HomeMy WebLinkAboutContract 51325 CITY SECRETARjaLl2s5 DOE #
CONTRACT NO.
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Q�GQ�����oPQ STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this ay of ,12018, by
and between Cabela's Wholesale, LLC, acting by and through James A. Hagale,
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 an
approximately 39.3873 acre tract located in the James A, Ashford Survey, Abstract 1776,
and the H. Cox Survey, Abstract Number 386 Tarrant County, Texas according to the
deed recorded in Document Number 0204181429, Deed Records, Tarrant County, Texas,
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Final Plat Lots 1R, 2R, 3R and
4R, Block 1 Cabela Addition 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
OFFICIAL RECORD
CITY SECRETARY
FT. �',`SRTilj TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 1
Rev.11/17/2016
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
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.1111712016
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
citizen complaints. The City shall provide the Landowner, its successors and
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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.11/17/2016
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY,HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.11/17/2016
[SIGNATURE PAGE FOLLOWS]
Executed this /'Ir-IdaY of 20 /
Landowner City of Fort Worth
Jesus J. Chapa
Assistant City Manager
Title:
Approved as to Form and Legality
, ////I,/L L11/.-
Assistant City Attorney
ATTEST
C ty ec tar
�XAS
OFFICIAL.RECORD
CITY SECRETARY
FT.WORTH,TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev.11/17/2016
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on
Jesus J. Chapa, Assistant City Manager of the City of Fort Wo , on behalf of the City of
Fort Worth.
MARIA S,SANCHEZ
My Notary ID#2256490 `
Not r Public State of Texas
Expires December 19,2021 y
STATE OF 'FEX*S-0;,->15OL . §
WITNESS
COUNTY OF TAR eters ,-acne §
Before me, the undersigned authority on this 141-1. day of
20 J 7j, personally appeared
known
to me to be the person whose name is su scribed to the foregoing instrument and
acknowledged to me that the same is the act of
(,UkUW'S '00V0I6. LLL n, and that he executed the same as its
kY Q W?n+ and as the act of such `U S&UJQYxand for the purposes and
consideration expressed in the foregoing instrument. L4Ur'
Lck�t(2)__UM
Notary Public, State of Texas
CAROL BLOHM
Notary Public—Notary Seat
STATE OF MISSOURI
Greene County
My Commission Expires Nov.24,2020
Commission*12689962
OFFICIAL IR CMD)
CITE' SCS,7t, TA
TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev.11/17/2016
Contract Compliance Manager
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract, including
ensuring all perfoanc and reporting requirements.
Ashraf Ibrahim
Management Analyst II
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH~TX
EXHIBIT "A"
100—YEAR FLOODPLAIN EASEMENT
PART OF LOT 1, BLOCK 1, CABELA ADDITION
J. ASHFORD SURVEY, ABSTRACT NO. 1776
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
BEING A 1.6798 ACRES TRACT OF LAND SITUATED IN THE JAMES A. ASHFORD SURVEY, ABSTRACT NUMBER 1776, TARRANT COUNTY, TEXAS
AND BEING PART OF THAT CERTAIN TRACT OF LAND DESCRIBED BY DEED TO CABELA'S RETAIL TX, L.P., AS RECORDED IN DOCUMENT
NUMBER 0204181429, DEED RECORDS, TARRANT COUNTY, TEXAS, SAID 1.6797 ACRES TRACT BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS;
COMMENCING AT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "CARTER & BURGESS" FOUND FOR A SOUTHEASTERLY CORNER OF LOT
1, BLOCK 1, OF THE CABELA ADDITION, AN ADDITION OT THE CITY OF FORT WORTH ACCORDING TO THE PLAT RECORDED IN INSTRUMENT
NUMBER D204290198, OF THE OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS, SAID POINT BEING IN THE NORTHERLY RIGHT—
OF—WAY LINE OF STATE HIGHWAY 170, A VARIABLE WIDTH PUBLIC RIGHT—OF—WAY, AND THE BEGINNING OF A COMPOUND CURVE TO THE
RIGHT;
THENCE ALONG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID STATE HIGHWAY 170 AND WITH SAID COMPOUND CURVE TO THE RIGHT
THROUGH A CENTRAL ANGLE Of 02'08'58", HAVING A RADIUS OF 2271.83', THE LONG CHORD OF WHICH BEARS S 63'43'29"W, 85.22'.
AN ARC DISTANCE OF 85.22' TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "BURY & PARTNERS" FOUND AT THE BEGINNING OF A
COMPOUND CURVE TO THE RIGHT;
THENCE CONTINUING ALONG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID STATE HIGHWAY 170 AND WITH SAID COMPOUND CURVE TO THE
RIGHT, THROUGH A CENTRAL ANGLE OF 04'10'00", HAVING A RADIUS OF 3254.04'. THE LONG CHORD OF WHICH BEARS S 66'41'51"W,
236.58', AN ARC DISTANCE OF 236.63' TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "BGT" FOUND;
THENCE S 83'12'15"W, 187.19' CONTINUING ALONG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID STATE HIGHWAY 170 TO A 5/8 INCH
IRON ROD WITH PLASTIC CAP STAMPED "BURY & PARTNERS" FOUND;
THENCE N 32'11'24"W, DEPARTING SAID RIGHT—OF—WAY LINE, A DISTANCE OF 316.87' TO A POINT FOR THE SOUTHEASTERLY CORNER OF
A THIS, ALSO BEING THE POINT OF BEGINNING;
THENCE ALONG THE FOLLOWING BEARINGS AND DISTANCES;
N 37'05'21"W, A DISTANCE OF 183.97' TO A POINT FOR CORNER;
N 45'21'54"W, A DISTANCE OF 117.10' TO A POINT FOR CORNER;
N 14'01'11"W, A DISTANCE OF 111.91' TO A POINT FOR THE MOST EASTERLY CORNER OF A DRAINAGE EASEMENT RECORDED IN CABINET
A. SLIDE 9545;
THENCE ALONG THE NORTHEASTERLY LINES OF SAID DRAINAGE EASEMENT, THE FOLLOWING BEARINGS AND DISTANCES;
N 45'38'05"W, A DISTANCE OF 20.00' TO A POINT FOR CORNER;
S 43'56'14"W, A DISTANCE OF 15.00' TO A POINT FOR CORNER;
N 45'38'04"W, A DISTANCE OF 68.00' TO A POINT FOR CORNER;
N 43'56'15"E, A DISTANCE OF 15.00' TO A POINT FOR CORNER;
N 45'38'05"W, A DISTANCE OF 20.00' TO A POINT FOR CORNER;
N 60'00'46"W, A DISTANCE OF 123.01' TO A POINT FOR CORNER;
S 53'27'03"W, A DISTANCE OF 49.23' TO A POINT FOR CORNER;
S 12'05'23"W, A DISTANCE OF 78.68' TO A POINT FOR CORNER;
S 31'06'17"E, A DISTANCE OF 60.10' TO A POINT FOR CORNER;
S 88'01'52"E, A DISTANCE OF 92.04' TO A POINT FOR CORNER;
S 27'33'47"E, A DISTANCE OF 78.24' TO A POINT FOR CORNER;
S 17'14'34"W, A DISTANCE OF 62.74' TO A POINT FOR CORNER;
S 13'37'06"E, A DISTANCE OF 32.15' TO A POINT FOR CORNER;
S 68'11'55"E, A DISTANCE OF 35.31' TO A POINT FOR CORNER;
S 44'34'38"E, A DISTANCE OF 228.48' TO A POINT FOR CORNER;
S 69'59'30"E, A DISTANCE OF 46.57' TO A POINT FOR CORNER;
N 63'05'15"E, A DISTANCE OF 85.27' TO THE POINT OF BEGINNING AND CONTAINING 1.6798 ACRES OR 73,173 SQUARE FEET, MORE OR
LESS.
(AN EXHIBIT OF EVEN SURVEY DATE HEREWITH ACCOMPANIES THIS DESCRIPTION)
I David M. Henderson, a Registered Professional land Surveyor,
licensed by the State of Texas, affirm that the information presented
on this exhibit is accurately represented according to the Cabala
Addition Replat to be recorded with the City of Fort Worth. This OF
document Is to be used for the sole purpose of creating a 100-Year '���
Floodplain Easement. y
rp LAND SURVEYORS
DAVID WL HENDER$ON SHEET 1 OF 3
_ -y _------ ,' 0, 4�9 �P�r Benchmark Group
David Henderson !Sy Ir f S S" �'< r of Texos, kv.
R.P.L.S. # 4489 c� V ,
In the State of Texas v ll R 899 Pruid (97)itial 680-3037
8 303 tp,Rlohvda6 -305 75081
Dated: 08/20/2018 = Phar(972)�30� FaK 90702)6e0-3052
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CLOSURE REPORT
100-YEAR FLOODPLAIN EASEMENT
PART OF LOT 1, BLOCK 1, CABELA ADDITION
J. ASHFORD SURVEY, ABSTRACT NO. 1776
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
POINTS (FROM-TO) BEARING DISTANCE
1-2 N 37°05'21"W 183.97'
2-3 N 45°21'54"W 117.10'
3-4 N 14'01'11"W 111.91'
4-5 N 45°38'05"W 20.00'
5-6 S 43°56'14"W 15.00'
6-7 N 45°38'04"W 68.00'
7-8 N 43°56'15"E 15.00'
8-9 N 45'38'05"W 20.00'
9-10 N 60°00'46"W 123.01'
10-11 S 53°27'03"W 49.23'
11-12 S 12°05'23"W 78.68'
12-13 S 31°06'17"E 60.10'
13-14 S 88°01'52"E 92.04'
14-15 S 27°33'47"E 78.24'
15-16 S 17'14'34"W 62.74'
16-17 S 13°37'06"E 32.15'
17-18 S 68°11'55"E 35.31'
18-19 S 44°34'38"E 228.48'
19-20 S 69°59'30"E 46.57'
20-21 N 63°05'15"E 85.27'
MISCLOSURE:
21-1 S 85'55'12"E 0.01'
OVERALL PERIMETER: 1549.53 FEET
RELATIVE ERROR OF CLOSURE: 1 IN 154,953
AREA: 73,173 SQUARE FEET, 1.6768 ACRES
Gas
10
LAND SURVEYORS
SFEET 3 OF 3
Benchmark Group
of Texas, Inc.
899 Presidential Drive,Sake 110,Richardson,Texas 75081
Phone(972)680-3037 Fax(972)680-3052
Ucerna No.10120 00
EXHIBIT "A"
100—YEAR POND EASEMENT
PART OF LOT 1, BLOCK 1, CABELA ADDITION
J. ASHFORD SURVEY, ABSTRACT NO. 1776
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
BEING A 5.3906 ACRES TRACT OF LAND SITUATED IN THE JAMES A, ASHFORD SURVEY, ABSTRACT NUMBER 1776, TARRANT COUNTY,
TEXAS AND BEING PART OF THAT CERTAIN TRACT OF LAND DESCRIBED BY DEED TO CABELA'S RETAIL TX, L.P., AS RECORDED IN
DOCUMENT NUMBER 0204181429, DEED RECORDS, TARRANT COUNTY, TEXAS, SAID 5.3906 ACRES TRACT BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS;
COMMENCING AT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "CARTER & BURGESS" FOUND FOR THE NORTHERNMOST CORNER
OF LOT 1, BLOCK 1, OF THE CABELA ADDITION, AN ADDITION OT THE CITY OF FORT WORTH ACCORDING TO THE PLAT RECORDED
IN INSTRUMENT NUMBER D204290198, OF THE OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS, SAID POINT BEING IN THE
SOUTHERLY RIGHT—OF—WAY LINE OF CABELA DRIVE, A 130' WIDE PUBLIC RIGHT—OF—WAY;
THENCE S 89'43'31"E, ALONG SAID RIGHT—OF—WAY LINE, 408.93' TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "BURY
& PARTNERS" FOUND AT THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 14'57'29", HAVING A RADIUS OF 915.00', THE LONG
CHORD OF WHICH BEARS S 82'14'46"E, 238.20', AN ARC DISTANCE OF 238.88' TO A POINT IN SAID RIGHT—OF—WAY LINE;
THENCE S 28'47'00"E, DEPARTING SAID RIGHT—OF—WAY LINE, A DISTANCE OF 8.48' TO A SOUTHEASTERLY CORNER OF A
DRAINAGE EASEMENT RECORDED IN CABINET A, SLIDE 9545, ALSO BEING THE POINT OF BEGINNING;
THENCE ALONG THE FOLLOWING BEARINGS AND DISTANCES;
S 61'13'00"W, ALONG THE SOUTHWEST LINE OF SAID DRAINAGE EASEMENT, A DISTANCE OF 80.00' TO A POINT FOR CORNER;
S 28'47'00"E, DEPARTING SAID DRAINAGE EASEMENT, A DISTANCE OF 64.91' TO A POINT FOR CORNER;
S 65'41'44"W, A DISTANCE OF 53.05' TO A POINT FOR CORNER;
S 06'43'54"W, A DISTANCE OF 119.74' TO A POINT FOR CORNER;
S 09'19'01"E, A DISTANCE OF 117.26' TO A POINT FOR CORNER;
S 49'11'47"W, A DISTANCE OF 40.71' TO A POINT FOR CORNER;
S 27'56'47"E, A DISTANCE OF 41.55' TO A POINT FOR CORNER;
S 55'22'42"E, A DISTANCE OF 78.61' TO A POINT FOR CORNER;
S 26'19'18"E, A DISTANCE OF 82.98' TO A POINT FOR CORNER;
S 03'31'42"E, A DISTANCE OF 98.10' TO A POINT FOR CORNER;
S 40'18'34"W, A DISTANCE OF 82.89' TO A POINT FOR CORNER;
S 53'27'03"W, A DISTANCE OF 49.23' TO A POINT FOR CORNER;
S 12'05'23"W, A DISTANCE OF 78.68' TO A POINT FOR CORNER;
S 83'09'33"E, A DISTANCE OF 107.82' TO A POINT FOR CORNER BEING THE WESTERLY CORNER OF A DRAINAGE EASEMENT
RECORDED IN CABINET A, SLIDE 9545;
N 43'56'14"E, ALONG THE NORTHWEST LINE OF SAID DRAINAGE EASEMENT, A DISTANCE OF 80.00' TO A POINT FOR CORNER;
N 46'08'56"E, DEPARTING SAID DRAINAGE EASEMENT, A DISTANCE OF 455.01' TO A POINT FOR CORNER;
N 21'17'57"E, A DISTANCE OF 61.94' TO A POINT FOR CORNER;
N 27'41'43"W, A DISTANCE OF 109.45' TO A POINT FOR CORNER;
N 46'05'34"W, A DISTANCE OF 184.64' TO A POINT FOR CORNER;
N 63'40'02"W, A DISTANCE OF 222.27' TO A POINT FOR CORNER;
N 28'47'00"W, A DISTANCE OF 61.33' TO THE POINT OF BEGINNING AND CONTAINING 5.3906 ACRES OR 234,816 SQUARE FEET,
MORE OR LESS.
(AN EXHIBIT OF EVEN SURVEY DATE HEREWITH ACCOMPANIES THIS DESCRIPTION)
I David M. Henderson, a Registered Professional Land Surveyor, OWN
,yc
licensed by the State of Texas, affirm that the information presented
on this exhibit is accurately represented according to the Cobela
Addition Plat to be recorded with the City of Fort Worth. This document
is to be used for the sole ouroose of creating a 100—Year Pond Easement
DA' 9 LAND SURVEYORS
SHEFT t QF 3
B e n c h m a r k G r o u p
David M. HendersZhiOf Texas,.F.L.S489
In the State of Texas 899 Pres *o1 Drive, 9 M f8chvdear4 T- 75081
Dated. 08/20/2018 Ph«r(972)880-3a37 Fmc(972)680-3052
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CLOSURE REPORT
100—YEAR POND EASEMENT
PART OF LOT 1, BLOCK 1, CABELA ADDITION
J. ASHFORD SURVEY, ABSTRACT NO. 1776
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
POINTS (FROM-TO) BEARING DISTANCE
1-2 S 61°13'00"W 80.00'
2-3 S 27°42'33"E 56.83'
3-4 S 65°41'44"W 53.05'
4-5 S 06°43'54"W 119.74'
5-6 S 09°19'01"E 117.26'
6-7 S 49°11'47"W 40.71'
7-8 S 27°56'47"E 41.55'
8-9 S 55°22'42"E 78.61'
9-10 S 26°19'18"E 82.98'
10-11 S 03°31'42"E 98.10'
11-12 S 40°18'34"W 82.89'
12-13 S 53°27'03"W 49.23'
13-14 S 12°05'23"W 78.68'
14-15 S 83°09'33"E 107.82'
15-16 N 43°56'14"E 80.00'
16-17 N 46°08'56"E 455.01'
17-18 N 21°17'57"E 61.94'
18-19 N 27°41'43"W 109.45'
19-20 N 46°05'34"W 184.64'
20-21 N 63°40'02"W 222.27'
21-22 N 28°47'00"W 61.33'
MISCLOSURE:
22-1 N 32°50'23"E 0.01'
OVERALL PERIMETER: 2428.41 FEET
RELATIVE ERROR OF CLOSURE: 1 IN 242,841
AREA: 234,816 SQUARE FEET, 5.3906 ACRES
13111%
LAND SURVEYORS
SFEET 3 OF 3
Benchmark Group
of Texas, Inc.
899 Presidentid Drive,State 110,Ridxrdson,Texas 75081
Phase(972)680-3037 Fm(972)680-3052
License No.10120 00
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EXHIBIT B (page 2 of 4)
08/20/18
OR 0 W.
r
617.0
L4823 b
160
030 CROSS SEMI IS
166
/ W-ft
SPILLWAYPLAN VIEW VREINFORCED CONCRETE
3500 PSI WITH -3 BAR
1810cow
—8 _c
IC 6?9
A It dn
4W 6611
CROSS SECTIONS 11-8
1C
0 66"
'C —
N78 y,
4-0U33 M
a13
an 1.23
"30 #Ise 612
ems ens
on
SPILLWAY CROSS Slic-noms
I CROSS secrtom c.-c
CABELA SPILLWAY DETAILS FORT WORTH TEXAS
13 jTA PQ TO NOTE:
CGWVMWCT lmor S
WINC VAL IM)WITH 0 DEC SKU nACE 32 CY LMMCAPE ROCK
x"
'21�W —11C11 MOCK WILL"T" 1. EXHIBIT B (PAGE 2 OF 4) OUTLET STRUCTURE & ASSOCIATED DETAIL IS FROM
"Mo.B3 WILDI COLOR OR A"NOTED
LANOW BOULDERS THE APPROVED CIVIL PLAN SET TITLED *THE CITY OF FORT WORTH TEXAS
A:c1AJ TW ITV 43L4
YPE- DAY RIP RAP PLANS FOR CONSTRUCTION OF STREET, STORM DRAIN IMPROVEMbftS FOR
K 72053 93
51643. CABELAY, CITY FILE NUMBER K-1835, SHEET 14 OF 77 TITLED *BOX
CULVERT SD—B3' PREPARED BY CARTER BURGESS, DATED 02/14/2005.
2. EXHIBIT B (PAGE 2 OF 4) EXISTING DETENTION POND STAGE—DISCHARGE
TABLE IS FROM THE APPROVED ISWM TITLED "SWM-2018-0233—CABELA'S
SUBDIVISION LOTS 1R, 2R, 3R & 4R—PRELIMINARY ISWM', CITY FILE NUMBER
AV029533F, SWM-2018-0233, SHEET 5 OF 57 TITLED -TABLE 3—EXISTING
DETENTION POND STAGE—DISCHARGE', PREPARED BY TREVIONO WATER
ENGINEERING, DATED 05/02/2018.
EXISTING DETENTION POND STAGE-DISCHARGE
ELEVATION(FT) DISCHARGE(CFS)
683.00 0 0 60 120 240
683.22 10
693.37 25 IN FEET
683.57 50 1 INCH= 120 Fr.
683.86 100
W.51 250 DYNAMIC
685.28 500ENGINEERING
685.86 750 QD (dba)MIDWEST DYNAMIC ENGINEERING CONSULTANTS,PC
686,34 1000 1301 Central Expressway South-Suite 210-Allen,TX 75013
T:972.634.2100
686.50 1105 WwW.dvWnkqc Com
Texas Registered Engkwwft Firm No.F-13660
EXHIBIT B (page 3 of 4) NOTE:
08/20/18 EXHIBIT B (gage 3 of 4) IS FROM THE APPROVED CIVIL PLAN
SET TITLED "THE CITY OF FORT WORTH, TEXAS PLANS FOR
CONSTRUCTION OF STREET, STORM DRAIN IMPROVEMENTS FOR
CABELAIS", CITY FILE NUMBER K-1835, SHEET 15 OF 77
TITLED "BOX CULVERTS SD—B1 & SD—B2" PREPARED BY
CARTER BURGESS
DATED 10/13/2004.
2 T ♦6.T T A- 5
CONST PARALLEL IING6ALLS AND FOOTINGS
PERCOR PAR SPEC E 59TST.93
N 11298.97 PT STA 463.96
E 59805.02 N 71032.82
E 59T73.7
�\\i 3 2sneer - PC 5 IClS_�l/.A 2
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\I / 9.31
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as /�
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/
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6`3
T 14A.77 I STA 5-06.67
OONST PARALLEL NINGNALLS AMD FOOTINGS PD1 TEOOT DETAIL IPNI
PER CONSPAR SPED 2 N TI011.49
N nleo.s+ BOX CULVERT SD—B2 E 53610.92
z E 61542.11
\I
.` /--PAVEMENT
�/ CONSPAR
0.508 0.SOZ I 3•
iTP FOOTING 2
C8053 SECTION A-A
I PI STA 6-19.2]
NI E 69621.63
BOX CULVERT SD—B1
J�
DYNAMIC
0 60 120 240 D ENGINNEERINTG
�)
1301 Central Expressway South-Suite 210-Allen,TX 75013
IN FEET T:972.534.2100
www.dynemicec.Oom
1 INCH= 120 FF. Texas Registered Engineering flim No.F-13660
EXHIBIT B (page 4 of 4) NOTE:
08/20/18 EXHIBIT B (page 4 of 4) IS FROM THE
APPROVED CIVIL DESIGN PLANS FOR CABELA'S
RETAIL TX, LP SHEET C4.2 TITLED "DRAINAGE
PLAN" PREPARED BY CARTER BURGESS DATED
�a \
11/08/2004.
0.
} fir
��.
1 i sATERITSIS
1
"YODE0k`AROVED
r - N 72150:97
E'r59295,t6 \ �\
m� H 72127 575
F � i R s E•-9.9286 fi
Tt867.31
N'7
1803.65 \�
E 59234:37
I 1 _88•g2 _
N 71802.94 0 C01iB 7T ,: ,F
r i r E 149382.86 CONST,4 L ING HEADWAILL
1 {' N 71727s 78' ��\
59830.14 1
P RAP N 77553 7k
'fly1p2'.15" DIA) .E 59873 09<;
r -� 11' r • I t_1A
70�$g.�45 R I PRAP + 1
Er59832a.72 -
N 715320 22
+`" -, + E 59881 z5.
1 _ 1 -WATER
( .r i �• K44ML VORTECH 11000 OR APPROVED EOUAL
89836.70
42 28:
15 /
00
1i S. 42"X,1841 O-WYE
}
E 598 4 66 y
go ` ` N 7161 INL '
596354:76
N iris014 r
d - ' I < E 59832.,.1§
E 59
STA
i r .N 71534:42 cum
E 59855.41 41-71
E-69
i i t ma,ro0/f } i M1/1 / Y
E 5170+33
N,T4
Y1`4 74 &59 w s
( f 59760{ l5
b
5 6 +00 t
:N 719497.02
21 045oWYE N671
E 59848.34
i TA� '. 0
f ae 'CURB 1 NLET
r N 71467.40 ' \
1 \\ - E 59845.71-
1 _ _b�
CONST STD.4'SO W+
QD (dba)DYNAMICD 6D ,2D 240 ENGINEERING
MIDWEST DYNAMIC ENGINEERING CONSULTANTS,PC
1301 Central Expressway South-Suite 210-Allen,TX 75013
(IN FEET T:972.534.2100
www.dynamkoc.com
1 INCH= 120 FT,
Texas Registered Engineef ft Firm No.F-13660
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.11/17/2016
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-
Ra
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.11/17/2016
Condition of
filtrations stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic '
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 0
Rev.11/17/2016
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