HomeMy WebLinkAboutContract 53078 tea.
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STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day of Noycmber 14,
aO by and between Hutton Fort Worth ST. LLC acting by and through
_Mark Bullock 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 1.108 acre tract located in the Thomas Freeman Survey, Abstract 546,
Tarrant County, Texas according to the deed recorded in County Clerk's Instrument No.
D219171425, Official Public 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 JLot 5, Block A Eagle Ranch
Business Park III Addition (FS-19-053) 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
STORMWATER FACILITY MAINTENANCE AGREEMENT F7. WORTH TX
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.11/17/2016
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.1 1/17/2016
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.
[SIGNATURE PAGE FOLLOWS]
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.11/17/2016
Executed this ay oK 2O
Landowner City of Fort Worth
Name: Mark Bullock
Assistant ity Manager
Title: Authorized Representative
Approved as to Form and Legality
Assistant ity A _ _,, �•
ATTEST GAF FORT
City Se ary pp
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH,TX
STORMWATER FACILITY MAINTENANCE AGREEMENT rJ
Rev.11/17/2016
STATE OF TEXAS §
COUNTY OF TARRANT §
'Dcw413u rt ,Instrument was acknowledged before me on Lt" lZ 70/ ( by
icsaa� , Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
iA S.SANCHEZ MAP.
My Notary ID#2256490
Expires December 19,2021 Not ry Public, State of Texas
STATE OF TEX-AS VI 171"T7 §
COUNTY OF §
Eefure me, the undersigned authority on this day of
201_1 personally appeared
known
to me to be the person whose name is subscribed to the foregoing instrument and
acknowled ed to'n,�,�me that the same is the act of
-�VA72T- , and that he executed the same as its
and as the act of such and for the purposes and
consideration expressed in the foregoing instrument.
Notary u i , State of' s
Nb&y Pubic-State of UM
KRISTEN CARSON
Comm. #701663 1
My Comm 0
d
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev.11/17/2016
a
Contract Compliance Manager
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract, including
ensuring all performancq and reporting requirements.
A.
Ashraf Ibrahim
Management Analyst II
NUAL RECORD
CEi 'SECRETARY
Ft WORTH,TX
EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
Double B Land, LP
Thomas Freeman Survey, Abstract No. 546
City of Fort Worth, Tarrant County, Texas
BEING, a 31,620 square foot(0.726 acre) tract of land situated in the Thomas Freeman Survey,
Abstract No. 546, City of Fort Worth, Tarrant County, Texas; said tract being part of that certain
tract of land described in Special Warranty Deed to Double B Land, LP recorded in Instrument
Number D210008228 of the Deed Records of Tarrant County, Texas; said 31,620 square foot
tract being more particularly described as follows (bearing system for this survey is based on
Grid North State Plane Coordinates of the Texas Coordinate System NAD83 (CORS96) North
Central Zone (4202), NAVD88):
BEGINNING, at a 5/8-inch iron rod found in the north right-of-way line of Robertson Road (a
variable width right-of-way); said point being in the common line between said Double B Land
tract and a tract of land conveyed to BKR Land, LLC recorded in Instrument Number
D214222288 of the said Deed Records;
THENCE, North 00 degrees 13 minutes 46 seconds East, along said common line between
Double B Land tract and BKR Land tract, at a distance of 205.35 feet passing the southeast
corner of Block M, The Ranch At Eagle Mountain, an addition to the City of Fort Wort, Texas
according to the plat recorded in Cabinet A, slide 8370 of the Plat Records of Tarrant County,
Texas, continuing along the common line between said Double B Land tract and said Block M,
in all a total distance of 457.69 feet to a point for corner; said point also being South 00 degrees
13 minutes 46 seconds West, a distance of 246.22 feet from a 5/8-inch iron rod with
"MYCOSKIE" cap found at the southwest corner of Lot 4, Block A, Eagle Ranch Business Park
III, an addition to the City of Fort Worth, Texas according to the plat recorded in Instrument
Number D213167922 of the said Plat Records;
THENCE, departing the said common line between Double B Land tract and Block M, over and
across said Double B Land tract, the following calls:
North 60 degrees 15 minutes 10 seconds East, a distance of 119.44 feet;
North 54 degrees 42 minutes 31 seconds East, a distance of 163.69 feet;
North 61 degrees 27 minutes 22 seconds East, a distance of 34.11 feet;
South 88 degrees 32 minutes 38 seconds East, a distance of 112.03 feet;
South 00 degrees 13 minutes 59 seconds West, a distance of 3.46 feet;
South 89 degrees 46 minutes 09 seconds East, a distance of 32.98 feet;
North 00 degrees 15 minutes 10 seconds East, a distance of 32.21 feet;
North 45 degrees 15 minutes 10 seconds East, a distance of 14.14 feet;
South 89 degrees 44 minutes 50 seconds East, a distance of 57.36 feet;
South 44 degrees 44 minutes 50 seconds East, a distance of 26.36 feet;
South 00 degrees 15 minutes 10 seconds West, a distance of 71.86 feet;
SHEET 1 OF 5
EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
(Continued)
North 89 degrees 44 minutes 50 seconds West, a distance of 94.96 feet;
North 00 degrees 13 minutes 56 seconds East, a distance of 10.00 feet;
South 89 degrees 44 minutes 50 seconds East, a distance of 8.97 feet;
North 00 degrees 15 minutes 10 seconds East, a distance of 15.00 feet;
North 89 degrees 45 minutes 06 seconds West, a distance of 32.98 feet;
South 00 degrees 13 minutes 59 seconds West, a distance of 16.73 feet;
South 89 degrees 2 minutes 58 seconds West, a distance of 95.23 feet;
South 59 degrees 2 minutes 58 seconds West, a distance of 15.23 feet;
South 65 degrees 18 minutes 36 seconds West, a distance of 170.63 feet;
South 60 degrees 15 minutes 10 seconds West, a distance of 110.37 feet;
South 00 degrees 13 minutes 46 seconds West, a distance of 446.03 feet to a point for
corner in the said north line of Robertson Road;
THENCE, South 89 degrees 55 minutes 29 seconds West, along the said north line of
Robertson Road, a distance of 20.00 feet to the POINT OF BEGINNING;
CONTAINING, 31,620 square feet or 0.726 acres of land, more or less.
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing
description accurately sets out the metes and bounds of the easement tract described.
0 re
e 9
Roman L. Groysman mate ROMAN L.GROYSMAN
t
Registered Professional Land Surveyor No. 5864 """5864 .....: Pr'�.
Westwood Professional Services, Inc. �y ..fss�o?y°
2740 Dallas Parkway, #280, Plano, TX 75093 ... Rv
(214) 473-4640
SHEET 2 OF 5
EXHIBIT "A" X
LOT18
(SEE SHEET 4)
MATCH LINE
LOT17
518-INC14IRON GRAPHIC SCALE 1"=60'
ROD FOUND
0' 60' 120'
LOT16
NOO'13'46"E Line Table
457.69'
Line# Length Direction
PART OF
LOTIS DOUBLE B LAND,LP Ll 34.11' N61027'22"E
(CC#0 21 0 0 08118)
PRIVATE
— L•2 3.46' S00°13'59"W
_
DRAINAGE EASEMENT ` L3 32.99' S89046'09"E
3 0.716ACRES
(31,610SF) L4 32.21' N00015'10"E
BKR LAND,L L C
(cC 00214222P88) PRIVATE DRAINAGE L5 14.14' N45015'10"E
EASEMENT
L6 57.36' S89044'50"E
L7 26.36' S44°44'50"E
S00°1346"W
0 446.03' L8 10.00' N00°13'56"E
1
I L9 8.97' 589°44'50"E
DETENTION POND ESMT.-- _ L10 15.00' N00°15'10"E
(INST.#D202144216)
Lll 32,98' N89°45'06"W
I
20'SLOPE L12 16.73' S00°13'59"W
(INST.#212306417)3064
5/8-INCH IRON _
ROD FOUND L13 15.23' S59°02'58"W
(Cm.)
--j' i...__.............. L14 20.00' S89°55'29"W
L14 ROBERTSON ROAD
w POINT OF (C.R. 4DT
� BEGINNING (VARIABLE WIDTH H R.O.W.J
z
o NOTES:
sj.�FGl f�fAE0I;tp
1. A LEGAL DESCRIPTION OF EVEN dT`
SURVEY DATE HEREWITH
ACCOMPANIES THIS PLAT OF ROMAN•L••GROYSMAN
SURVEY.
N 2. BEARINGS FOR THIS DESCRIPTION •�;QP•5864••P";J
o CITED ARE BASED ON GRID NORTH 9iy
STATE PLANE COORDINATES OF LEGEND •�S U R y
THE TEXAS COORDINATE SYSTEM Ip• f,�
NAD83(CORS96)TEXAS NORTH C.M. CONTROLLING MONUMENT
CENTRAL ZONE(4202),NAVDss. ROMAN L. GROYSMAN 04/23/2019
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5864
z
DOUBLE B LAND, LP Westwood 0.726 ACRE SHEET NUMBER:
THOMAS FREEMAN SURVEY, PRIVATE
Phone (214)473-4640 2740 Dallas Parkway,Suite 280 OF
ABSTRACT NO.546 TN Free (988)937-5150 Plano,TX 7S093 D RAI N AG E
CITY OF FORT WORTH,TARRANT EASEMENT
COUNTY,TEXAS Rea:rtrm Be,-mse )OB#0015543
rBPLs F",R19 N,ruo74Bai DATE: 04/23/2019
EXHIBIT "A" X
LOT 4, BLOCK A
EAGLE RANCH BUSINESS PARK III
(INST,No. D213167922)
LOi 25 5/8-INCH IRON ROD
W1"MYCOSaE• GRAPHIC SCALE 1"=60'
CAP FOUND(C.M)
F 1
0' 60' 120'
Lor2a
20'TEMPORARY
CONSTRUCTION
-- --� __-- EASEMENT
(CC#D213171380)
LOi23 t PRIVATE
DRAINAGE EASEMENT
0.726ACRES I
(31,620SF)
LOT22 Dry
�* ry N54 042'31"E
i nl l6
BLOCK M o N 163.69'
THE RANCH AT +
EAGLEMOUNTAIN ",_" z F
(CAB.A,SLIDE 8370) _
V =
LOT210 r �� 2
N60 1510E S65°18'36"W
119.44' 170.63'
LOT 20 PART OF
DOUBLE B LAND,LP
(C C#D210008228)
---__ _-------- S60015'1011W
LOT19 110.37'
N00°13 46'E
45Z 69'
S0001346"W
446.03'
LOT18
MATCH LINE
a _
(SEE SHEET 3)
a
S
LEGEND
0
C.M. CONTROLLING MONUMENT
c
0
0
Westwood
od 0.726 ACRE SHEET NUMBER:
DOUBLE B LAND, LP PRIVATE 4
THOMAS FREEMAN SURVEY, Phone (214)473-4640 2740 Dallas Parkway,Suite 280
ABSTRACT NO,546 TNFee (888}937-5150 Plano,TX75093 DRAINAGE OF
CITY OF FORT WORTH,TARRANT MeMood h vr� dR'mm EASEMENT
COUNTY,TEXAS WEFmR,g No 117Se DATE: 04/23/2019
JOB a o0155a3
� 151—R<,No 100741M
EXHIBIT "A" j(
LEGEND
C.M. CONTROLLING MONUMENT GRAPHIC SCALE 1"=60'
0' 60' 120'
LOT 2,BLOCKA
I EAGLE RANCH BUSINESS PARKIII I
LOT4,BLOCKA f (CAB.A,PG. 10067)
EAGLE RANCH �j 24'MUTUAL ACCESS,DRAINAGE
BUSINESS PARK111 &UTILITY EASEMENT 20'WATER&SANITARY
(INST.No.D213167922) I C (CAB.A,PG.10067) SEWER EASEMENT I E
I 30'x65'MUTUAL ACCESS, (CAB.A,PG.10067)
26'ALTERNATE ACCESS I- 4, DRAINAGE&UTILITY EASEMENT
EASEMENT (C.C.#D205118851)
(CC#D213171380)
D.R.T.C.T.
TK'NAIL
FOUND
a .._._ 34'ACCESS&UTILITY
L6 EASEMENT I
N t� (CC#D213171380)
N I �S883238"Ej" PRIVATE
112.03 DRAINAGE EASEMENT ;
0.726 ACRES O
I L2 L3 (31,6205F) N
�__ __
L11 S00015'10"W
L12 L9 71.86'
C
��3 I L8 S89044'50"E o
S89°02'58"W 94.96' m
I 95.23' g
PART OF V
aDOUBLE B LAND,LP
z I (C C.#D210001228) Q
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726 ACRE SHEET NUMBER:
DOUBLE B LAND, LP Westwood 0. PRIVATE 5
THOMAS FREEMAN SURVEY, Phone (214)473-4640 2740 Dallas Parkway,Suite 280
ABSTRACT NO.546 TmRee (888)937-SI50 Plano,TX75093 DRAINAGE OF
CITY OF FORT WORTH,TARRANT nL 0 m EASEMENT 5
COUNTY,TEXAS TOPE.F—.,q No 117SI, JOB#0015543
sPLSF.—Aeq No 1W74301 DATE: 04/23/2019
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PROPOSED MUTUAL
ACCESS, DRAINAGE,
& UTILITY EASEMENT
PROPOSED
DRIVE AISLE 1' FREEBOARD - 813.00
10.5' 83'
E L=813.50
EMERGENCY 1.0% MIN.
SPILLWAY
4H:1 V
4H:1 V
RAMP
(15% MAX) SECTION A-A
SCALE: 1" = 20' HORIZONTAL
1" = 10' VERTICAL
1' FREEBOARD - 813.00
PROPOSED 10' 79' 10'
CURB EL=813.50
-7- --TLfl L3EE� --812]Y(F-
15% MAX 10'
1,0% MIN.
RAMP 4H:1V I-j
4H:1V (15% MAX)
w
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SECTION B-B Ckf
O
CL
SCALE: 1" = 20' HORIZONTAL
1" = 10' VERTICAL
OUTLET CONTROL STRUCTURE
TOP=812.30
OVERFLOW WEIR INV.=810.80
3" ORIFICE INV.=808.50
4H:1V 1' FREEBOARD - 813.00
64.5'
EL=813.50
T -
1.0% MIN. 4H:1 V
LA
18" HDPE INLET
18" HDPE OUTLET INV.=809.25
INV.=808.50 SLOPE=0.6%
SLOPE=0.5%
SECTION C-C
SCALE: 1" = 20' HORIZONTAL
1" = 10' VERTICAL
2 OF 15
PROJECT: SHEET NAME: DATE: 06/12/2019
O'REILLY AUTO PARTS EXHIBIT B- PROJECT NO.: 1801913= v r-V JL SUITE 1
3555 EIITTH STNW
BOAT CLUB ROAD C ORMWATER POND DRAWN BY: JDS CLEVELAND,TN 37312
FORT WORTH,Tx CROSS SECTIONS ENGINEERS LLC 423-790-5880
CHECKED BY: CM13
HYDROSEED
(BERMUDA) HEIGHT VARIES Grass Lined Ditch
r Q100(cfs) 13.7
i71�I-.;III 1I I—III-III,,-, V100(fps) 5.9
1V 1v,—,
_ ._...
4H Normal Depth (ft) 0.61
V Allowable (fps) 6
SECTION D-D
N.T.S.
PROPOSED MUTUAL
ACCESS, DRAINAGE,
& UTILITY EASEMENT
PROPOSED
DRIVE AISLE
10.5' 1 TOP OF POND URBANGREEN
EL=813.50 PLASTIC PAVERS
SEE DETAIL ON
" � SHEET C-07
CURB DER _ � BOTTOM OF POND
RAMP I— 111 �I J1—ILL
(15% MAX)
GEO GRID OR PREPARED SUBBASE
NON—WOVEN PREPARED SUBGRADE
GEOTEXTILE
SECTION E-E
SCALE: 1" = 20' HORIZONTAL
1" = 10' VERTICAL
24' 14.5'
_ 4'
EL=813.0 F ,
8
8" RIPRAP EL=812.30 EL=813.50
12" THICK EL=812.00 EL=812.00 _..
4H:1 V
1 4H:1V -; 11 IEL.� 81230
BOTTOM OF I;;:.:_... I I_
SPILLWAY
EL=809.00 6" CONCRETE
3:.. 6" GRAVEL BED L..11 F
(_ SECTION F—F
CONCRETE EMERGENCY SPILLWAY DETAIL
SCALE: 1" = 20' HORIZONTAL
1" = 5' VERTICAL Emergency Spillway
Q100(cfs) 13.7
V100(fps) 2.3
3OF15 Elevation 813
PROJECT: SHEET NAME: DATE: 06/12/2019
O'REILLY AUTO PARTS EXHIBIT B- PROJECT NO.: 18019 3555 KEITH ST NW
BOAT CLUB ROAD STORMWATER POND SUITE 109
CROSS SECTIONS DRAWN BY: JDS CLEVELAND,TN 37312
FORT WORTH,Tx ENGINEERS LLC 423-790-5880
CHECKEDBY: CMB
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5 OF 15
PROJECT: SHEET NAME: DATE: 06/12/2019
O-REILLY AUTO PARTS EXHIBIT B-DETAILS PROJECT NO.: 18019 3555 KEITH ST NW
I-X IL SUITE 109
BOAT CLUB ROAD DRAWN BY: JDS CLEVELAND,TN 37312
FORT WORTH,TX ENGINEERS LLC 423-790-5880
CHECKED BY: CM13
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SPACING OF POSTS FILTER FABRIC
MATERIAL
TO BE 4-6 FEET APART
z
FOR ADDITIONAL STRENGTH
r�
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BACKFILLED TRENCH BEEN FASTENED TO THE POSTS
FILTER FABRIC
MATERIAL SECURELY ATTACHING TWO SILT FENCES
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
APPROXIMATELY 8
INCHES OF FILTER PLACE THE
FABRIC MATERIAL END POST OF
MUST EXTEND THE SECOND
INTO A TRENCH FENCE INSIDE
AND BE THE END POST
ANCHORED WITH OF THE FIRST
COMPACTED FENCE
WOOD OR BACKFILL ROTATE BOTH
STEEL POST X MATERIAL POSTS AT LEAST
_ 180 DEGREES IN
RUNOFF A CLOCKWISE
f DIRECTION TO
CREATE A TIGHT
SEAL WITH THE
FABRIC MATERIAL
18 INCHES � �����\ DIRECTION OF RUNOFF WATERS
(MIN) APPROXIMATE + + + DRIVE BOTH
�\ 4-INCH BY _ POSTS ABOUT
4-INCH TRENCH �- 10 INCHES INTO
THE GROUND
AND BURY FLAP
SILT FENCE DETAIL
N.T.S.
9 OF 15
PROJECT: SHEET NAME: DATE: 06/12/2019
O'REILLY AUTO PARTS EXHIBIT B-EROSION PROJECT NO.: 18019 3555 KEITH STNW
BOAT CLUB ROAD CONTROL SUITE 109
DRAWN BY: JDS CLEVELAND,TN 37312
FORT WORTH,TX ENGINEERS LLC 423-790-5880
CHECKED BY: CMB
1 "
30 cm
(1 , cm)
cm 1 .5cm)
QLJ
crn
::. .. ..
7.5 c
5
O
EROSION CONTROL BLANKET DETAIL
FOR SLOPE INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-0—SEED DO NOT SEED PREPARED
AREA. CELL-0—SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) WIDE
TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP—SLOPE
PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"
(30cm) PORTION OF THE BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE
BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY
12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL
UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE
SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM,
STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING
TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5"
(5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM
ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON
TOP) EVEN WITH THE COLORED SEAM STITCH ON TEH PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE
STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH.
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE
LENGTHS GREATER THAN 6" (15cm) MAT BE NECESSARY TO
PROPERLY ANCHOR THE BLANKETS.
10 OF 15
PROJECT: SHEET NAME: DATE: 06/12/2019
O'REILLY AUTO PARTS EXHIBIT B-EROSION PROJECT NO.: 18019 IBERADILVA
3555 KEITH ST NW
BOATCLUBROAD CONTROLSUITE 109
DRAWN BY: JDS CLEVELAND,TN 37312
FORT WORTH,TX ENGINEERS LLC 423-790-5880
CHECKEDBY: CM13
TOE OF
RGtiSLOPE
B B
RUNOFF --!J—FLOW
MINERAL AGGREGATE
(SIZE 57)
- MACHINED RIPRAP
(CLASS A-1 )
F
TOE OF
SLOPE
PLAN VIEW
NATURAL GROUNO
TWO LAYERS OF GEOTEXTILE FABRIC (TYPE 111 ) MACHINED RIPRAP
SHALL BE PLACED BETWEEN MINERAL AGGREGATE (CLASS A-1 )
LAYER AND RIPRAP LAYER AND BETWEEN MINERAL ��
AGGREGATE AND NATURAL GROUND.
MINERAL AGGREGATE 1.5' MIN.
(S1ZE. 57) AT 1' THICK
Ems, L810.5 __----
q s FLOW
10.5
- N\-24" PIPE MAX.
4' MIN.
ONE LAYER OF GEOTEXTILE FABRIC (TYPE III )
SHALL BE PLACED UNDER ENTIRE AREA COVERED BY RIPRAP.
SECTION B - B
INLET PROTECTION FILTER RING DETAIL
11 OF 15 N.T.S.
PROJECT: SHEET NAME: DATE: 06/12/2019
EXHIBIT B-EROSION 3555 KEITH ST NW
f-V Ry O'REILLY AUTO PARTS PROJECT 18019 CONTROL SUITE 109
BOAT CLUB ROAD DRAWN BY: JDS IB CLEVELAND,TN 37312
FORT WORTH,Tx CHECKED BY: CMB ENGINEERS LLC 423-790-5880
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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
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
uard
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.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 Q
Rev. 11/17/2016