHMMK NO 1
�QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
N SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF
MAINSTAY WAY CEMERLINE. ELEV 752.6E
�ENCHMARK NO 2.
QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
VORTH OF THE PCCR OF SERRANO RIDGE AT
3OPPER RIDGE ROAD ELEV 765 5C
�A I
,I I
I
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I
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DATE REVISION BY
OVERALL DRAINAGE
AREA MAP INTERIM
CONDITIONS
Terra Vella
]Phase 2
I 9.32 e
I
9
CATCHMENT AREA 9A1
CITY OF FORT WORTH
II
I- TIME OF CONCENTRATION
�>q
I cATCHMENT AREA sA \Low PATH (SEE TABLE) DENTON &WISE COUNTIES, TEXAS
TIME OF CONCENTRATION --� --
-� PATH (SEE TABLE) --�-------------
-- 11111J 1 IJ J I III - °� � LAA
fi060 - Central Expressway Ph 459621 D710
Sul 400
• Delles, Texas 75206 FRN-F-1386
- LJA PROJECT ID
NT3401ECT 1
DATE DEC 2024
\ DESIGN' GRANTHAM
DRAWN BARLOW
MIGRATE C. ROE SCALE
L C SENDERA RANCH " �' VER: ," ADD'
EAST nN E ERT: N/A
• �• '� PHASE 20 Ic SHEET
cPN.101922 r a ,°,. 10
1`r JI X-25942
��I II OF 110 SHEETS
NOTE' THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
FLOWP.
ITH CALCULATIONS -INTERIM CONDIMNS
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
= erland Flow
SHalbwCoeceetr dFlow
CHe 1 eE Flow
traV,
FORT WORTWATER DEPARTMENT
Ta=aTrc=enT
1-600-545-5005
ATMOSAo
�TR-rOIFOONCENTRATION
+�
Fa
TXU ELECTRIC DELNERY 1-600-]11-9112
CHARTER COMMUNICATIONS 1-81]-509-62]2
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FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-517-392-104
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81 0.014 015 BIS
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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 UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE
ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES
NOT OF RECORD OR NOT SHOWN ON THE PLANS
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 DS-24-0149 FOR COMPLETE DOWNSTREAM ASSESSMENT
5. NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY.
FUTURE LEGEND
TER � RA VELL4:
— — — — — —
DRAINAGE DIVIDE
T
PROPOSED STORM DRAIN SYSTEM
P
'EXISTING STORM DRAIN SYSTEM
SURFACE FLOW DIRECTION
DESTINATION
DRAINAGE AREA
ACREAGE
1A1
INLET NUMBER
1❑
DESIGN POINT
DRAINAGE DESIGN CRITERIA
RATIONAL METHOD
DESIGN FREQUENCY
(A) CLOSED SYSTEM 5 YEAR
(B) CLOSED SYSTEM 100 YEAR
(C) OPEN CHANNEL 10B YEAR
Q = CIA
Q - FLOW IN CUBIC FEET PER SECOND - CM
C - RUNOFF COEFFICIENTS
"A-5" RESIDENTIAL = 0.67
STREETS (ASPHALT, CONCRETE & BRICK) = D
UNIMPROVED AREAS = 0.30
1 - INTENSITY IN INCHES PER HOUR
FROM THE CITY OF FORT WORTH STORM ORAP
0015 REINFORCED CONCRETE BOX
0019
STREETS AND GUTTERS
I
N
i
o 50 1DO 200
CITY PROJECT NO 105730
FID 30114-0200431-105730-E01605
X-28306
W-3093
MAPSCO NO. ED
Call1,0—you dig.
BENCHMARKS .
BENCHMARK NO 1
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
BENCHMARK NO 2.
EDUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
NORTH OF THE PCCR OF SERRANO RIDGE AT
-OPPER RIDGE ROAD ELEV 765 5C
I
I
I
I
I
I
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1 DATE REVISION BY
G
Oq
UNIVANMt rA;Y-INTERIMCON0RRONS
A 1—
A
DRAINAGE AREA MAP
INTERIM CONDITIONS
Terra Vella
Phase 2
IM
CITY OF FORT WORTH
DENTON & WISE COUNTIES, TEXAS
LJA
6060 NOM C.-II Expressway Pnona 459621 D710
S.. 4W
Dallas, Texas 752N FRN-F-1386
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LJA PROJECT ID
NT340-0031
DATE' DEC 2024
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ER ¢ 48 HOURS PRIOR TO EXCAVATING IN THIS AREA.
R.O.W. R.O.W. I Are@ "C" "C"weI area C" "C"w1k*1d
fi0'�2D W 0.42 e..T FORT WORTH WATER DEPARTMENT 1-B1J-392-44JJ
D / 0.64 0.61 ATMos Gas 1-Bop-say-soo5
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n=030 r=030 n=090 n=0 n=030 Area C" "C"W@1Rh6eW Area C" "C"weighhi FOR OTHER FACILITIES WWN TEXAS811 ORG OR 1-B00-545-6005
n-o.9oJ COMPOSITE C CALCULATION 30 �n=o so @� e.er N
COLLECTOR ULTIMATE SECTION 0.66 0.66 LEGEND
- NOT TO SCALE AREA6C1 AREA6E - - DRAINAGE DIVIDE
- WEIGHTED C VALUE Cw- MG+AaC,+AaCa+ +AnCn
c'wEeENT = 0.3o Po+A,+q,+ +Ancn area os ^C•we If l l "C"weMh� r� PROPOSED STORM DRAIN SYSTEM
amwa
KA
Cw= 030•64 + 090-56 0,g4 0.64 C P EXISTING STORM DRAIN SYSTEM
0
Cw= 0.60 y
SURFACE FLOW DIRECTION
/ DESIGNATION 0 50 150 300
I I � ACREAGE DRAINAGE AREA �
Y FUTURE
APPROXIMATE LOCATION TERRA VELLA 1A1 INLET NUMBER
TRIBUTARY CENTERLINE
_ O DESIGN POINT
�. FID 30114-0200431-105J30-EOJ605
4 DIIY PROJECT NO 105J30
a uie L \ X-28306
I 1 _�� W-3093
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FOR EX SDS FUTURE ..� EASEMENT
DRAINAGE AREAS 1B I 1A 1C 1J 1D I i�INLET )\ 2 r❑�'
GA E
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Nn I 1's I3CIOW.
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or a 1.
3ENCHWRK NO 1.
40 DRAINAGE DESIGN CRITERIA 30UARE CUT WITH 'X' IN CENTER AT BACK OF CURB
6B UT 18 SWALE -} 9 11 2B
SHEET 62 FOR 4 '
TERRA VELLA PHASE 1 1.38 \ MORE INiORMATX)N 13 14 IS 1 17 1 OL 2 3.8:
CPN. 105405 ] '9,(> 13 16
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1
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2a . 22 _1- ]6) I SEE SHEET 63 FOR
2 u - �- 6.94 i I I MORE INFORMAT0
GAS WELL I ,
1 -= SITE I 1 1
NS SOUTHERN SWALE
SEE SHEET 64 FOR
I 16 I L 13 >• 5.2] - _ MORE INFORMATION _ 1 ' CATCHMENT AREA 9A1 _
TIME OF CONCENTRA � 1 FUTURE
FLOW PATH (SEE T I TERRA VELIA
Im.I` PHASEy{I�-3
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RATIONAL METHOD
y Jam;
MAINSTAYSOUTH
WAY C NTER NEDA ROAD t 45ELEVST OF
752 BE
DESIGN FREQUENCY
BENCHMARK NO 2.
(A) CLOSED SYSTEM 5 YEAR
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
VORTH OF THE PCCR OF SERRANO RIDGE AT
(B) CLOSED SYSTEM 1OD YEAR
TOPPER RIDGE ROAD ELEV 765 5(
(C) OPEN CHANNEL 1DO YEAR
i
D) 0 CIA
0 FLOW IN CUBIC FEET PER SECOND CPS
- C RUNOFF COEFFICIENTS
"A 5" RESIDENTIAL 0.67
STREET (ASPHALT, CONCRETE, & BRICK) - 0.90
UNIMPROVED AREAS - 030
- INTENSITY IN INCHES PER HOUR
p FROM THE CITY OF FORT WORTH STORM DRAIN MANUAL
1
15 MIN Ito@ 798
A - DRAINAGE AREA IN ACRES
I PATE REVISION BY
n ROUGHNESS COEFFICIENT
OVERALL DRAINAGE
0 013 REINFCEp CONCRETE PIPE
0 ols REINFDIORciD CONCRETE Box
AREA MAP ULTIMATE
I
0 019 STREETS AND GUTTERS
NOTES.
CONDITIONS
1. THE EXISTENCEAND LOCATION OF ALL
UNDERGROUND UTILITIES SHOWN ON THE
DRAWINGS WERE OBTAINED FROM AVAILABLE
Terra Vella
RECORDS AND ARE APPROXIMATE NEITHER THE
OWNER, DEVELOPER NO ENGINEER ASSUMES
ANY RESPONSIBILITY FOR UTILITIES PRIOR
�Phase
CONSTRUCTION. THE CONTRACTOR SHALL BE
REQUIRED TO TAKE ANY PRECAUTIONARY
MEASURES TO PROTECT ALL TINES SHOWN
ANT/OR ANY OTHER UNDERGROUND UTILTIES
NOSHOWN
NOT OF RECORD OR NOT SHOWN ON THE
PW45.
CITY OF FORT WORTH
2. CONTRACTOR SHALL VERIFY HORIZONTAL AND
DENTON & WISE COUNTIES, TEXAS
VERTICAL LOCATIONS OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION.
3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY
LjAE14P.-fiN9,6R@. UA
- DISCREPANCIES.
6060 N- Cena& Expressway Ph- 469621 U10
4. SEE APPROVED DRAINAGE STUDY DS-24-0149
S2400
Gallas, Taxes 11206 FRN-F-1366
FOR COMPLETE DOWNSTREAM ASSESSMENT.
= 5. NO SAVED OR PROPOSED TREES ARE WITHIN THE
'RI BOUNDARY.
WA PROJECT ID
NT340-0037
CALCULATIONS-ULTIMATEC NDITIONS
NMbw CwcerNaNtl FMrr. CNannel¢etl Fl@W y
II\\ n T. II11AA\\ �r I P4
41N 4'��p0.166 prTRd65 I 0.1 0 0 I 11.49 0]9
DATE DEC 2024
4/.y1,�♦p ss DESIGN GRANTHAM
DRAWN BARLOW
MICHAEL C. ROE SCALE
I -`A Lip VERT. N/A
ar4A SHEET
OF 110VSHEETS
I
I
I
I
I
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LEGEND
-
- - - - - DRAINAGE DIVIDE
r
']
C
T PROPOSED STORM DRAIN SYSTEM
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
p
T
48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
A'
C
EXISTING STORM DRAIN SYSTEM
FORT WORTH WATER DEPARTMENT 1-B1]-392-4477
N a
ATMOS GAS 1-600E545-6005
I+7
FLOW DIRECTION
TXU ELECTRIC DELIVERY 1-800E711-9112
CHARTER COMMUNICATIONS 1-817-509-6272
Z
eSURFACE
DESIGNATION
DRAINAGE AREA
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234
8.80 ACREAGE
FOR OTHER FACILITIES WWW.TEXAS811.ORG OR 1-800-545-6005
Z
TA1 INLET NUMBER
GO
O
O DESIGN POINT
9
50 101 210 1
04
DRAINAGE DESIGN CRITERIA
w
RATIONAL METHOD
NOTES:
00
DESIGN FREQUENCY
1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES
SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE
S
IL
(A)CLOSED SYSTEM 5 YEAR
RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER
NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR
(B) CLOSED SYSTEM 100 YEAR
TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE
(C) OPEN CHANNEL 100 YEAR
ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN
AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR
aa
J
(D) 0 = CIA
NOT SHOWN ON THE PLANS.
W
0 - FLOW IN CUBIC FEET PER SECOND - CPS
2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS
CITY PROJECT NO. 105730 1
C - RUNOFF COEFFICIENTS
-ARSE RESIDENTIAL
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
RD 30X-283064-0200431-105730-E07685 Q
Of
CRE
STREET (ASPHALT, CONCRETE, & BRICK) 0.90
3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
W-3093
MAPSCO N0. 5D Of
UNIMPROVED AREAS = 0.30
I -INTENSITY IN INCHES PER HOUR
4. SEE APPROVED DRAINAGE STUDY DS-24-0149 FOR COMPLETE
FROM THE CRY OF FORT WORTH STORM DRAIN MANUPL
DOWNSIRE4M ASSESSMENT.
13 MIN Itm = 7.985.
A -DRAINAGE AREA INN
ACRES
AVR PROPOSED TR WITHIN THE WFMA NARY
O SAVED OR TREES ARE HE SBOUNDARY.
t
n ROUGHNESS COEFFICIENT
0.013 REINFORCED CONCRETE PIPE
H-,A,,-belGW.
0.015 REINFORCED CONCRETE BOX
Call before y-diq.
0.019 STREETS AND GUTTERS
BENCHMARKS:
I NCHMARK NO 1:
50UARE CUT WITH 'X' IN CENTER AT BACK OF CURB
3N SOUTH SIDE OF SAUNDA ROAD t 45' WEST OF
ANNSTAY WAY CENIERUNE. ELEV 752.6E
BENCHMARK NO 2:
WUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
40R1X OF THE PCCR OF SERRANO RIDGE AT
APPER FIOGE ROAD. ELEV 765.5E
URiilp�jf Af � ��f1rAFY-
'(AAA
P" •
DMINAGE AREA RUNOFF CA T, �II
(SS I100 I�YEAR Qim DESIGN INLET
AREA
10
(04 COEFF 1-1 - ANTECEDENT
3a0
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IRA UNw-1 ANTECEDENT 141 POINT NUMBER
1.24
16 9.24 Lm L6 10
I 1<
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I
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0.44 O.m a2fi 1Q0 l.m
0."n O.fi4 0./9 ]SO A% Lm
Lo 7.90 1m 3a 1 lc
9.Lm 20
21 0 >.98 Lm 3.9 1 ]D
DATE REVISION BY
1F
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I.
I. O.fi6 0. MG 4.Bfi 1.m
0.12 O.m a6 =a S)4 Lm
0.77 0.r,6 a11 ua ae6 vm
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2.5 7.1 vm 1G
DRAINAGE AREA MAP
1
119 am uo 4.e6 vm
vm a.e
ULTIMATE CONDITIONS
2A
1 20
S.m 0.6] 4.m Lm
I.0.67 256 �iil 4.% 1.m
iQ5 1: E. III 2 2A&2B
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Farr] Vella
SA
58
3.81 0.67 1% MOO 4.86 Lm
0.55 0.81 a45 la0 &74 l.m
124 1. Lm 14 1 IX -=I
16 9.24 Lm 4A 1 IX-5[
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Phase
SC
0..m O.m as4 10.0 74 I.m
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6A1
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1. 0.90 MO Lm 0.41 5.70 Lm
1so.m aal uo 4.e6
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L3 L. 3 IX-6C
x0 1 7.90 1m 11 3.3 3 IX-6B
CITY OF FORT WORTH
I 6B1
0.m o.m am uo ae6 1.m
im
im IX-60
a7al 1. Lm 0. 3
0
DENTON &WISE COUNTIES, TEXAS
m
Dm a6 n34 uD am 1m
1
16 1. 1m z7 3 IX-6F
A
ESE
0.73 0.66 0.45 ISO a86 Lm
23 7.90 Lm 3.6 3 IX-6G
lJA
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0.21 1. 0. 7a0 174 Lm
13 14 1m 12 3 IX-6G
mm No Central Expesow6y Phone 469.6210710
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0.18 O.m al6 LI.0 1.m
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G
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L.Sc.1 -IV
WA PROJECT ID
351 06 z35 ls.D 1.1
1,143&8 < 7cry7D
NT340-003]
M
a32 a67 z® M. 4.m
1 7m im
m '1 &(� ea
DATE: DEC 2024
88
9A
225 O6] 1. 3S0 4.86 Lm
6.94 0.30 Lm X3 382 Lm
13 1. Lm ]20 4 8C&BD
8.0 &42 L. ]3A 4 9A
r y, �A DESIGN: GRANTH M
.I
&52 O.m L56 215 I.m Lm
.4 6.H1 1�(�( 17.4 4 9A
y�AFA
y+ �j :•_•. V.
DRAWN: BARLOW
1 9B
2.j6
2 i
I la0 4 98&9C
1as 7.
im
MICHAEL C. ROE ytl
�
SCALE
m
�.li O6 ae M. 1' m
m v.e rv/ FSI 1f1a00PUIry
E
VERZ: 1' 100'
KRT. A
mi
OH O67�//�]1 n79 L5.0 a86 Lm
N/a OFFSI7ET0IXcw.xrvEL
14 290 Lm 24 112,
OY'
SHEET
GN1A
3.29 RA 296 MO I.Bfi 1.m
.4 1. Lm .6 3 IX.NLVERT1IL
t2'7020Ta
47
OF 110 SHEETS
I I TRIBUTARY CENTERLINE I // I �.� — — — — — —LEGEND NOTE: THE HOURS
R PRIG SHALL. EXCAVATING CONTACT THE FOLLOWING AT LEAST
46 HOURS PRIOR HA ONTACT IN THIS AREA:
DRAINAGE DNIDE FORT WORTH WATER DEPARTMENT 1-B17-392-4477
/ r ATMOS GAS 1-800-545-6005 N1
PROPOSED STORM DRAIN SYSTEM TXU ELECTRIC DEUVERY 1-800-711-9112 O
\\ I I 1ULTIMATE U0-YEAR 9 —_ CHARIER WORTH
TRAIIUTIONS 1-817-392-1234 O
/ ^� EXISTING STORM DRAIN SYSTEM FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81]-392-1234 1
1G FLW OODPN SURFACE FLOW DIRECTION FOR OTHER FACILITIES WWY/.TEXASBI I.ORG OR 1-800-545-6005 7
UTS. 1B SWALE 0.12 FLOODPIAIN
H
MORE INFORMATON \ ` JEASEMEM ACREAGE GNAION DRAINAGE AREA O
FUTURE IN_LEi
D ` _
'\ Z
INLET NUMBER m
-- 1M 1 i N
1 \ 2.21 38 DESIGN POINT
0.77 2 27 28 JO 31 J2 33 J }7
p 2 2C — NOTES: N
1 i 1F 23
10 BEL MARES_ REEF - 1 8. \ 41 I WEREE%I�AND LOCATION EF ORNDAGROUND PPROUTILITIES IMAT. NEI ON THE DRAWINGS
WE OBTAINEDFROM ENGINEER
SL RECORDS D ARE APPROXIMATE. E. NEITHER THEOWN ,L N
DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR N IU■ N
1OA 4 2 10 OS2 G CONSTRUCTION. THE COMRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONPRY
0.77 20 1 8 ] 6 4 2 1 — MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES Q
I 3.23 I 0.44 NOT OF RECORp OR NOT SHOWN ON THE PLANS. IL
19
C� 2. CONTRACTOR
SHALL IF1' HORIZONTAL
AND RTIUL LOCATIONS OF ALL EXISTING UTILITIES 0 50 100 200
f (I PRIOR TO CONSTRUCTION.
G 12 11 3 � �' � � � "' I 1 ` \\ 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
- 16 16 \ I q 2 \ 4. SEE APPROVED DRAINAGE STUDY DS-24-0149 FOR COMPLETE DOWNSTREAM ASSESSMENT. L,.I
C ,'13 9 \3 t5 i 17/ I 31 32 33 3 38 3] 38 9 40 \ 5. NO SAVED OR PROPOSED TREES ARE WITHIN THE SWRM BOUNDARY. J
30 \ RD PROJECT N0. 1-105
\ L 29 ` !3A } %�283064-0200431-105]30-EO]BBS Q
—
1-0 2A 19 28 TEXACO LANE _ - - 2.25 I- 4 MAPSOO K
_ _ MAPSCO N0. 5D of
W
26 / 4.32 29 30 31 32 33 3, 35 36 3] 38 /1}1' 40 1] I 5 \ G
A 4D 25
O
17 23 2J 9B Call UGf,m You TFiq.
18 / it
/ JI / _ I BENCHMARKS:
26
19 18 . \ / /
i "2' \\ // _-- -- ---_ 2.81 3ENCHMARK NO 1:
25 ' 30LARE CUT WITH 'X' IN CENTER AT BACK OF CURB
24 SD9 WESTERN SCALE A SOUTH SIDE OF SAUNDA ROAD S 45' WEST OF
4 SEE SHEET 63 FOR AN _ — NSTAY WAY CENTERLNE. ELEV 752.8E
27 8 MORE INFORMATION \\ JB
1� 3ENCHMMK NO 2:
d- 26 764 `(\ T i- —I OUME CUT WITH 'X' IN CENTER AT BACK OF CURB
I I -_- - VORTH OF 1GE RCCR OF SERRPNO RIDGE AT
6" 786 :OFFER RIDGE ROAD. ELEV ]fi5.5[
1 22 I 787 I l III FUTURE �TRiB TwE OF CONCENTRATION FLOWP,TH CALCULATONS ULTIMATE GNDITIONB II II
ll.l P4 I TERRA T
VELLA OrRHFM FIow. Tllulbw OanunlrMeE Flow. GlumNl[aE FTwrz IInM II
= I 7 z 4A i I - PHASE 3 II
JWlfJynJ 119 1f` 2z2'3 1^ 4B 1 IIpM B FLOTL.NMENIII
DN IIl III I TI -1 _DIMARI�THE OTONLE
3 PATH SEMAEL.nm ll ro.=GI4�A. Pb1I1
36 n+ zz„ pI mwTw pM . I v, m-Aro.I s;p' I .rE, p=el omrvu.a FIOe'so
IL v.A ITmm,ne
r'm=vcor�T'•vl . n.r
19 M1 1W 1 015 1 00151 22 21.wox
51 GAS WE�—_{�Mi
10 21`4 a,
AE III
REISION
18 BOUNDRY DRAINAGEARASUMMARY-ULTIMATECONDMONS
GE
14 CATCHMENT DRAINAGE AREA EA MAP TIME coAncENTuIIII 'OF
~ I_ 12 �II 16 I , PATH (SEE TABLES M ULTIMATE CONDITIONS
1S
--- ---^\- --
}V SD9 SOUTHERN SWPLE�II 2 �+ I- I-
I SEE SHEET 84 F - 17 11 MORE INFORMATION Terra Vella a 5.27 14 ' I
rhal
1J
A 1 8.52 1 1 1 1
I—
I - CITY OF FORT WORTH
x - zi a
5 8 ] 8 9 I I
s< DENTON &WISE COUNTIES TEXAS
Y/
a� _I
VA I
LJA
_ --___ _ -__ _ _. _. __. _._ _ -_1 1 6060 No�TEntr�a FEiSno.
pes y Phone 469.6210710
6u 400
S Gallas, Toxea i5206 FRN-F- ID
EA - - - SENDERA RANCH 1 1 WA PROJECT ID
EAST M340-003]
8 - - -'-- -- - -- - _ -- -- - - SD-B PHASE 20 a DATE: DEC 2024
Ga au asp
w au n5o
In TAT EaASD-5BR SEJDERA RANCH FAST 1 u av axawz 1 of r
,., SENDERI RANCH FIST PHASE 20 CPN.101922 .� DESIGN: GRANTHAN
o PHASE 20 1A I y Ufa,
y._s DRAWN: BAR.BAR.CPN. 101922
MICHAEL C,. ROE y SCALE
S E HORZ: 1' 100'
�H,(n��^.�,5`o�sf," PERT: N/A
I� //Er „'�i VS SHEET
48
q�-71 aT 11eR51 OF 11010 SHEETS
a-
,� SAS RBA
LAAIO'Yv ma.oss ,y�o�..(�gm,.� fm. (y.ai.Y ms
ffie�nyw &
NOIE: NO SAVED W PROPOSED TREES
ME WITHIN THE SWFMA POSED TREES
RN. ��
co..xmI
�
�tim EL
AAttI�
x�
11'
-
TERRA VELLA PN4SE 1
DRAINAGE FACILITY
EASEMENT'--
J
]
O.P.R.D.C.T.
'wil
Jl� I if] .2
I'vi
I&A
)/
f/jy JA ��11t'
jK
SDS SWALE PER TERM
VEIU PWSE 1. TO BE
MAINTAINED
smeWA!
aflI
®�
III lI Uf
All
"Ell
i4M
IA1
it 19: IN I10
IN
zb-
DURING
CONSTRUCTION
SIX 10+41.71 SDI= i
g
PAV STA 7+32.50 (18.50- LT) -
GEMSTONE INI-
CONNECT TO NI -ET
---- -- ---
\
-----------
- - - - - -
PAV STA 7+30.00 (18.50' LT)
GEMSTONE DRIVE
INSTALL - 1 10' CURB INLET
TC - 790.77 R - 788.02
STA 100+230.21 S.1 - - - -I-�-
'7•
` -- -
7V 766 ----
_
� -]BE -
- -
PAV STq
GEMSTONE DRIVE (/��,,
INSTALL 4' SO JUNCTION BOX `
PAV STA 7+W.00 (18.50' Rf11
GEMSTONE DRIVE
INSTALL - 1 10' CURB INLET
TC - 790.T M - 786.01
SEA I+18.50 IT ,A- PRIVATE STORM
PAV STA 7+32.50 (18.50' RE) WATER FACII-W
GEMSTONE DRIVE MAINTENANCE
CONNECT M INLET AGREEMENT
LAT �+pp 1 A 2+p0 LAT 1 B 2+00
810 810 805 8 m m
a gg;19
$�
805 MR R 805 800
EXISTING GROUNp .
800 800 795 O PIPE
NATURAL GROUND
O SWALE
e` EXISTING GROUND
O PIPE PROPOSED GRA E -
O PII E
s 795 795 790 i - -
PROPOSED GRADE
N O PIPE r
e I 100 YR HGL 1 1 E e 100 YR HGL 1 1
090 790 785 I
/ �L'T 1E`SWPLE
SEE SLET 62
E.
FOR P`N &
PROFILI
$ /85 / 785 780 Al
n' Tc= 15.0 MIN
To- 100 MIN Ciao= 3.3 CM
., O,m^ 26 CFS� 16 LF Q,u. 358 CFS
o� Qw 640 CFS 21• RCP S= 3. 4%
1.
nn 5-003R goo O 16.27R Vw 1:4 FPSg^m
s` Mom= 130 FPS n pW -m
Da o zFTn I; 780 775 o a
OKK it
o 775 4 775 770
805 805
8 00 800
795 795
790 790
785 785
780 780
775 775
rtlrl:
CENTERLINE CURVE DATA
STA 1+00.00 IT IS= CVQ DELTA RADIUS LENGTH �alORD;�-L
iTA 7+0{.]9MINSTAl16Y WYECONNECTION C1 2'33'25• 747.03' 33.34'S84733'3.34'I C2 11'O1'42" 600.00' 115.49' S79-41.12-W5.31'l
STA 1+69.23 LAT 1J-
PAY STA 11+00.{4 (53.62' LT)
GEMSTONE DRIVE
INSTALL 5' X 5' DROP INLET
THROAT = 786.37
STA 1+67.21 LAT 1J-
PAV STA 11+02.66 (53.66- LT)
STA 1+62.73 LAT 1J-
PAV STA 11+07.W (53.74- LT)
J I - = 03
0
II 0
STA 1+42.55 LAT 18-
PAV STA 10+29.63 (36.80' RT)
CRYSTAL STA 6+14- SD1=
STA 1+00.00 IXT 1J
pUARTZ INSTALL W WYE CONNECTION
GEMSTONE DRIVE
INSTALL W BEND
DRIVE PC SEA 6+32.28 501
STA 1+41.08 LAT IB-
PAV STA 10+29.59 (41.30' RT)
PAV VA 11+23.44 (0.00' )
GEMSTONE DRIVE
GEMSTONE DRIVE
CONNECT TO INLET
PE STA 6+63.61 SDI
STA 1+49.14 LAT 18a
PAV STA 10+29.59 (43.35' RE)
PAV SEA 10+90.10 (0.00' )
GEMSTONE DRIVE
GEMSTONE DRIVE
INSTALL 3' X 3' DROP INLET
THROAT 787.50
SD1
11+00 10 00
9+00 8+00
7+00
6+00
8.
w^
Marc
G
G�inb
805
0
N]
O
0
N O
Z
O
Z
m
O
0 20 40 80
N
W
Q
a
3
J
W
DY PROJECT N0. 105730 1
E
XO28308 4-0200431-105301-1057-E07885 Q
W-3093 K
MAPSCO NO. SO W
F
Ki-
Call Ucforc you dig.
BENCHMARKS-
3ENCHMARK NO 1:
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
)N SOUTH SIDE OF SALNDA ROAD 3 15' WEST OF
MINSTAY WAY CENTERLINE. ELEV 752.6E
3ENCHMARK NO 2:
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
JORTN OF THE PCCR OF SERRANO RIDGE AT
COPPER RIDGE ROAD. ELEV 765.SC
DATE _ REVISION BY
800 STORM DRAIN PLAN &
PROFILE
LAT IA & III & SDI
PROPOSED o RADE. 0 795
PIPE
EXISTING GROUND
terra Vella
Tc= 13.0 MIN
O PIPE Q+ro= 7.8 cm Pbase 2
On..= 17.5 CFS Q
S- H
v,..- 2s0.12R FPS
��-- 100 YR HGL N 790
L3J CITY OF FORT WORTH
~-J DENTON & WISE COUNTIES, TEXAS
- - - = 785
2119RCP_ - - - - REDUCING ♦- WA ETAlln9erin9. Inc.
ZJA
O 16.27R STOPPER IIII Ev11111 P11 MS 1010
Sale 00 ``nn `e
Diihij- 75266 FRN-F-1386
Ta= 10.0 MIN 1,41
Q,00^ 2.7 CFS 24" RCP Tc= ISJ A8 780 WA PROJECT ID
Ow= 84.0 LFS _ SII NT340-0037
Sr^ 0.03R Tc= 10.0 MIN. - Q- 1].5 CFS 19 LF q DATE: DEC 2024
Vim:= 13.1 FPS
DR - 0.2 FT omo- 5.3 CPS 5,= 0.12R az <V( rE1
C- 17.5 CFS V, 25 FPS 12" WL ... qS DESIGN: GRpNTHNI
S-O.OSR FL=]T/42 ® 3 5f
g c Vw 1.7 FPS $ ^ n $ +. _... DRAWN:BYdOW
^ x $ c 775 .................o.
MICMEL C ROE SCALE
P HORZ: I• = 40'
5 s .....
5oreENSE+f" VERT: SHEET 4•
3 1
2 �° zo= 52
770 of 1
10 SHEETS
WOTHW THE SWFWA BOROD QED TREES ARE agrpygv------
RiR/A
HA]ryyrAµNq
(q(
of 6V
f1l
STA 1+DOA0 IT 9A
INSTALL 60' WYE CONNECTION
0 20 40 80
0 IO" /°f
k��bu n47a
STA 1+18.74 UT 9A_
PAV 5)A 10+60.50 (14.50' LT)\
--,ryps
/l t nikrL„10
9r11
CONME�TINIET
SD9 WESTERN SHALE TO BE
HYDROSEEDED .0 MAINTAIN -^\\\\
=I Matt Vv
9sn6,111ET6Al is 4)a
M y�IL� 11W99yP��
PAV STA 10+58.00 (14.50' LT)
UNTIL 70% ESTABNSHED.
SEE SHEET 83
N m 90E��:
W =0.w.4
GANG STREET
INSTALL - 1 10' CURB INLET
YI TF
e.nelno Tnkxnss 1 Fram �Id4r47.1S
TC _ 773.80 R _ 789.05
PRIVATE STORM WATER FACRl1Y
MAINTENANCE AGREEMENT
111a.1-T`T�
/
PC STA 3+34.52 SD9
PAV STA 10+52.05 (0.00'
CANO STREET
785
780
775
9 770
a 265
08
0 760
755
oa 750
SHEET
sD95weM �t RNr 000333 loC EP,obcEv, i 9 � (\ t TW 51 t (]6 DRDI(UN 41 � I1Vaity Of Slatlon ��i 1
sD9 Swew t ]1 17 171 6T4 ]eeM 76655
SD9 Sw,Ye 1 51 N.) 4).8 834 )88.23 766.A3
SD]Svela t 47 17 78 14 ]1: 788 1SM 9w4b 1 3) N.) 4).B 634 )BS.BB 18 .
SD9fNxM t 27 N) 47.8 634 )8639 )88.31
SO9 n.4M t 1) lic4 To�A.r.a N7 4]e ]7e8.05 310 il0
STA 2+43.56SD9_
PAV STA 44+54.80 (32.40' LT)
E SIHEEf BEL MAR
INSTALL 45' BEND
FL000PLAIN EASEMENT
IGO YEAR ULTIMATE FLOODPNNN
�\\BEL MARES STREET STA 1+31.42 So9_
PAV STA 44+54.55 (144.55- LT)
II I &T 0 BEL MARES STREET
II�VV�IYY��I��(///����f�////'4NLSD10 INSTALL 45' BEND
STA 1+00.00 SD9_
PAV STA 44+71.88 (167.14' LT)
NBEL
MARES
ESTSTREET SLOPED
END HEADWALL
M1 SEE SHEET 101 FOR DETAIL
40 10' WIDE WCE �^ ^��\ \ 16
ACCESS RAAMPMP 0 15R AAO m \
MAX SLOPE
/ LAT
f / / 1 PUBLIC
FACILRY
3 I� !
MAX SLOPE
~T
1�
ti oo'4 moo')
'• /� ` BEGIN SWAIE\ \
65PUBLC DRAINAGE
FACIIJIY EASEMENT
STA 7+34.27 SD9_ 4 / INSTALL 21 SY TYPE
RN SwALL_ ORY RIPRAP (12' DEEP) \\ \\ \\ \
STA 0+00.00 SD9 WESTERN SWALE_ PT STA 4+13.25 SD9 WDH GEGTEXTILE FABRIC \
PAV STA 6+84.77 (51.00' LT) 5 PAV STA 9+73.31 (0.00') STA 2+74.05 SD9_ \\ \ \
GANG STREET GANO STREET - STA 44+34.35 (10.47' L \ \
INSTALL 5 X 5' DROP INLET 8 PAV STA 10+63.00 (14.50' RT) BEL NARES STREET \
THROAT _773.05 INSTALL 46 BEND \
GANG STREET
STA 7+15.77 SD9_ STA 2+84.52 SD9=
INSTALL - 1 10' CURB INLET _ \
PAV STA 6+84.67 (32.49' LT) TC = 773.77 FL = 769.02 1
GANG STREET STA 5+UU.U1 SD9= PAV STA S STREET
(0.00' )
INSTALL 45' BEND SIA STA 8 1 Sun= STV 1+16.74 LAT 9B_ BEL MARS STREET �-
SEA 8+70.78 SD9_ PAV STA 8+52.11 (0.02' RT) PAV STA 10+65.50 (14.50' RT) INSTALL 5' SO JUNCTION BOX
PAV STA 7+15.78 (0.00') GANG STREET CONO STREET STA 3+12.71 SD9_
GANG STREET INSTALL 5' SO JUNCTION BOX CONNECT 0 INLET SD(, STA 1+00.00 LAT 9B r
8+00 INSTALL 45' BEND 7+1 6+00 5+00 4+)0 J .•77 3+00 INSTALL 2 OQ E CONNECTION 1+10 0+00 /\
N m g
i T i 2 O m S azi� rzQi xG __ }
Tab i
7ASG =T�o m❑ Y=�
_ o o x8, a F� 3w
m� EXISTING GROUND m t a�pn m riz /
0PIPE X� m'nn b GGi'4rc m w
PROPOSED GRADE
O PIPE
1W YR XGL
TOP OF BANK
_ _ _ PROPO6ED RICHT TOP OF BANK
NATURAL GROUND O SWALE
SWALEl -EN 100 E
II. _. WATER SURFrE
NSTILL
CONCRETE _ \
COLLAR � 163 LF RCP O 0.80% � \
L 197 LP 42- RCP t 0.70% J \
11 200 LF 42' RCP O 0.50%
8' !ANT ry n� Tc_ 25.6 MIN 5F _ .. _ _ _ 100 LF \ �\
R� 64.99 O+m_ 70.3 CF5 48
TC= 24.3 MIN 8' h_ 25.9 MIN 1.40R
OioO_ 29.8 CFS Tc= 24.3 MIN FL_764 13 Ttr 25.3 MIN Qim= 83.8 CFS +
Oim= 29.6 CFS Otoo= 58.9 CFS Sr_ 0.49% Q,w_111.3 CFS pREA9 BA 8B. 9A & 1LA
Qw_ 84.2 CF$ V( 6.4 FPS INSTALL RIPRAP SLOPE_ 1.40%
Ow.=642 CFS OS- 7,.1 CPS 2.6 Fi 8 i62 6' WL D1 0.2.
Sm 0.09% 5,= 0.09R S= 0.32R F 62 95 FL_762. is 7c_ 25.f MIN �- 9.7 FPS PER PLAN 000= 83.6 <Fs
5.3 MIN
Va,_ 3.3 FPS VimIP 3.1. FPS Vw= 5.9 FPS 63j.63 JC:F$ - 0100_83.f CFS Dn 2.6 FT VI00 I(0.031- II TABLE
DP - 1.4 FT DP = 1.4 FT f680X FS GFS nu.v In r,srt,_ cF[ T.aic
Tc= 24.3 MIN �= D.3R Tc= 25.9 MIN
\ Otm= 29.6 CFS N W= 8.8 FPS/ Ns� 9.7 FPS O,m= 63.6 CFS
Qw= 642 CFS" TC_ 25.3 IN / N i FT Gw.=1134 CFS
Sr= 0.09R Q1m_ 56.9 CFS:L / Tc= 25.9 MIN � S= 9.7
N..._ 13. FPS Gw= 71.1 CPS 01m= -IS CFS V. 9.] FPS
DP 1.4 FT &_ OS Qyt` +n n w [�i .Am 120 2 CFS Dn = 2.6 FT
�^ S 0.34%
o m n v Pc 'T m r
m L ^ DP _ 2.5[Fi e
II 0 n +pzz r m m z�z pz3 p x .III n 6 6+
WWI klw'l•Z
(lpoa�
4)d 57d B (w 8.@
T4 "1 ]et 4SB sse
- 4A 5.2) 32)
4 I 4.� 55.26 623
3 5.
M
EARTHEN TRAPEZOIDAL SD9 SWAIE z
PRNATE DRAINAGE FACILRY EASEMENT
1.0' MINIMUM
NATURAL I�m FREEBOARD NATURAL z
GROUND 1 3 GROUND
I � t T2:112:Y
6' TOP SOIL
AND SEEDING � 6' TOP SOIL [V
REQUIRED. 12' AND SEEDING
L,1
SECTION A -A REQUIRED. Y)
MS
(SD9 SHALE) S
G00 _ 83.8 CFS 0_
S _ 1.40%
DP (0.050) _ SEE TABLE
V (0.035) _ SEE TABLE
3
w
CITY PROJECT NO. 105730 1
XRD O4-0200431-105730E0 -7685
28308Q
W-3093 K
MAPSCO NO. 5D W
K, ,A,. cs Uelow7
Call Uef-yoNUi(1.
BENCHMARKS:
BENCHMARK NO 1:
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
ON SOUTH SIDE OF SAUNDA ROAD 1 45' WEST OF
MAINSTAY WAY CENTERUNE. ELEV 752.8E
3ENCHMARK NO 2:
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
JORTH OF THE PCCR OF SERRANO RIDGE AT
'OT PPER 4DGE ROAD. ELN 765.5E
785
DATE REVISION BY
780 STORM DRAIN PLAN &
PROFILE
SD9
775
Terra Vella
Phase 2
770
CITY OF FORT WORTH
DENTON & WISE COUNTIES, TEXAS
765
® //AA��
6060NONZCj'hnVal ExprBess(way Phone 469710
W.400
Dallas.Texas 75206 FRN-F-1386
760
WA PROJECT ID
NT340-0037
DATE: DEC 2024
%IIII DESIGN: GRAVfHW
DRAWN: BYdOW
75�,
m$,�u1 MICHAEL SHALE
*99............. ....
HORZ: 1'- 40.
Gq
/c xs4°' VERT: 1- 4•
SHEET
750
OF 110USHEEIS