HomeMy WebLinkAboutContract 48030 DECEIVED
CITY SECRETARY
JUL 2 7 2016 CONTRACT HO,
CITY y E C
C[ZY CP #100120
SEGO
STORMWATER FACILITY
MAINTENANCE AGREEMENT
1
THIS AGREEMENT, made and entered into this day of) ,
by and between Crimson Ridge Land Partners, C,Aacting by and
through Bay Mountain Capital LLC, hereinafter referred to as "Landowner", and the City
of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as Two
36.686 acre tracts of land (73.372 acres total) located in Block 20 of the Shelby School
Land Survey, Abstract No. 1375, City of Fort Worth, Tarrant County, Texas according to
the deed to Crimson Ridge Land Partners, LLC, recorded in Instrument No. D214109111,
Official Public Records, Tarrant County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop 20.847 acres of
the Property according to the Site Plan/Subdivision Plan known as Stallion Pointe
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 Stormwater within
the confines of the Property; and
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on-site 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
Landowner, its successors and assigns, the location and dimensions of which is shown and
OFFICIAL RECORD
CITY SECRETARY
STORMWATER FACILITY MAINTENANCE AGREEMENT FT. WORTH, TX 1
Rev.12/29/2014
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on-site Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit`B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.12/29/2014
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, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
steps necessary to correct deficiencies identified in the inspection report and to
charge the costs of such repairs to the Landowner, its successors and assigns.
It is expressly understood and agreed that the City is under no obligation
to routinely maintain or repair said Facility, and in no event shall this
Agreement be construed to impose any such obligation on the City, such
obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.12/29/2014
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITITY 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
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage easement outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage easement,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100 year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
[SIGNATURE PAGE FOLLOWS]
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.12/29/2014
Executed thij�I' day o , 2016.
Landowner City of Fort Worth
CRIMSON RIDGE LAND PARTNERS, LLC,
a Texas Limited Liability Corporation
By: Bay Mountain Capital LLC, Jesus J. Chapa
Its;Manager Assistant City Manager
By: Dean Lontos, anager
Approved as to Form and Legality
Assistant City Attorney
A rah w- ( F F0
ATTEST
City Se t
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev.12/29/2014
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on by
Jesus J. Chapa, Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
C
4
Notary Public, State of Texas
STATE OF TEXAS
p O;PpV•P�B`,�/ LINDA M. HIRRLINGER
JO __, '•. S Notary Public, State of Texas
Comm. Expires 02-02-2018
COUNTY OF a� - 'F of t�.�'
Notary ID 12414474-6
Before me, the undersigned authority on this b day of
J v rA 4e- , 2016, personally appeared Dean L'ontos,
known to me to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that the same is the act of Crimson Ridge Land Partners, LLC, and
that he/she executed the same as Manager of Bay Mountain Capital LLC and as the act of
such Crimson Ridge Land Partners, LLC, and for the purposes and consideration
expressed in the foregoing instrument.
DANIE7n7 DE ROJAS
Wotory Puof Texos sc;i;n Exp!res� otary Public, of Texas
Iv1oy 31, 2017
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH,U
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev.12129/2014
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev.12/29/2014
EXHIBIT "A"
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tO VOL 388-165 PG. 64 248 13 8B
P.R.T.C.T.
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I 10' MAINTENANCE a m
EASEMENT J W M a I 79 ►� INST. No. D21 41 091 1 1
W VOL. 388-165, PG. 64 m r 10.0p, v O.P.R.T.C.T.
P.R.T.C.T. a`,
15' TEMPORARY 7A V
DRAINAGE EASEMENT
VOL 388-165 PG. 64
P.R.T.C.T. - I Q� 3 6B
EVERMAN INDEPENDENT ^� I I * L E G E N
o SCHOOL DISTRICT
a INST. No. D207236624 ?� 6A CM CONTROLLING MONUMENT
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In P.R.T.C.T. DRAINAGE EASEMENT
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N I 1000, �79
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APPROXIMATE LOCATION 20A /
�1 50' LONE STAR GAS
N COMPANY EASEMENT /� v CRIMSON RIDGE
o VOL 653, PG. 216 ( ' $ SECTION ONE
p VOL 3391, PG. 327 198 VOL. 388-165, PG. 64
QD.R.T.C.T. O P.R.T.C.T.
WN
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N 1/2- IRF (CM)
g S1 s 31'44"w
CD 88.56' V --4?7,
PLACE OF \ _
a BEGINNING CRIMSON RIDGE
N VAIRIABLE VADTH P M LAND PARTNERS, LLC a
N ORAIRAGE EASEWE eT / / INST. No. D214109111—,,)
o BY SEPAL 1E PISTRUMENT
Z
FORT WORTH rte"
a FV- DATE BY DESCRIPTION CHK. CRIMSON RIDGE LAND PARTNERS. LLC
V//A SURVEYOR PREPARING THIS EXHIBIT: VAR I ABLE WIDTH DRAINAGE EASEMENT
QWIER & ASSOCIATES, INC. CITY of FORT WORTH, TARRANT COUNTY, TEXAS
o DRAWN BY.JLV DATE 02-26-2016 DWG. NO. REV-
In 2201 LAMM BLVD., SUITE 200E ARLINGTON, TEXAS 76006 METRO (817)467-7700
Texas Firm Registration No. F-2776 www.WierAssociates.com CHECKED BY: DATE 02-23-2016
Texas Board of Land Surveying Registration No. 10033900 -SCALE- 1'-IDO' APP_- 1 OF 4
E HIBiT "A"
EASEMENT LINE TABLE
LINE BEARING DIST
L1 N732546"W 35.00'
oL2 S1631'44"W 75.540
o L3 N737730"W 88.30'
ri
o L4 N6529'20"W 49.60'
m
z L5 N6375'16"W 50.90'
w L6 N66 36 56"W 50.85'
a
�! L7 N68'S3'04 0W 50.60'
w L8 N714228"W 54.32'
L9 N76V5'35 0W 61.36'
L10 N79 29'08"W 61.54'
m
o L l l N81 42'08"W 71.93'
aL12 S0021'05"E 146.26'
} L13 5897028"W 125.04'
m
c L14 N003932"W 267.00'
aL15 N52'57'21"E 56.60'
2 L16 N507635"E 10309'
a
L17 S6830'06"E 253.50'
'D L18 S7378'16 0E 197.34'
m
N L19 N1631'44"E 120.67'
N L20 S7328'16"E 151.28'
o L21 S16 31'44"W 185.60'
o L22 57375'46"E 35.00'
L23 S163144"W 55.00'
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FORT NORTH
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a FCEV, DATE BY DESCRIPTION CHK. CRIMSON RIDGE LAND PARTNERS, LLC
SURVEYOR PREPARING THIS EXHIBrr: VAR I ABLE WIDTH DRAINAGE EASEMENT
WIER & ASSOCIATES, INC. CITY of FORT WORTH, TARRANT COUNTY, TEXAS
O DRAWN BY.&V DAIS 02-26-2016 DWG, NO, REV-
LO 2201 IAMAAR BLVD., SUITE 200E ARLINGTON, TEXAS 76006 METRO (817)467-7700
Texas Firm Registration No. F-2776 www.VVierksociates.com CHECKED BY: DATE -26-2016
< Texas Board of Land Surveying Registration No. 10033900 SCALE.N/A JAPpin2 OF 4
EXHIBIT "A"
FIELD NOTES — DESCRIPTION
VARIABLE WIDTH DRAINAGE EASEMENT
BEING A TRACT OF LAND LOCATED IN BLOCK 20 OF THE SHELBY COUNTY SCHOOL LAND SURVEY,
ABSTRACT No. 1375, TARRANT COUNTY, TEXAS, BEING A PORTION OF A TRACT OF LAND DESCRIBED
IN A DEED TO CRIMSON RIDGE LAND PARTNERS, LLC RECORDED IN INSTRUMENT NUMBER
D214109111, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T.), BEING A PORTION
OF BLOCKS 13, 14, AND 16, CRIMSON RIDGE SECTION ONE, AN ADDITION TO THE CITY OF FORT
3 WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-165, PAGE
° 64, PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.), AND BEING MORE PARTICULARLY
o DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
�i
0
u') BEGINNING AT A POINT IN THE EAST LINE OF SAID BLOCK 13, FROM WHICH A 1/2" IRON ROD
i FOUND WITH A CAP STAMPED "WIER & ASSOC INC" BEARS SOUTH 16'31'44" WEST, A DISTANCE OF
Z 88.56 FEET, SAID IRON ROD BEING IN THE EAST LINE OF SAID BLOCK 13 AND IN THE NORTH LINE
w OF A TRACT OF LAND DESCRIBED IN A DEED TO EVERMAN INDEPENDENT SCHOOL DISTRICT RECORDED
° IN INSTRUMENT NUMBER D207236624, O.P.R.T.C.T.;
w THENCE NORTH 73'25'46" WEST, DEPARTING THE EAST LINE OF SAID BLOCK 13, A DISTANCE OF
35.00 FEET TO A POINT;
IZ THENCE SOUTH 16'31'44" WEST, PARALLEL TO AND 35.00 FEET NORTHWESTERLY FROM THE EAST
c LINE OF SAID BLOCK 13, A DISTANCE OF 75.54 FEET TO A POINT;
J
Z
THENCE PARALLEL TO AND 10.00 FEET NORTHEASTERLY FROM THE NORTH LINE OF SAID EVERMAN
a
SCHOOL DISTRICT TRACT AS FOLLOWS:
a
m 1) NORTH 73'27'30" WEST, A DISTANCE OF 88.30 FEET TO A POINT;
2) NORTH 65'29'20" WEST, A DISTANCE OF 49.60 FEET TO A POINT;
a
cf) 3) NORTH 63'15'16" WEST, A DISTANCE OF 50.90 FEET TO A POINT;
m
a. 4) NORTH 66'36'56" WEST, A DISTANCE OF 50.85 FEET TO A POINT;
5) NORTH 68'53'04" WEST, A DISTANCE OF 50.60 FEET TO A POINT;
N 6) NORTH 71'42'28" WEST, A DISTANCE OF 54.32 FEET TO A POINT;
1 7) NORTH 76'05'35" WEST, A DISTANCE OF 61.36 FEET TO A POINT;
0
0 8) NORTH 79'29'08" WEST, A DISTANCE OF 61.54 FEET TO A POINT;
N9) NORTH 81'42'08" WEST, A DISTANCE OF 71.93 FEET TO A POINT;
a THENCE SOUTH 00'21'05" EAST, PARALLEL TO AND 10.00 FEET EASTERLY FROM A WEST LINE OF
J SAID EVERMAN SCHOOL DISTRICT TRACT, A DISTANCE OF 146.26 FEET TO A POINT;
(0
0
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1
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FORT WORTH
a REV. DATE BY DESCRIPTION CHIC CRIMSON RIDGE LAND PARTNERS, LLC
SURVEYOR PREPARING THIS EXHIBIT: VAR I ABLE WIDTH DRAINAGE EASEMENT
M IAL WIEA & ASSOCIATES, INC. CRY OF FORT WORTH, TARRANT COUNTY, TEXAS
p DRAWN BY.JLV DAM-02-26-2016 DWG- NCO, REV,
2201 LAMAR BLVD., SUITE 200E ARUNGTON, TEXAS 76006 METRO (817)467-7700
Texas Firm Registration No. F-2776 www.WierAssociates.com CHECKED BY: DATE.027a$--2016 3 OF 4
Bc
Texas Board of Land Surveying Registration No. 10033900 SCALE.N/A APP.: tol
EXHIBIT "A"
FIELD NOTES - DESCRIPTION
VARIABLE WIDTH DRAINAGE EASEMENT
THENCE SOUTH 89.20'28" WEST, PARALLEL TO AND 10.00 FEET NORTHERLY FROM A NORTH LINE OF
SAID EVERMAN SCHOOL DISTRICT TRACT, A DISTANCE OF 125.04 FEET TO A POINT;
THENCE NORTH 00`39'32" WEST, PARALLEL TO AND 25.00 FEET EASTERLY FROM THE EAST LINE OF
3 LOTS 25A THROUGH 28A OF SAID BLOCK 14, A DISTANCE OF 267.00 FEET TO A POINT;
0
o THENCE NORTH 5757'21" EAST, A DISTANCE OF 56.60 FEET TO A POINT;
ri
0
THENCE NORTH 50'26'35" EAST, A DISTANCE OF 103.09 FEET TO A POINT;
r-
THENCE SOUTH 68.30'06" EAST, A DISTANCE OF 253.50 FEET TO A POINT;
W
° THENCE SOUTH 73.28'16" EAST, A DISTANCE OF 197.34 FEET TO A POINT;
w THENCE NORTH 16.31'44" EAST, A DISTANCE OF 120.67 FEET TO A POINT;
THENCE SOUTH 73'28'16" EAST, A DISTANCE OF 151.28 FEET TO A POINT;
J THENCE SOUTH 16'31'44" WEST, PARALLEL TO AND 35.00 FEET NORTHWESTERLY FROM THE EAST
a LINE OF SAID BLOCK 13, A DISTANCE OF 185.60 FEET TO A POINT;
a=
a THENCE SOUTH 73.25'46" EAST, A DISTANCE OF 35.00 FEET TO A POINT IN THE EAST LINE OF SAID
BLOCK 13;
m
o THENCE SOUTH 16.31'44" WEST, ALONG THE EAST LINE OF SAID BLOCK 13, A DISTANCE OF 55.00
FEET TO THE PLACE OF BEGINNING AND CONTAINING 3.776 ACRES (164,496 SQUARE FEET) OF LAND,
cn MORE OR LESS.
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0 AARON L URWGFELLOW
6 373
< 9• • esS1••:
m NOTES fj•••..... ,
g (1) ALL BEARINGS SHOWN HEREON ARE CORRELATED TO THE TEXAS STATE PLANE
COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD OF 1983, AS DERIVED BY FIELD
OBSERVATIONS UTILIZING THE RTK NETWORK ADMINISTRATED BY WESTERN DATA SYSTEMS. L
(2) THIS EXHIBIT WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE COMMITMENT.✓
0
N (3) THIS SURVEY WAS MADE ON THE GROUND JANUARY 5. 2016 UNDER THE DIRECT
I SUPERVISION OF AARON L STRINGFELLOW, R.P.LS. NO. 6373.
M
N (4) REFER TO THE ACCOMPANYING FIELD NOTES ATTACHED HERETO AND MADE A PART
N THERFOF.
O
z
FORT WORTH
a Rf�+. DATE BY DESCRIPTION CHK. CRIMSON RIDGE LAND PARTNERS. LLC
SURVEYOR PREPARING THIS EXHIBIT: VARIABLE WIDTH DRAINAGE EASEMENT
WE A WIER & ASSOCIATES, INC.
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
o DRAWN BY.JLV DATE 02-26-2018 DWG_ NO. REV,
90 2201 LAW BLVD., SUITE 200E ARLINGTON, TDZAS 76006 MEW (817)467-7700
Texas Firm Registration No. F-2776 www.WierAssociates.com CHECKED BY DATE 04-26-2016]
# Texas Board of Land Surveying Registration No. 10033900 NSA , 4 OF 4
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!R Q D� r
REVISIONS
/ Na Q nE90oPnoN DATE
1 Q
�7 35'WOE
�p /• PUB�1C 2 Q
co // DRAINAGE -- /� 3 Q w
e� A4.EASEMENT - FG 665.44 .
- CAUTION
FG 665.78 / EXISTING UTILITIES ARE INDICATED ON THE PLANS FROM
10'WIDE AVAILABLE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF
SEE SHEET 40 FOR I 66�' THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES.
5.00 %- CONIC. CHANNEL I FG 662.97 TO NOTIFY ALL UTILITY COMPANIES OF THE CONTRACTORS
U.3, PUBLIC to OPERATIONS, TO PROTECT ALL UTLITES FROM DAMAGE,
DRAINAGE I r° TO REPAIR ALL UTILITIES DAMAGED DUE TO THE CONTRACTORS
INSTALL 128 BY OF -EASEMENT FG 661 07 OPERATIONS, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL
" GROUTED ROCK CP• 'p s .--.. CONFLICTS OF THE WORK WITH EXISTING UTILITIES.
/ RIP-RAP. 8' NOMINAL -- FG 662 96 1
/ DIA. 12' MAXIMUM DIA. FG 6 .06 v\
/ r•. IS' THICK INSTALL _ k
/ WOVEN FILTER FABRIC -�
BENEATH RIP-RAP I a
FL 658.51 10'WIDE BERM/ ( I E0 20 40
P El FV.CCESS 1057 MAINTENANCE ACCESS
(TOP ELEV.=663.10) N
ALL WORK WITHIN ATMOS EASEMENT RAMP INSET X
SHALL NOTIFY ATMOS OF ENCROACHMENT NOTE SEE SHEET 40
ONLY APPROVED EOUIPMENT SHALL BE FOR SECTION VIEWS. o
PERMITTED WITHIN ATMOS EASEMENT
CRIMSON RIDGE
LAND PARTNERS, LLC
o • INST. No.D214109111
/ I I CAUTION I I I O.P.R.T.c.L
EXOTING LONE STAR
(ATMOS I CON� 08HALL LOCATE a
HORIZONTALLY B VERTICALLY
PRIOR TO C016TRtICTpN / w
ti 658
MERGE CHANNEL SECTION INTO OF
EXISTING NATURAL LOW WHERE Atf"
656 _ CONVEYANCE OF EXISTING � *,�
RUNOFF NATURALLY OCCURS JACOB H.FEARS
9375 j p?
CONSTRUCT WNGWALLS WITH�� \- 3
s 6 .• w
/ HEADWALL AND 45'WIDE PUBLIC >
2-STRAIGHT WINGWALLS / DRAINAGE CONSTRUCTION NOTES
• EASEMENT
FOR OUTFALL STRUCTURE '
/ (SEE DETAILED VIEW �-
/ ��fd SHEET 41) w
7`
THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 411 HOURS PRIOR 10 C1
EXCAVATWG AT EACH LOCATOR: oC
AT&T 1-800-878-8711
FORT WORTH WATER DEPT.-FELD OPERATIONS(817)871-8298
DETENTION VOLUME CALCULATIONS FGRT WORTH ER Y- (MATH e7A-1400
ATMOS ENERGY-JAY 817)MATHIS 8 214)263-4523
DRAINAGE AREAS A-1,A•2,A-3,8 A� 1 Yr 10 Yr 100 Yr ONCOR GAS d:ELECTRIC(817) t5-0214
R/WUAL) Tarrant County"a"Rainfall Factor Table 1.16 95.835 203.930 322.070 �TELEPHONE(a�23339 tae e
Tarrant County"b"Rainfall Factor Table 1.18 13.425 21.090 24.388 CHARTER COMM. (817)509-8272 EXT.3363
C. 0.37 0.37 0.37 ALL OTHER FACILITIES 1-500-DIG-TESS
6(20 min) 2.82 4.83 7.05 HORIZONTAL&VERTICAL CONTROL �Cid
A.Ac 20.93 20.93 20.93 CONTROL POINT/1 CONTROL POINT/2 CONTROL POINT/3 u.{
Q. lct'a) 21.8 37.4 54.8 ,X.-CUT 'X-CUT BC PK NAIL E
N: 6811536.19 N: 5911521.51 N: 5910304.99 z
C(Developed) 0.69 0.69 0.69 E 23431BZ61 E 2342489.84 E 2342095.22
0 50 100 150 115 min 3.32 5.53 7.98 1 ELEV. 857.24 ELFV: 662.25 ELEV. 666.53 0
A(Developed) 20.55 20.55 20.55 OOE/jam K-A'=
D cis-Undetalned 47.1 78A 113.2 Cl/Y PROUELT/100/20 M4PSW NO, 106-P �7
Td=2CAab/Oaliow s s b 27.4 36.0 39.5 7PW ]CXXX-X%7=-XXXXXXXXXXXX f>7
HATER PAOUECT/59601-5310330-0600430-100120-001560
T• Id 2.33 3.49 4.95 SEINER PROJECT/5960 7-53 1 03 50-0700 470-1 00 120-00 1550 d
V,. (it'T)=60[CAa-(2CAabQ f'+(0J2)(b-411 26943 52177 80146 Aw NO. XXXX-XXX
PIN 1.77 3.45 5.43 TRANSPORTATION AND PUBLIC WORKS �
Ptd 1.06 2.09 3.26 TRANSPORTATION PROGRAMMING w
-- - - Vmn ft =V..s.,"P1w/Ptd 44805 85939 133633 &CAPITAL PROJECTS DIVISION
_- ------- Vn,.,(Ac-Ft) 1.03 1.97 3.07 3
0 9: WIM WIER PREPARED& ASS9Y:CCIATES4 INC.
--- 1) Intensity for eAsting conditions(6)is based on the longest time of concentration for the ENGINEERS SURVEYORS LAND PLANNERS
-- -- e)dstinlg watershed(A-2 8.Ate). 2201 E LAW BLVD.RITE 200E AWl1IG10N,TEIAS 76WM METRO(817)161-7790 W
---------- ------ 2) Intensity for the proposed conditions(I)is based on the longest time of Concentration Teae Firm ll," ion Ns.F-2770 --VwAw0d9hiaom H
with travel time through the storm drain system(12.7 minutes through SD Line A)+ ,Z
---- - the travel tine through the detention pond to the outlet structure(2.3 minutes at STALLION POINTE 0
12.7 min.+2.3 chin.•15 minutes
----------- ------- 3) Drainage Areas included in developed condition for detention pond sizing are A-1 thru 'Z
- - B-1 and B•2.2 thru F-1.Drainage Area B-2.1 is considered pass through flow and is i S WM DETENTION POND PLAN
- r�
only included in the 04181t sizing determination,not the pond sizing CakaAation; W
- -- - Drainage Area F-2 and 0.1 Ovu 0-3 do not pass through the pond and are also rot
considered in the sizing calculation.
DESI GNED: BMW SCALE DATE 2/26/2016 SHEET [-•�
DRAWN: JPR 1 =50' WA No: 15003.01 1 39 OF 57
p
FF 667.00
.........
ov
ff
. .......SEE DETAIL
LSE 74;SC6Pi;i
HEADWALL SHEET,40 . FL
FF=666.50 LOPIAG HEAD ALL
SET, P-PD) RF
to $LOPlfG WALL "Of DW
F 665. It
W(
6'WIDE
CONC. FLUME
(TO
:DRAINAGE Al
U)
U) Pf Of
:LOT, I BLOCS
2 1 10'WIDE BERM/ ile
MAINT. ACCESS
I TOP ELEV.=663.101
EVERMAN INDEPENDENT Sg
SCHOOL DISTRICT INSTALL 7'X5'OUTLE
.. ......... ........................INST.No.D207236624 STRUCTURE WITH
O.P.R.T.C.T. STRAIGHT WINGWALLS
(SEE DETAILED VIEW
CONSTRUCT PARK
SHEETS 41 8 511 WINGWALLS WITH
Ai
WALL AND
30'WIDE 100 YR F2--STRAIGHT WING'
46511, EMERGENCY SPILLWAY FOR OUTFALL STF
(TOP ELEV.=661.10, INSTALL 24 LF (SEE DETAILED VII
SEE DETAILED VIEW OF 5'x 2'BOX SHEET 411
SHEET 41) CULVERT 0 0.3% 3P
..........
POND VOLUME CALCULATIONS
ELEVATION AREA AREA INCREMENTAL CUMULATIVE RJE-RAP CALCULATIONS MAXIMUM TAIL WATER
VOLUME VOLUME
($F) (AC) (AC-FT) (AC-Fn
0.00-- 0.000 0- 0 V- 9.7 f * EQUIV. Do - 2.5';(FROM FIG. 4.2 ISWM TECHNICAL MANUAL)
656.00 -- 3ps.
-�l 21 0.002 0.00 0.00 deo- 0. : USE 0,67'
31,749.12 0.729 0026 0.26
IR 58,&-4.50 1.351 077 1.03 MIN IYR VOLUME dmAx - 1.5 (daq)- LIL
600.00 $7.661.49 1.553 1.12 1,37 DEPTH - 1.5dmAx -
660.35 76,132.97 1.748 0.60 197 MIN IOYR VOLUME Las 20% W - 10.5'
Ij 860.94 88,W6.71 2.059 1.70 307 MIN IOOYR VOLUME
(Ji 681.00 1 91.013.6 2.089 1.81 319
11 10D 62182 1.11 1 2.30 519
853.00 2 517.64 2,838 1 so
USINOTHE TRAPEZDVALAREA METJOD,THE INCREMENTAL VOLUME- OUTLET STRUCTURE DESIGN 0 50 100
(10)(Al-A2•SCATI(Ai)(A2)))4EUEV 2-ELEV 1)
Al 5 THE PREVIOUS AREA AND A26 THE CURRENT QwmR=CL
pm AREA FOR THE CURREKrVOLUME
WHERE C=3.32
L=WIDTH OF OPENING IN FT.
H=HEIGHT OF WSE ABOVE IL
DETENTION POND VOLUME OUTLET STRUCTURE
--------------------------------
0 .7 -------------
ELEV.-661.60
FLFV 661 - -----------
IOYRVAE-146045
mom ELEV.-660.00 ......
3.
0
ELEV.-657.90
-7 -.11v 77-7 '777--------------
FWW(CF14
4)X ,?Ilf A
-PdOO --11 v9Mtz-x NOWOOV Rom Nomm'll9l%Ang'lIM3AS3SCkL XMl 3AOMdW 11}MJMtWV'HDVW"a'WAVj.m9g.MVM 91NIOdNOITIVIS
R
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e ^ BM�� cgs o /
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i
MLM'MAVfMMiM 13WI 10ld OW 10'fM-0=039 MVWW MM OI 31l tlWM' ¢i M OM 00111 NW/an MO Wye�¢ilMlld
REVISIONS
nap DESCIPTIDN DAIE
p
2 p
0.58' 1 6' AMAX. 8
100-YR W.S.E.
3' 3'
10' II' 7' 8' 7' b'
SECTION 52-02 3.000 P.S.I.CONCRETE ADD-25.0 CFS
PUBLIC CHANNEL SECTION REINFORCED WIDTH 113 V-4.19 FPS
BARS O 12' C/C BOTH S-0.5%
N.T.S. WAYS
RIDGE SHALL NEVER BE
BELOW RFV.=663.00
(TOP OF DETENTION POND)
3.0000 P.S.I..S.I..CONCRETE Ckm 2
S.] N
FPS
*•� BARS O 12' C/C BOTH S 0.510. x
WAY
1.21'OF 2%MAX. 4 O
3.7 FREEBOARD 0.79' ��UP� ! k 2
Im
Q
= 111
4' z
O
rn
10' 10.5' 6' 9' 7.S' 10'
SECTION B3-B3 VARES
PUBLIC CHANNEL SECTION U
a�
N.T.S. IEEE OF la
S ;uGOe INS��
R7
TOP OF BERM (105376 (.
L O
= fa]
2.0' 1.41' 6'CONCRETE
FL 661.10 SECTION CONSTRUCTION NOTES '
3.000 P.S.1. CONCRETE-/
REINFORCED WIDTH 03 SECTION D-D THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO
BARS 0 18• C/C BOTH PUBLIC EMERGENCY SPILLWAY CLNve EXCAVATING AT EACH LOCATION:
WAYS - 3001.41" a
N.T.G.M76 0-150.6 CF9 AT&T 1-600-878-8711
FORT NORTH WATER DEPT.-FIELD OPERATIONS(817)671-82106
(FULLY URBANIZED 150.6 CFS I FORT NORTH TBPW (81n 671-6100
- ATMOS ENERGY-JAY MA1HS(2 14)263-4523
ONCOR OAS k!7 CTWC(617)215-6214
TXU ENERGY 1-600-233-2133
SEC TE].EPHONE(817)336-6819
CHARTER COMM. (517)509-6272 EXT.3363
ALL OTHER FACILITIES 1-800-OCrTESS
TXDOT SLOPNC HEADWALL ? HORIZONTAL&VERTICAL CONTROL
(SET P-PD)W/INTEGRAL lid
6• CURB ,q, :;uG. CONTROL POINT/1 CONTROL POINT 02 CONTROL POINT/3 Oj
— - Off''• 'X'-CUT 'X'-CUT BC PK NAIL
�F_W.�N� N: 6911635.19 N: 5911621.51 N: 6910304.99
A 11 E 2343162.61 E 2342469.64 E 2342095.22
v EUEV: 607.24 ELFF. 662.25 ELEV: 666.53
DOE jA70IX K-XXXX O
� LTPY/IY Y PPRRQOJ/EECCT T j/100120 Y4PS00 NO. 106-P
-Xcooa_Xcc00 )0000r t�, cO U
a
\,y. WATER PROJECT/59601-5Ji1U50-06oOI30-100120-0015W
SEWER PROECT/59807-5310330-07004.70-100120-001380 w
Nib AW NO. XXXX-XXX
2ERMAIENT EROSION \ I V
TRANSPORTATION AND PUBLIC WORKS
YPICAL 130TH CONTROL
gp�) TRANSPORTATION PROGRAMMING
&CAPITAL PROJECTS DIVISION
PRED sr: FF3
30' HDPE ���� WIER t PAREASSOCIATES, INC.
ENGINEERS 6URVEYDRi LAND PLANNER•
/ 2201 E I:YIMR a10.SIRIE 200E ARIl1G10N.TEXAS 76m6 METRO(817)167-7700 lJa
TRANSITION TO NO CURB Tml Rm 7a.yyaeT Iln F-iT76 w..11heilMaaan F"'
r STALLION POINTE a
'V' FLUME IN POND z
(caNCRETE) °
iSWM DRAINAGE SECTIONS
PRIVATE SD LINE 'A' SLOPING HEADWALL DETAIL
N.T.S. DESIGNED: BMW i SCALE: DATE: 2/29/2016 SHEET [�
DRAWN: .NPR N/A wA N-: 15003.01 40 OF 57
►� hills
0
4'WIDE X53 5/
CONCRETE J�
FLUME \5\ I f
�qR
•
3.000 P.S.I. CONCRETE
RENFORCED WIDTH 113
BARS O 12' C/C 130TH SECTION A-A
WAYS PRIVATE CONCRETE FLUME
lo' II'
N.T.S.
FF=666.00
FF 666 2% 5V
5% q 1.2'OF 0.29'
�A�.. FREEBOARD p� q,1l
100-YR W.S.E.
i
2' 2'
10' 6' 8' 8' 10'
3,000 P.S.I. CONCRETE Opp=7.1 CFS
REINFORCED WIDTH M3 V-2.67 FPS
BARS O 12 C/C BOTH SECTION BI-BI S-0.5%
WAYS PUBLIC CHANNEL SECTION b' 10.5
N.T.S.
a
100-YR W.S.E. =661.04
6'WIDE
o s, CONCRETE
le / FLUME s
I.0%MIN.
S
o S
g 3,000 P.S.I.CO
3,000 P.S.I.CONCRETE REINFORCED WDT
REINFORCED WIDTH 03 BARS O 18' C/C
SECTION C-C BARS O 12' C/C BOTH WAYS
PUBLIC CONCRETE FLUME N DETENTION POND WAYS
N.T.S.
3.000 P.S.I. CONCRETE
REINFORCED WIDTH Y3
10' BARS O 16' C/C BOTH
OF FREEBOARD WAYS
°v — ——--- - T—GROUND g,\ / (SE'
I.B' 100-YR W.S.E. — -
0.78'
a
m 0oo-63.4 CFS
q V=3.83 FPS
7.5' S=0.3%
n=0.015
SECTION E-E PERMANENT EROSION
PUBLIC CONCRETE CHANNEL SECTION CONTROL MAT
g N.T.S. (TYPICAL BOTH SIDES)
0
N ,
N EXIST GROUND N Ago 100-YR W.S.E. /
N
N 10' 12' 10'
am;.63.4
SECTION F-F
n PUINX VEGETATED CH04 EL SECTION S:09 E I
N.T.S. n-0.050 (fa WSE ENvaflon 1
n=0.035 (for Voloclfy Check 1
Cyr . 77//F/#
#304 •M 99#EZ-X NOLLIOOV3041NNOSWMJ'M91X DM9'IJA'IHAW360.LSIWdwgAOMaGJHDIIL'47LISV`dOYNIVMO'ONIAVddaM9SVMVM RI IIOdNOMVIS
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Z 8 n.
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a j 11 F X U
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i � 1 i o � `�'" �. I �►� q p III T�.
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REVISIONS
L'Eli DESCRIPTION GATE
-------------- --\
Lu
658
. ..1 657 EARTHEN CHANNEL
03.3Z FOR 50 L.F.,
TOEW L THEN CONTINUES 0
2+00 0.5Z
-7
65
658 1
I
I. 659
-- ----------
T. I I CAUTION I I I
EXISTINIG LONE STAR
GAS(ATMOS I PIPELINE
TALL =Z SHALL LOCATE
Y
VEW PRIOR TO CONSTRUCTION TEALLY
fr
U.
15 (SEE SECTION E-E
ON SHEET 40) 660 OF
STA
1+ .80
RET CHANNEL 0 0.3% 6 57111,'il i u
EARTHEN CHANNEL JACOB H.FEARS
0 3.3Z M7;
"IF
4.S' TOEWAL L CONSTRUCTION NOTES
(SEE SEMON F-F-J
ON SHEET 40)
D AND
T UTILIZING 30 —EXIST. 12' GAS
1)B TTOM OF T.O.P. -653.0;k
I. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST a Hams PRIOR TO >
u '0' RING EXCAVATING AT EACH LOCATION:
1 16501 AT&T 1-800-878-8711
FORT WORTH WATER DEPT.-FIELD OPERATIONS(817)671-SM
FORT WORTH UPW DEPT.)-FIELD
1+50 2+00 ATMOS ENERGY-JAY MATIAS(214)263--4523
ONCOR W&ELECTRIC(817)215-6214
ME VEW TXU ENERGY 1-800-233-2133
SBC TELEPHONE(817 611`19
(IS 3M
TOP OF HEADWALL CHARTER COMM. M _6272 E)rr.3353
ELEVATION ALL OTHER FACILI'nEs 1-500-DIG-TESS
660.50 HORIZONTAL&VERTICAL CONTROL
TOP OF NNGINALL CONTROL POINT fl CONTROL POINT#2 CONTROL POINT#3
ELEVATION W-CUT 'X-CUT 8C PK MAL
662.50 N: 6911536.19 N: 5911621.51 N; 8910304.99
1-- 2,3431 6 2.51 L 2342489.84 L, 2342095.22
2 ELEV. 687.24 ELEV. 6OZ25 ELM 666.53
STRAIGHT
WINGWALL DOE/mix K-AM
CRY PROJEa 1100120 MAPMO NO. IM-P
MW PROJWr I C=-AXO=-XV000XX=M
WATV?PRaECT 59601-5510MO-060OM-100120-0015W >
HEADWALL <
SEKR PRaJECT 59607-5510350-07DOM-100120-001330
I. AW NO. b00(-XXX
STRAIGHT
I TRANSPORTATION AND PUBLIC WORKS
WNGINALL . ...... TRANSPORTATION PROGRAMMING
&CAPITAL PROJECTS DMSTON
I I E- 1
5'x2' X W/Al wimp 3
\/\
E=657.73 ASSOCIATES, INC.
30, EN(BINEER8 GURVEYOR9 LAND PLANNERS III-7, 2201 F LAW BLVD„%IITE 200E ARWRIN,MVIS 7M MEIRO(8t7)t97-7700
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- -I-Tj- - TRANSPORTATION AND PUBLIC WORKS
TRANSPORTATION PROGRAMMING
&CAPITAL PROJECTS DIVISION
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ENGINEERS SURVEYORS LAND PLANNERS
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CITY OF FORT WORTH,TEXAS REVISED:08-31-2012 zO
STANDARD 6'SQUARE STORM DRAIN DETAILS 3 a
JUNCTION BOX 33 49 10-D411
DESIGNED: BMW SCALE DATE 2/24/2016 SHEET [-i
DRAWN: TVW I N/A WA No: 15003.01 51 0. 57
0.9' �--
ELEV.-637.90
7'
OUTLET STRUCTURE DUAL
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`~ h CITY OF FORT WORT!
I� „:;•au,W STANDARD 6'S(IMP MOTION e JUNCTION B
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
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 shall be maintained at all
times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the
pond's storage volume is reduced by more than 10%. Silt shall be removed and
the pond/basin returned to original lines and grades shown on the approved
engineering plans. In addition, corrective measures are required any time a basin
does not drain completely within 72 hours of cessation of inflow. NO STANDING
WATER IS ALLOWED in basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as
necessary to maintain proper operation of the basin. Disposal shall be in
accordance with federal, state and local regulations.
Detention facilities shall be mowed monthly between the months of April and
October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer
system a wire mesh screen or similar screening device shall be installed over the
outlet until final acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, mowing, and silt, litter and debris removal dates. Document
aeration of the basin bottoms and replanting to prevent the sealing of the
basin bottom.
• 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 8
Rev.12/29/2014
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of
vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip-
, Rap
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.12/29/2014
Condition of
filtration system
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev.12/29/2014