HomeMy WebLinkAboutContract 47224 (2)14,
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STORMWATER FACILITY
MAINTENANCE AGREEMENT
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CONTRACT NO.2R
THIS AGREEMENT, made and entered into this day o nat ,
2015, by and between OLEANDER INVESTMENTS, LLC, acting by and through LANG
PARTNERS, LLC, MANAGER, hereinafter referred to as "Landowner", and the City of
Fort Worth, hereinafter referred to as "City".
WITNES SETH
WHEREAS, the Landowner is the owner of certain real property described as an
approximately 0.047 ACRE (2,064 sq. ft. — East Tract) tract located in the WILLIAM
WELCH SURVEY, ABSTRACT 1644, Tarrant County, Texas according to the deed
recorded in Instrument Nos. D214023218 and D214204585, 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 LOT 1-R1 BLOCK 1 SEIDELLS
SUBDIVISION OF BLOCK 12 FIELDS WELCH 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
OTY
WORTH, .r)
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 12/29/2014
1
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, THFREFORE, 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
Rev. 12/29/2014
2
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
Rev. 12/29/2014
3
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
Rev. 12/29/2014
4
[SIGNATURE PAGE FOLLOWS]
Executed this )3day oWid_ LO 15.
Landowner
OLEANDER INVESTMENTS, LLC
BY: LANG PARTNE'
MANAG
Name: DIRIK Q JDT
Title: MANAGE
•
•
City of Fort Worth
3-
c-s‘3s s, CJntp2
Assistant City Manager
Approved as to Form and Legality
Assistant Cit
ATTEST
ttorney Jeai
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 12/29/2014
5
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on fr1,Vjt1 / (, ,Zh(5 by
1-ersus S C.l3r2 , Assistant City Manager of the City of Fort Worth, on behalf of the City
of r ort Worth.
a F. .
• ti•ii.i 6 rIaN I. C..L
AVa Y fill' LINDA M. HIRRLINGER
t
*�. MY COMMISSION EXPIFIES
-- e••• • eve February2, 2018 Ci
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STATE OF TEXAS
et-
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COUNTY OF TARRANT
UVl - WcAAlinegN�>irtgo„
Public, State of Texas
Before me, the onAOday
undersigned authoritythis of
vise g
, 20 impersonally appeared Dirik Oudt, Manager, known
to me tc' be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that the same is the act of Lang Partners, LLC, Manager of Oleander
Investments, LLC, and that he executed the same as its Manager and as the act of such
Oleander Investments, LLC and for the purposes and consideration expressed in the
foregoing instrument.
�•S�‘RY PV cii
:�n�A• . • � • - -ott
••
•
•
LUPITA A. RAMIREZ
Notary Public, State of Texas
My Commission Expires
April 02, 2016
ary ' ublic, State of Texa
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 12/29/2014
6
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 12/29/2014
STORM WATER FACILITIES MAINTENANCE AGREEMENT AREA
BLOCK 1
SEIDELS SUBDIVISION OF BLOCK 12, FIELDS WELCH ADDITION
E.F. SEIDELS SUBDIVISION OF BLOCK 12, FIELDS WELCH ADDITION
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
BEING 2,064 SQUARE FOOT (0.047 ACRE) TRACT OF LAND SITUATED IN BLOCK 1 OF SEIDELLS SUBDIVISION OF BLOCK
12, FIELD'S WELCH ADDITION, AN ADDITION THE CITY OF FORT WORTH TEXAS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 388-47, PAGES 149-150 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS, AND BEING A
PORTION OF LOT 1-R OF SAID BLOCK 1, AND A PORTION OF THE 12' ALLEY, AND A PORTION OF LOT 15, BLOCK 1
OF E.F. SEIDELS SUBDIVISION OF BLOCK 12, FIELDS WELCH ADDITION, AN ADDITION TO THE CITY OF FORT WORTH,
TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 106, PAGE 26 AN ADDITION TO THE CITY OF FORT
WORTH, TEXAS, AND BEING A PORTION OF THE PROPERTY DESCRIBED IN DEEDS TO OLEANDER INVESTMENTS, LLC
RECORDED UNDER INSTRUMENT NO. (S) D214204585 AND D214023218 OF THE OFFICIAL PUBLIC RECORDS OF
TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A 5/8" IRON ROD FOUND IN ASPHALT FOR CORNER AT THE INTERSECTION OF SOUTH RIGHT-OF-WAY
LINE OF ROSEDALE STREET AND THE EAST RIGHT-OF-WAY LINE OF SEVENTH AVENUE, SAID POINT BEING THE
NORTHWEST CORNER OF SAID LOT 1 R, SAME BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF A PARCEL OF
LAND DESCRIBED IN DEED TO THE STATE OF TEXAS AND RECORDED IN COUNTY CLERK'S NO. D199226698 (VOLUME
13996, PG. 108) OF THE OFFICIAL PROPERTY RECORDS OF TARRANT COUNTY, TEXAS;
THENCE NORTH 44° 46' 17" EAST DEPARTING THE EAST RIGHT-OF-WAY LINE OF SAID SEVENTH AVENUE AND ALONG
THE SOUTHWESTERLY LINE OF SAID STATE OF TEXAS TRACT, AND THE NORTH LINE OF SAID LOT 1-R FOR A DISTANCE
OF 19.37 FEET TO A 5/8" IRON ROD FOUND IN ASPHALT FOR CORNER;
THENCE SOUTH 89° 56' 46" EAST ALONG THE SOUTH LINE OF SAID STATE OF TEXAS TRACT, AND THE SOUTH
RIGHT-OF-WAY LINE OF SAID ROSEDALE STREET, AND THE NORTH LINE OF SAID LOT 1-R FOR A DISTANCE OF 66.19
FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION
THENCE SOUTH 89° 56' 46" EAST CONTINUING ALONG THE SOUTH LINE OF SAID STATE OF TEXAS TRACT, AND THE
SOUTH RIGHT-OF-WAY LINE OF SAID ROSEDALE STREET, AND THE NORTH LINE OF SAID LOT 1-R FOR A DISTANCE OF
20.17 TO A 5/8" IRON ROD FOUND FOR THE NORTHEAST CORNER OF SAID LOT 1-R;
THENCE SOUTH 00° 00' 10" WEST DEPARTING THE SOUTH RIGHT-OF-WAY LINE OF SAID ROSEDALE STREET, AND THE
SOUTH LINE OF SAID STATE OF TEXAS TRACT AND FOLLOWING ALONG THE EAST LINE OF SAID LOT 1-R FOR A
DISTANCE OF 9.78 FEET TO A 5/8" IRON ROD FOUND FOR CORNER;
THENCE NORTH 89° 56' 46" EAST DEPARTING THE EAST LINE OF SAID LOT 1-R ALONG THE SOUTH LINE OF SAID
WEST ROSEDALE STREET , AND THE NORTH LINE OF SAID LOT 15 FOR A DISTANCE OF 36.48 FEET TO A POINT FOR
CORNER IN THE NORTH LINE OF SAID LOT 15;
THENCE SOUTH DEPARTING THE SOUTH LINE OF SAID WEST ROSEDALE STREET ACROSS SAID LOT 15 FOR A DISTANCE
OF 32.92 FEET TO A POINT FOR CORNER;
THENCE WEST ACROSS SAID LOT 15, THE 12' ALLEY, AND SAID LOT 1-R FOR A DISTANCE OF 56.64 FEET TO A
POINT FOR CORNER;
THENCE NORTH ACROSS SAID LOT 1-R FOR A DISTANCE OF 42 76 FEET TO THE POINT OF BEGINNING AND
CONTAINING 2,064 SQUARE FOOT (0.047 ACRE) OF LAND, MORE OR LESS.
DAVID PETREE
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 1890
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BLUE SKY SURVEYING
& MAPPING, CORPORATION
11015 MIDWAY ROAD
DALLAS, TEXAS 75229
PHONE: (214) 358-4500
FAX (214) 358-4600
DRPETREE@BLUESKYSURVEYING.COM
TBPLS REGISTRATION No. 10105700
SHEET 1 OF 2
STORM WATER FACILITIES
MAINTENANCE AGREEMENT AREA
LOT 1 oR, BLOCK 1 - SEIDELLS SUBDIVISION
LOT 15, BLOCK 1 - E.F SrIDELS SUBDIVISION
FORT WORTH, TARRANT COUNTY, TEXAS
JULY 10, 2015
1"=60' F:\ROSEDALEOLEANDER2015ESMT2
POINT OF COMMENCING
100.0'
LOT 15
100.0'
LOT 14
100.0'
LOT 13
100.0'
LOT 12, BLOCK 1
J.N. BROOKERS SUBDMSION
OF BLOCK 11
FIELDS WELCH ADDITION
VOL. 204, PG. 38 DRTCT
100.0'
LOT 11
100.0'
LOT 10
t oo.o'
LOT 9
100.0'
0
0
tf)
S 00' l 7'27" E - 350.00'
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In
b
59.8'
Q
0
1-
(9
O
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J
58.1'
POINT OF BEGINNING
5/8"
5/8"
F.I.R.
S 89'56'46" E
66.19'
N 44'46'12'1 E
19.37'
LOT 1—R, BLOCK 1
F.I.R. SEIDELLS SUBDIVISION
OF BLOCK 12
o FIELD'S WELCH ADDITION
V. 388-47, P.149-150,
P.R.T.C.T.
OLEANDER INVESTMENTS, LLC
INST. NO. D214023218,
O.P.R.T.C.T.
100.0'
2,064 S.F. (0.047 AC. ,"
S TORM WA T ER FACIL I TIES
MAINTENANCE AGREEMENT AREA
S 89°56'46"
20.17'
5/8,S 00°00' 10 n p1""W7 6
FIR
>A 9. 78 ° 89 °56'4 ^ r� E
• 5/8" � 36.40
•• a
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WEST
LOT 4-R, BLOCK 1
SEIDELLS SUBDIVISION OF BLOCK 12
o FIELD'S WELCH ADDITION
V. 388-47, P. 149-150, P.R.T.C.T.
r OLEANDER INVESTMENTS, LLC
INST. NO. D214023218,
O.P.R.T.C.T.
0
0
In
100.0'
LOT 6, BLOCK 1
E.F. SEIDELS SUBDIVISION
OF BLOCK 12
FIELDS WELCH ADDITION
VOL. 106, PG. 26, P.R.T.C.T.
OLEANDER INVESTMENTS, LLC
INST. NO. D214055956,
0.P.R.T.C.T.
100.0'
LOT 7, BLOCK 1
E.F. SEIDELS SUBDIVISION
OF BLOCK 12
FIELDS WELCH ADDITION
VOL. 106, PG. 26, P.R.T C.T.
OLEANDER INVESTMENTS, LLC
INST. NO. D214015976,
O.P.R.T.C.T.
100.0'
LOT 8, BLOCK 1
E.F. SEIDELS SUBDIVISION
OF BLOCK 12
FIELDS WELCH ADDITION
VOL. 106, PG. 26, P R.T.C.T.
MARDACKBEN GROUP LP
INST. NO D209169696,
0-P RTCT
MAP TO ACCOMPANY
METES AND BOUNDS DESCRIPTION
0 30' 60' 120'
GRAPHIC SCALE: 1 60'
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in
12.0'
16.0
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EP
56.64'
0
6
1)
0
d
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_ 7;-1:
(VARIABLE WIDTH RIGHT-OF-WAY)
100.0'
LOT 15, BLOCK 1
E.F. SEIDELS SUBDIVISION
OF BLOCK 12
FIELDS WELCH ADDITION
VOL. 106, PG. 26, P.R.T.C.T.O
OLEANDER INVESTMENTS, LLC
INST. N0. D214204585,
O.P.R.T.C.T.
100.0'
90.0' 10.0'
LOT 13-R, BLOCK 1
SEIDELLS SUBDIVISION o
OF BLOCK 12 0
FIELD'S WELCH ADDITION
V.388-47, P.149-150, P.R.T.C.T.
OLEANDER INVESTMENTS, LLC
INST. NO. D214023218,
O.P.R.T.C.T.
90.0'
100.0'
LOT 12, BLOCK 1
E.F. SEIDELS SUBDIVISION
OF BLOCK 12
FIELDS WELCH ADDITION
VOL. 106, PG. 26, P.R.T.C.T.
OLEANDER INVESTMENTS, LLC
INST. NO. D214055956
O.P.R.T.C.T.
moo'
96.0'
LOT 11R, BLOCK 1
LOTS 9R AND 11R, BLOCK 1
E.F. SEIDELL'S SUBDIVISION
INST. NO. D211156946,
O.P.R.T.C.T.
MARDACKBEN GROUP LP
96.0'
LOT 11R, BLOCK 1
LOTS 9R AND 11R, BLOCK 1
E.F. SEIDELL'S SUBDIVISION
INST. NO. D211156946,
O.P.R.T.C.T.
t _z MARDACKBEN GROUP LP
5' UTILITY EASEMENT
• INST NO D21
90.0'76.0'
WEST OLEANDER STREET
1156946
(26' RIGHT-OF-WAY)
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BLUE SKY SURVEYING
& MAPPING, CORPORATION
11015 MIDWAY ROAD
DALLAS, TEXAS 75229
PHONE: (214) 358-4500
FAX. (214) 358-4600
DRPETREE@BLUESKYSURVEYING.COM
TBPLS REGISTRATION No. 10105700
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100.23'
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LOT 3R
BLOCK 4
E.F. SEIDELS SUBDMSION
CABINET A, SLIDE 4719
100.69'
95'
LOT 8R
BLOCK 4
SEIDELLS SUB OF BLOCK 12
FIELD WELCH ADDITION
INST. NO. D207434397
UTILITY EASEMENT
INST. NO. D207434397
85'
OLEANDER STREET
VACATED BY
ORDINANCE NO. 9221
RETAINED AS EASEMENT
FOR EXISTING UTILITIES
DATE 71°-74:21.5
DAVID PETREE
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 1890
SHEET2 OF2
STORM WATER FACILITIES
MAINTENANCE AGREEMENT AREA
LOT 1-R, BLOCK 1 - SEIDELLS SUBDIVISION
LOT 15, BLOCK 1 - E.F. SEIDELS SUBDIVISION
FORT WORTH, TARRANT COUNTY, TEXAS
DATE. JULY 10, 2015
SCALE: 1"=60'
F:\ROSEDALEOLEANDER2015ESMT2
.63
R:\DWGS\064-004\DWG\064-004 STORMWATER AGREEMENT
co
1
A 12" STORM
0.83'
Isn
co
CS
FL 617.00
FL 617.20
10.08'
INSIDE TOP OF
VAULT=ELEV. 624.50
47-FL 617.50
DETENTION VAULT
EAST BUILDING
NOTES:
1 ALL INTERIOR CONCRETE SURFACES (WALL, FLOOR & CEILING)
OF VAULTS SHALL RECEIVE INTERIOR CORROSION PROTECTION
(EXPDXY LINER) PER CITY OF FORT WORTH SPEC. SECTION
33.39.60.
2. ALL CONSTRUCTION JOINTS IN CAST -IN -PLACE CONCRETE
VAULTS SHALL INCLUDE WATER STOPS.
FL 616.60
RIM= 629.00
INSTALL 24'0 GRATE
FOR OVERFLOW AT TOP
OF ACCESS MH (BASS -
& HAYS BH-400-24G
GRATE & RING) SEE
DETAIL THIS SHEET
(0.83'
10.08'
REINFORCED CONCRETE
VAULT PER TxDOT
MC-10-7" MULT. BOX
CULVERT DETAILS
END WALL TO BE CAST
MONOLITHIC WITH
LONGITUDINAL WALLS
o
INSTALL:
TRASH RACK
BMP SERIES BY
PLASTIC -SOLUTIONS, INC"
0.83'
fA
FL 617.50-\*
VOLUME REQUIRED=5, 330 C. F
STORMWATER FACILITY
MAINTENANCE AGREEMENT
EXHIBIT B
THE CITY OF FORT WORTH, TEXAS
DESIGN
CCA
CATES-CLARK
DRAWN
CCA
GATE
08/11/15
SCALE
1'=6'
NOTES
I4800 Quorum Drive:Smtc 209
Pallas. Texas 25254
Office: 9 2-345-227 Fax:972-4911621
THPE F-3751
FILE NO.
064-004
1 OF 6
wvbi
4/ ELEV. 626.50 WEST
ELEV. 629.00 EAST
0.83'
R:\DWGS\064-004\DWG\064-004 STORMWATER AGREEMENT
CO
o�
W
z
4'
4' DIA ACCESS MANHOLE
TO COURTYARD GRADE
ELEV. 623.00 WEST
ELEV. 624.50 EAST
WALL OPENING
BETWEEN CHAMBERS
SECTION B-B - WEST & EAST BUILDING
10.08'
BOTTOM SLOPES
fEAST TO WEST
21'
60.83'
10.08'
31E-
0.83'
$0.83'
ELEV. 623.00 WEST
ELEV. 624.50 EAST
W Q6
62 I
Imcc
V
$ 0.67'
SECTION A -A - WEST & EAST BUILDING
STORMWATER FACILITY
MAINTENANCE AGREEMENT
EXHIBIT B
THE CITY OF FORT WORTH, TEXAS
10 CATES-CLARK
DESIGN
CCA
DRAWN
CCA
DATE
OR/11/i5
SCALE
1•=5'
NOTES
14600 Quorum DriverSuite 220
D.O.; Texas ]5254
Off :9 2-365-2.272 Fsr9724801627
TOPE Fd151
FILE NO.
064-004
2OF6
7/8' (22rnrn) LIFTING HOLE
133 13/16 (52mm) RAD
1' [2Emm]-
1' [23mm]-
nl" [1610mm]
rl 1/4' [32mm]
.-1 1/4' [32mm]
1 1/4" [32rrm7� [el rim 'maim'1 }
0
R:\DWGS\064-004\DWG\064-004 STORMWATER AGREEMENT
•
2 1/2 [B4mm]
1I [3mm]-}
L1' [2arnmj
26'DIA
[66Om m]
24 1 /4' D[4
[61 6mrn]
Id
i
al
22 1 /B' DIA .1
[52mm]
31' DIA
[787mtan]
RING SECTION
3/ 4
[19mm] —
1 1/4' [32mm]
1
6 1//' [160n1m]
}
1[26mrn]
y Lit 4" [32mm]
V' MACHINED 8EAF41NO SURFACE
2 1/2"
[63mm]
6"
[152mm]
BH 400-24 G
COVER: 190 LBS 86kg
FRAME; 225 LBS 1 O2kg
UNIT: 415 LBS 189kg
MANHOLE GRATE DETAIL
STORMWATER FACILITY
MAINTENANCE AGREEMENT
EXHIBIT B
THE CITY OF FORT WORTH, TEXAS
40 CATES-CLARK
DESIGN DRAWN DATE SCALE NOTES
CCA
CCA
06/11/15
N.T.S
I ISOD Quorom Drive. Suite 200
Dallas. Thus 75n4
Office: 9 2.385-221 Fa9R-950-1627
T"PE F-m1
FILE NO.
064-004
3 OF 6
StormRax TM
FLAT ROOF RECTANGULAR
RACKS/WEIRS
(STANDARD SIZES)
DIMENSIONS IN INCHES
1
0
R:\DWGS\064-004\DWG\064-004 STORMWATER AGREEMENT
•
us impairs
PLAN VIEW
Width (A) ( 113/8
CODE 02
Length ( B) 11 3/8
CODE 02
16 3/4
03
16 3/4
03
Height(C) 71/2 ( 127/8
CODE 01 02
Plastic Solutions, Inc.
PO Box 4386, Winchester, VA 22604
238 McGhee Rd, Winchester, VA 22603
(877) 877-5727 phone
(540) 722-2219 fax
http://www.plastic-solution.com
1 22 118
04
1 221/8
04
CUSTOMER:
PROJECT:
• I
HDPE STRUCTURAL PLASTIC BY
PLAS11C SOLUTIONS, INC.
SIDE VIEW
271/2 327/8
05 I 06
1 271/2 32 7/8
05 06
Flat Roof (FR)
381/4 43 5/8
07 08
361/4
07
43 5/8
Width (A}
08
"lbii .1 ... . . r :44fr_ 4 0:4 ev:Pli 0 .14 P14 1:4:41 1:4 1::::::::11:41P% 4 I I 1.4 •74 1:417.4:4 ire: ifre- it:: 14:4:4:740:41: Pi 4 .74. 1717:::11 4.
e` fakIII
HOST STRUCTURE INFORMATION
PART NUMBER
LENGTH
WIDTH
WALL THICKNESS (REDID)
OUTSIDE RADIUS (DIAMETER/2)
AVAILABLE OPTIONS
'L' CHANNEL STEEL CROSS BRACING
REMOVABLE ACCESS HATCH
HDPE ANTI -VORTEX PLATE
49 154 3/8 159 3/4
09 10 11
49 154 3/8
09 10
Length (B}
651/8
12
593/4 1651/8
11 12
Height (C)
DATE:
DRAWN BY:
APP'D BY:
DETAIL
2
STORMWATER FACILITY
MAINTENANCE AGREEMENT
EXHIBIT B
THE CITY OF FORT WORTH, TEXAS
40 CATES-CLARK
DESIGN
CCA
I.8 gQ.omm Drivt.suee 2110
D.ILL., Tens 75251
Office: 972-333-221 F¢ 972-9).1627
TBPE F-3751
DRAWN DATE SCALE NOTES FILE NO.
CCA
oB/11/is
N.T.S
084-004
4 OF 6
in
z
O. SECTION
DIMENSIONS
O
CC
a)
Z
2
3
4
5 7'.0'
6
2 1.0'
3 7'-0"
5
6
2
3
• 4
5
syal 6
2
gy? 3
4 ($E 4
'EN! 2
epp N 3
"bow 4
b• fit.X 5
�$FS
F�YhBAb
•
D2=Y
.134
Lr
ofi2h
z2$c.
uK''u TiY
41-
5
7' -0"
7' -0"
7'-0'
7 0-
7'-0"
7' -0'
7'-0"
H
3' ,p"
3'-0"
3' -0"
4'-0"
4'"0-
4' -0"
5' -0"
5'-0".
b' -0:
6' -0':
7• -0"
I' -0:
7. _0:
7
7'
7"
7"
7'
7'
7"
•
7"
a•
7"
7"
7"
7`
74
i`
Bors 8
BILLS OF REINFORCING STEEL (For
Bors C & D
Bora E
U No. g LenVID W1 No. &1 Bar C Bar 0 No. ._ $ Lenart Wt No
71 VIlengthN N
Lan }h Wt Wt
a
I
1" 194 .5 5" 15'- 6" 4.67l 167104. 6" 8'-il-I 965 7'- 8' 830 194 55 5" B'- 0" 1,619120
7" 1941.5 5'123'- 1" 4,670162 04 6' 8'-11' 965 l'- B° 830 194 +5 5' 15'• ]' J. 153130
7' 194 • 5` 30'- 8' 6 205 162 +4 6' 8'-II'I 965 7'- 8" 830 199 5I5' 15'- 2' 64.686.222 40
5 I I 1
i" 194 .5 5- !B'- 3' i. "H01162 +4 6' e'•1i' 965 )'• 8'830 194 *5 Sf JO'- 9: 6. 222) 50
7" 194 e5 5'145'-16- 9.274 1621•416' 8'-1111 965 7'- 8' 830 194 05 5'136'- 4" 7.756 60
7" 194 05 5'1 15'' 6' 3.136) 162 •416' 9'-11111.073 7'- 8' 830 194 +5 5.1 8'- 0' 1.619 20
7" 194 .5 5523'- 1" 4.671 162 04 6" 9'-11 11.073 7'- 3" 830 194 +5151 15'- 7" 3,154130
7" 194 '1 • 6 11 046" '-1°II -8' 194+-5' • 2' 4.68840.
99 •5 5 3G'• tl .ZOS 62 9 I .073 ]' 830 5 123' 8
7" 194 .5 6'1/8'- 3' 7.746 162 04 6' 9'-11.11.073 7.- 8' 830 194 •5I5' 30'- 9' 6.222 50
i` 194 05 5'145'-10" 9.274 162 •4 6' 9' -11111..073 7'- 6' 83194 05 5' 38'- 4" 7.756 60
7" 194 5 5 11b'- b- 3.136 162 +4 6- l0'-11_11.161 T'• 8' 830 194 +5 5:18'- 0" 1.'619 20
7"162
194I 05 5 138' - 3- 7,740 16211 .4 6' 10' -I I'I 1.181 7' - 8' 830 194 .5 5 130' • 9' 6, 222 50
1"1194 •5 5 145'•10" 9,279 16 +4 6' 10'-11'll.181 7'- 8" 50 194 •5 5" 38'- 4' 7.756 60
I 21
7"1194 *5 5 115'- I !,1l611621+4 6" I1'-ll'II,290 7'- 8" 830 194 R 55 B'- 0" 1,619 20
7. 194 *5 5 123'- 1" 4,6711162104 6" 11'-it-11.290 7'- 8" 830 194 .5 5'115'- T" 3,153 30
7'1194 05 5. 30'- 8" 6,205 162 +4 6' 11'-II' 1 290 7'- R" 830 194 *5 5' 23'- 2' 4.688 40
71119 05 5 v 38'- 3' 7,740 162 .4 6: 11'-II 1,290 7'- 8: 830 194 w5 5' 30'- 9. 6J222I 50
7'11941.5 5 I45'-10- 9,2'14 162 .4 6" II' -I1 1,290 7'- 8' 830 194 +5 5. 38'- 4' 7.756660
TI19 1.5 5" IS'- 6' 1. 138 162 .9 6" 12'-II i. 198 1'- 0" 830 194 •S 5 8'- 0' 1„ gig 2U
7" 1 9 a - - + 9 5 51 23'- 1' 9 671 162 *4 6" I2'•II 1 390 1'- 8' 830 194 5 5 15'- 7" 3,153130
7.119410! 51(30'- 8' 6. 205 it° 55 6` 12'-II 1, 398 7- 8' 830I194 •5 5 23'- 24.688140
BJO 194 s5 :11::::
1 30' - 9` 6, 2221 50
8J0 194 +5 5 1 38' - 4' 7, 756 60
Bar
Dimensions
..- . .6 .- ---
6'-0' 6'-5" 2'•2"
7'-0' 1'-5- 2'-2'
7" 1941.51b'138'- 3" 1)740. 162 a4 6' 12'-11. 1.396 7'- 8-
7" 19 1.5 5-145'-10" 9,274 162 04 6' 12'-11 1,398 7'- 6"1
o'0 (. -F intoned Grade
- Hi(Roadway SIOPaI
S ,,
(S e GENERAL
H-��
OTE GENERAL
NOTE SI
SECTION THRU CURB
-U^ 5 u
Bars F2 Eq Spa ITypl
--Permissible
1 Conn Jt F2
/ ITyp)
111 �2
b' TF
(T Ye) ii
2--,
IT yp)
TYPICAL SECTION
F2
6"
(1 ypl
Canal" Jt (lypl
F2
Bars D
Dora B-.
1 Top)
Bars E-
Mottan)
N
gz-Bars Y
4•
•t-Bart F2
BARS C
BARS D
_-_-Longtn of Box
Box Length • 40 feet) QUANTITIES
Bore FI^•4 Bara F2-•4
4 Bore M"•
of 1'-6' Max at l'-6"Max
Spa
Length
8' 39'-9
B" 39'-9
8" 39'-9
8"I39'-9
9"I39'-9" 1.5931146 39'"9" 3.877
aft 39'•9"1 531) 54 39'-9' 1.434
8" 39' -91 7971 77 39'-9" 2.045
8" 39'•9' 1,0621100 39'-9 2.655
B" 39' -9 1.3281123 39'-9 3.266 56 4' - 0" 150 196I4'- 6`
6' 39'-9 1.5961146 39'-9 3.677 56 4'- 0" 150 245 4'- 6'
8' 39'-9 5311 60 39'-9 1 593 56 5'- 0' 187 49 4'- 6'
6" 39'-9 7971 BS 39'-9 2 257 56 5' - 0. 187 98 4'- 6"
8" 39'-9 1.062 110 39'-9 2,921 56 5'- 0' 187 147 4' - 6'
8°139'-9 1.3288135 39'-9 4)585 56 5' - 0" 187119614'- 6'
8'139'-9 1.5941160 39'-9 4.248 56 5'- 0' 1117124514'- 6"
6'139'-9 5311 66 39' -9 1,752 56 6'- 0' 2241 4914'- 6'
6'139'-9 7971 93 39'-9 12,469 56 6'- 0' 2241 9814'- 6"
8'139'-9 1.0621120 39'-9 13.186 56 6'- 0" 224114 4'- 6"
6'139'-9 1.3281147 39'-9113,903 56 6'- 0" 224I196 4'- 6'
8'139'-9 1.593 174 39'-9'14,620 56 6'- 0' 2241245j] 4'- 6"
8 139'•91 531 66 39'• '11 75 56 7'- 0" 6 4914'- "
1 9_ T 22 21 6
8 I39'-91 797 94139'-9.12,469 56 7'- 0' 2621 981 4'- 6-
3
ength
Wt No. Langtn
wt
Bars Y & Z-•4
at 10" Max
No- Bar Y
Length
531 54 39'-9' 1.434 56 3'- 0' 112 49 4'- 6'
7979 77 39'- ' 2.045156 - 0' 112 8 4'- 6"
9 93' 9
1.3281239'-9' 3/266656 3' - 0" 112 1476 4'- 6'
1.3281123 I 39'-9` 3]266 56 3'- 0". 112 145J 4'- 61
56 3' - 0" I12 29SJ4'• 6'
56 4'- 0" 150 49 4'- 6'
56 4'- 0" 150 99 4'- 6"
56 4'- 0" 150 147 4'- 6"
8 39'-91 1.062 120139'-9113.186 56 7'- 0' 2621147.14'• 6'
9 9 2 56 262 2 6 I 1 I
Wt No.
8 139'-9 1.328147139.-9113,903 56 7'- 0" 262119614'- 6'
8 3 '-9 159 174IJ '-9"14,6 0 7'- 0" 45 4'-
%L
BARS Z
-Bars F2 Bars F2
( Top 4Bottl "'"7--Bars
Tl
.7 era M
Bars 0-4� 12-Bars F2
BOTTOM SLAB
Bara
Bars 2
PART PLANS
-Bars Fora
)
Bora F2
-Bors FI(Bottonl
TOP SLAB
NF V
BARS Y
1
8or Bar 2 Bor 2
Length Wt
Wt
Bars N Borg
4-e4 K
eNo, Cone
0 ICY)
147 7'- 0' 229 15'- 6' 41 34 97 0.875
295 7'- 0" 456 23'- 1' 62 46 136 1.267
442687 '- 8" 8218211.660
7'- 0" 30 801
726 7'- 0" 916 45'- 0"1122 94I267 2.445
736 7'- 0` i, 295 IV-10.1141 94 26712.945
147 9'- 0" 295 15'- 6'1 41 341 91 0.9401
295 9'- 0" 589923.- 1' 62 48 136J1.354
442 9'- 0" 884 30'- 811 62 64118211.768
589 9'- 0" 1.178 5'- 3" 122 60122712.18259 3
736 9'- 0' 1.473 45'-10' 122 94126712. 596
147 11'- 05 360 15'- 6" 41 34 9711.005
295 I1'- 0" 720 23'- 1' 62 46 136 1.440
442 II' - 0" 1.080 30'- 8' 82 1.876
569111'- 0j 1.440 36'- 3" 1021 80 227I2.312I
736111'- 0' 1,800 45'-10' 12 94 267 2.747
14 1 34 9711.069
29513'- 0, B41 51123'- ' 648 13611.52i
442113'- 0' 1,277I30'- 8" 8 64 18211.9841
589 13'- 0' 1,702 38'- 3' 10 80 22712.441
736 13'- 0' 2.126 45' -10. 12 194 267)2.8961
147 15'- 0' 491115'- 6' 4 1 34, 9711.1341
295115'- 0" 982 23'- 1" 62) 48 136 1.6131
442 i " 1473 -8' 82)1822.0921
5 - 0 138' 80
736 15'- 0" 1.551450' 1221 94 267 3.0511
736115'- 0' 2.855 45,-10' 1221 94 26711. 0501
Length
GENERAL NOTES:
9" 6 Designed 00corain0 to AASHTO LRFD Specifications.
1 Designed to the maximum fill height shown.
411 reinforcing steel shall bo Grade 60.
All concrete Shell bo Class C" with these exceptional use Class '5' for
top slobs Of culverts with overlay, with I-to-2 course Surface treatment, or
with the top slob as the final riding surface.
Class 'C' concrete shall Hove 0 minimum cmmressive strength of 3,600 pal.
Class 'S" concrete shall hove a minimum compressive strength of 4,000 psi.
Tne use of permonont form. is not allowed.
The bottom edge of the top slob sholl be chamfered 3" at the entrance.
Reinforcing bars shall bo adjusted to provide a minimum of 1 1A clear cover.
Construction joints shown at the flow line may bo raised a maximum of 6"
at the Contractor's option. 1f tnis option Is used, Bars M may be cut off
or raised, Bors C and D may be reversed, one Bars Y and Z moy be reversed.
Sae standard MC -MO for skewed enda, angle sections and lengthening details.
BARS K •4
(Spa • 1' 0 Max)
(Length 4 3 1
1'.0- •O
ors CI %-Bore K
Bars N
Bars E
(Top)
Bars B
(Batton)
Bars C
Per
foot of Curb Total
sorrel
Reiff
(LD)
q cg Conc Reinf
u 2 ee- (CY1 (Lb)
225.1 1.21138 36.21 9,141
333.2) 1.7 198 52.4113,524
441.2) 2.3 264) 68.7' 17,910
549.2) 2.9 329) 85.0122,297
657.2 3.4 389101.2126,678
230.4 1.2 1384 38. 8' 9 353
340.1 J 1. 7 19E9 55. 9 13. 801
449.1 2. 3 264 73 15 3
0 ,25
559.4 2.9 329 90. 222 705
J
669.1 1.4 389)I07.2 27.151
239.6 1. 211391 41.4 9, 722
352. 3 1. 711919 59. 3 14, 289
464.9 2.3 2641 77. 3. 18.860
577.6 2.91329 95.4 23.431
690.1 3.41 389)113. 3 27. 994
248.91 1.21138) 44.0 10,093
364.5 1.71198) 62.6 14,77E
480.1 2.31264 81.7 19.468
595.71 2.913291100.5 24,157
711.31 3.4)389 119.4 28.840
254.21 1.21138 46.6 10.304
371.41 1 1198 ' 15.0 66.2 10
486.7) 2. 312641 86.6 19 ;810
605.91 2.913299105.1124.565
723.11 3.41369 125.4129.313
Q 0" min to 5'-0" max. Estimated curb hetanto are
shown elsewhere In the pions. For atructuros
with pe0ostrlan roil, bicycle roil or curbs
roller than I'•0', r,f•r to ECO standard.
For structures with T6 bridge roil, refer to
T6-CM stancora. For structures with traffic
rail 1, other than 76, refer to RAC atondard.
® Far vehicle safety, the following requirements
must Do mail
For atproject without bridao tall, curbs
snail project no more than 3' above flnianed
erode.
For structures with bridge rail, curbs stall
De flush with fl07shed erode.
Curb neiahts shall be iremend, if No chaeary,
to moot the 000ve roqutiemont8. changes
will bo mode In quantities and no additional
campenaotlon will be allowed for this work.
® For curbs lase than Is -0" high, tilt bars K
or reduce bor height as n•cessory to maintain
cover. For curbs less thon 3' nigh, bars K
moy bo omitted.
® 1'-0" typical. 2'50" when RAC standard is
referred to elsewhere in the plops,
HL93 LOADING
004• Texas Dapartnent of Tranap nation
&lose &vls/m
MULTIPLE BOX CULVERTS
CAST -IN -PLACE
7'-0" SPAN
0' TO 10' FILL
MC-7-10
n,o in.nocv.op, w wr l a 1P4 -1 y, eeut.ml
G)ta1KN IN✓YN) 21110 .,.In ,(u.0 uu •n6a 'OW
2
CD
Z <
N J
W 43
0MQ' L 1N3113321OV d1311VM1412101S tr00-tr90\OMQ\tt00-tr90\SOMA\:21
R:\DWGS\064-004\DWG\064-004 STORMWATER AGREEMENT 2.DWG
630
625_-=
620
Occ
� I
Ex ,d^ RCP, I
.--
615�� —1
ckupterm =1 85 cfs
Dc =P 7 'PI
V=7i9 fpsj
610
W
0 3G
P- o r
7 • > • •
In •
O O !n ; Z
K
Z Qre OF-i
(9=QFLn
LL— Zcc0X
13.57
I �
EMERGENCY OVERFLOW
/TOP OF GRATE 630.00
/PROP GRADE
EXIST. GROUNDy
ACCESS_MANHOLE. ...
n=A 4FM Q
ROOF-DRAIN.&rAREAI DRAIN_
i CONN£CTIGN FROM BLDG. �
I ,
8" ON. 0.46%
ace- 3.84 cfs max
cD =4n nz� ,P
V = 15.4 fps
87 LF 11" CLASS III RCP
LINE DiLO_
AST TRACT
aUILDING 11
1
LL 3 N
KLi
�td
--
0> O_
6o=
O
F0en
UUt
w__
LU
5
W 4'
LMtHG NCY UttItl-LOW
TOP OGRATE 629.00
624t50
� � I DEITENTI 1-
AYLT
630"_
625_
620.
5_
ROPOStD CALV. STEEL PLATE BOLTED
WALL(Al SO UUIr r,rt 4U LUAU
P£H1NF;_LO_Q..3. _SF Q_ 47d:_IER_TIShL____ ._..______ _._ ____.
'£PTH. SEE SHEE'T C11. FOR (TALCS
MICLnSI -cin derma
610 1
STORMWATER FACILITY
MAINTENANCE AGREEMENT
EXHIBIT B
THE CITY OF FORT WORTH, TEXAS
DESIGN
CCA
CATES-CLARK
DRAWN
CCA
DATE
08/11/15
SCALE
N.T.S
NOTES
14590 Quorum Drirt,Soxe w
Dallas-Texas75254
Mix: 912-335-227 Far 972-9301627
UWE F-3751
FILE NO.
084-004
60F6
Steps — iSWM
t, (min)
i (in/hr)
Qa (Equation 1
EAST TRACT - LANG OLEANDER MF
MODIFIED RATIONAL METHOD - DETENTION ANALYSIS
Hydrology
.26) (cfs)
a (from Table 1.18)
b (from Table 1.18)
Vpre (Equation 1.27) (ft3)
Pun (in)
Td (Equation 1.27) (min)
Ptd (in)
Vmax (Equation 1.28b) (ft3)
AREA= 1.22 ACRES, C=0.6
1—Year
10
4 06
2 98
95.835
13.425
1035
1.77
17.0
1.15
1590
Outfall Outlet Size from h = 2.08 feet - Area of
Detention Vault Using Opening of 18" Outfall
Orifice Formula Pipe = 0.37 sf or 4.73
Q = cA (2gh)1/2 depth at bottom of
c = 0.7 and h based on pipe using restrictor
volume max plate
1
10 Year
10
7 98
5 84
203.93
2109
1146
3 45
187
2.49
1588
USE FOR OUTFALL
ORIFICE OPENING
h = 2.08 feet - Area of
Opening of 18" Outfall
Pipe = 0.37 sf or 4.73"
depth at bottom of
pipe using restrictor
plate
100 - Year
10
9 24
6 76
(limit to 5.84 max)
322.07
24.388
4437
5.43
29.3
4.52
5330
h = 7.00 feet - Area of
Opening of 18" Outfall
Pipe = 0.39 sf or 4.92"
depth at bottom of
pipe using restrictor
plate
The east tract consists of 1.22 acres and is shown in the TxDOT plans to have a runoff coefficient = 0.6
and an intensity of 7.98 in/hr with a time of concentration of 10 minutes. This calculation allows a
runoff of 5.84 cfs from our site. The flow from our detention facility will be limited to a maximum of
5.84 cfs for each storm intensity design. The connection point for the new detention facility will be the
18 inch Lateral No. G-2 to the existing grate inlet No. G-27 at the southeast corner of W. Rosedale and
7th Street. The existing 18 inch lateral at a 2.0% slope and the downstream 21" lateral at 15.17% slope
each have adequate capacity to carry this flow.
Revised 05-04-2015
d3'd „09 X3
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ual
rl>
ROSEDALE STREET
i
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hermeN.m
dDd „09 Y3
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.1
11
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WC
MN+mIIIN]nNrR lie]
1
W IMIINl911[Ol]el MIMS �I
I
I�
Planting Plan
&fair V{f
HP
1® Arhltecmm ikon Deft'
IHO Mwaew teed semis.
DNml.Ten, n,,,
Tlkpllenel III1I396.7
Av nNe,nh
Kimley*Horn
alnnndn Inv.Nmntl, ut
Protect Number:
prime. 0v:
ornmir
A
0
A
A
A
0
L5.03
zm]071
DO,
1
'
PHI.
LIE;
0
3
0
0
r >>>»c>
0
cn
ow510 A - W1w91oIIGuop
CO
d
Lang Oleander
Fort Worth, Texas
1 !
` )I
)4§
R
\\
§le
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,
o r other adverse effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur. Silt shall
be completely removed from the detention vault structure. 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
n ecessary to maintain proper operation of the basin. Disposal shall be in
accordance with federal, state and local regulations.
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
o utlet 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. 12/29/2014
8
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
pond
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
DATE
REPAIRS
REQUIRED
REPAIRS
MADE
NOTES
STORMWATER FACILITY MAINTENANCE AGREEMENT
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
1
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 12/29/2014