HomeMy WebLinkAboutContract 46029 C N 8%CjFx'0AW�
COMTRAC °Ain.
STORM WATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day of , by and
between Elan West 7th , L.P. 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 6.038 acre tract located in the William Bussell Survey, Abstract 151,
Tarrant County, Texas and being all of Lots 1-6, 16-18 and 22-24 , Block 16, a portion of
Mercedes Avenue abandoned by ordinanace and Lots 1-11R and 13-16, Block 17 of
Linwood, an addition to the City of Fort Worth, Texas, according to the plat recorded in
Volume 388-B, Page 181 of the Plat Records of Tarrant County, hereinafter called the
"Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Construction Plans known as Plans for the Construction of Public Paving
and Drainage Improvements to Serve Carroll Street Apartments hereinafter called the
"Plan", which is expressly made a part hereof, as approved or to be approved by the City
and the Landowner provides for management of storm water within the confines of the
Property; and
WHEREAS, the City and the Landowner, and 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 Storm Water Management Facilities be constructed and maintained on a
portion of the Property; and
WHEREAS, the City requires that on-site Storm Water 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
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012 RECEIVED OCT 15,20141
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 Storm Water 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 Storm Water Facility
includes all pipes, channels or other conveyances built to convey storm water
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the storm water. Adequate maintenance
is herein defined as good working condition so that these facilities are
performing their design functions. The Stonn Water 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
STORM WATER FACILITY MAINTENANCE AGREEMENT 2
Rev.09/10/2012
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
STORM WATER FACILITY MAINTENANCE AGREEMENT 3
Rev.09110/2012
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 DETENTION FACILITY;
ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1)
FLOODING OF THE FACILITY AND ITS PIPES, (2) FAILURE OF
THE PIPES OF THE FACILITY, OR (3) FAILURE OF THE FACILITY
OR ITS PIPES 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]
STORM WATER FACILITY MAINTENANCE AGREEMENT 4
Rev.09/10/2012
Executed this ay of 2l!
Elan West 7t1', L.P., a Delaware limited City of Fort Worth
partnership
By: Elan West 7 t General Partner GP, �
L.L.C., a Delaware limited liability Fernando Costa
ompany Assistant City Manager
Approved as to Form and Legality
Name: Laird Sparks
Title: Vice President 4��2
Assistant Ci ttorney
ATTEST
ity Secret
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AS
i
STORM WATER FACILITY MAINTENANCE AGREEMENT cJ
Rev.09/10/2012
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on Aftd�A,&Itl by
Fernando Costa, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
�PY P
�o? iVOsd;F-:.wA @1FLS
�= Notary Puojic. Slate of Texas
_ c MY C.ornrrnsslon Expires tary Public, State of Texas
July 10, 2017
STATE OF TEXAS §
COUNTY OF +A}zu 4NT �(�,`�(�, §
Before me, the undersigned authority on this :90-- day of . , 2014,
personally appeared Laird Sparks, known to me to be the person whos ame is
subscribed to the foregoing instrument and acknowledged to me that the same is the act of
Elan West 7t11 General Partner GP, L.L.C., and that he executed the same as its Vice
President and as the act of such and for the purposes and consideration expressed in the
foregoing instrument. ,
KARISSA NOELLE HARDING Notary Public, State of Texas
My Commission Expires
February 7,2019
i
STORM WATER FACILITY MAINTENANCE AGREEMENT 6
Rev.09110/2012
I
EXHIBIT A
LEGAL DESCRIPTION
A. Metes and Bounds
B. Surveyor's Drawing
C. Preliminary Plat
LEGAL DESCRIPTION
STORM WATER MAINTENANCE EASEMENT NO. 1
0.341 ACRES
BEING a tract of land situated in the William Bussell Survey, Abstract No. 151, City of Fort Worth, Tarrant County,
Texas and being part of Lot 1 R, Block 17R, Linwood Addition, an addition to the City of Fort Worth, Texas
according to the plat recorded in Instrument No. D214020464, Plat Records of Tarrant County, Texas and being
more particularly described as follows:
BEGINNING at a point in the westerly terminus of Mercedes Avenue (a 50-foot wide right-of-way), from which, the
northwest corner of said terminus bears North 7°39'00" East, a distance of 0.42 feet;
THENCE with said terminus, South 7°39'00"West, a distance of 2.10 feet to a point for corner;
THENCE departing said terminus, the following courses and distances to wit:
North 64°57'00"West, a distance of 67.02 feet to a point for corner;
South 25°03'00"West, a distance of 0.50 feet to a point for corner;
North 64°57'00"West, a distance of 60.00 feet to a point for corner;
South 25°04'23"West, a distance of 21.81 feet to a point for comer;
North 64°55'37"West, a distance of 125.33 feet to a point for comer;
North 25°04'23" East, a distance of 52.33 feet to a point for comer;
South 64 055'37" East, a distance of 14.55 feet to a point for corner;
North 25°04'23" East, a distance of 7.33 feet to a point for corner;
North 64°55'37"West, a distance of 14.55 feet to a point for corner;
North 25°04'23" East, a distance of 52.33 feet to a point for comer;
South 64°55'37" East, a distance of 138.33 feet to a point for corner;
South 25°04'23"West, a distance of 52.33 feet to a point for comer;
North 64°55'37"West, a distance of 20.44 feet to a point for corner;
South 25 004'23"West, a distance of 7.33 feet to a point for comer;
South 64°55'37" East, a distance of 7.44 feet to a point for corner;
South 25°04'23"West, a distance of 27.52 feet to a point for comer;
South 64°57'00" East, a distance of 60.00 feet to a point for corner;
South 25°03'00"West, a distance of 0.50 feet to a point for comer;
South 64°57'00" East, a distance of 66.39 feet to the POINT OF BEGINNING and containing 14,870 square
feet or 0.341 acres of land.
The bearings for this survey are based on a bearing of North 7°35'00" East for the east right-of-way line of Foch
Street according to the plat of Linwood Addition recorded in Volume 388-13, Page 181 of the Plat Records of
Tarrant County, Texas.
Dana Brown
Registered Professional Land Surveyor No. 5336 STORM WATER
Kimley-Horn and Associates, Inc.
12750 Merit Drive, Suite 1000 MAINTENANCE ESMT. NO. 1
Dallas, Texas 75251
Ph. 972-770-1300 WILLIAM BUSSELL SURVEY
dana.brown @ kmley-horn.com O ABSTRACT NO. 151
'�P��GIST •
CITY OF FORT WORTH
* . *. TARRANT COUNTY, TEXAS
..... ................... ...
DANA BROWN
................. •.T ...
53316 O' C=F1 Kimley-Horn
P
l9 ��FE�S�� '' and Associates, Inc.
ti '' ,�....• y
u � 12750 Meril Drive,State 1000 Tel.No.(972)770.1300
1\\ S U R v t Li Dallas,Texas 75251 Fax No.(972)239-3820
Draw7b
y7 Checked by Date I Pro eel No. I Sheet No.
•, 1'=60' DAB/SW I JAD JAN 2014 067771612 1 OF 5
PLOTTED BY BROWN,DANA 3/1 712 01 4 10:49 AM DWG NAME K1DAL_SURVEYX067771612-GREYSTAR CARROLLIDWGI057771612-GREYSTAR CARROLL STM WTR MANAGEMENT
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INST.NO.D214020464 PUBLIC PEDESTRIAN L1 MERCEDES
ACCESS ESMT.
S P.R.T.C.T. INST.NO. /)214020464 AVENUE
0 30' 60' P.R.T.C.T. /� (50'R.O.W.)
/ XS
GRAPHIC SCALE IN FEET 1
L _ p LOT 7
f' BLOCK 16
&AERIAL ESMT. p I LINWOOD
VOL.7411,PG.103 I VOL.388-B,
D.R.T.C.T. PG.181
LEGEND I P.R.T.C.T.
A=CENTRAL ANGLE
P.O.C.=POINT OF COMMENCING
P.O.B.=POINT OF BEGINNING
IRSC=5/8"IRON ROD W/"KHA"CAP SET
IRFC=IRON ROD W/CAP FOUND
IPF=IRON PIPE FOUND
D.R.D.0 CONTROLLING DEED RECORDS OF TARRANT COUNTY,TEXAS STORM WATER
D. =OFFICIAL PUBLIC RECORDS,TARRANT
COUN TY,,T EXAS MAINTENANCE ESMT. NO. 1
COUNTY,T
- WILLIAM BUSSELL SURVEY
of T ABSTRACT NO. 151
�? 'ST CITY OF FORT WORTH
DANA BROWN ""' AN""..(BR TARRANT COUNTY, TEXAS
REGISTERED PROFESSIONAL ......., � �WN
LAND SURVEYOR NO. 5336 ,, §336 ) v:' ��� Kimley-Horn
12750 MERIT DRIVE, SUITE 1000 <I SOP ao�PO� � and Associates, Inc.
DALLAS, TEXAS 75251 '1 ..... �y 12750 Merit Drive,Suite 1000 Tel.No.(972)770.1300
PH. 972-770-1300 Rv \ Dallas,Texas 75251 Fax No.(972)239-3820
�'J il. ,`�, Scale Drawn by Checked by Date Project No. Sheet No.
dana.brown @kimley-horn.com � 1'=60 DAB/SLJ JAD JAN 2014 067771612 20F5
PLOTTED BY BROWN,DANA 3/17/2014 10:49 AM DWG NAME KADAL_SURVEY1067771612-GREYSTAR CARROLLIDWG\067771612-GREYSTAR CARROLL STM WTR MANAGEMENT
ESMTS.DWG LAST SAVED 1/23/2014 5:18 PM
LEGAL DESCRIPTION
STORM WATER MAINTENANCE EASEMENT NO. 2
0.073 ACRES
BEING a tract of land situated in the William Bussell Survey, Abstract No. 151, City of Fort Worth, Tarrant County,
Texas and being part of Lot 1 R, Block 17R, Linwood Addition, an addition to the City of Fort Worth, Texas according
to the plat recorded in Instrument No. D214020464, Plat Records of Tarrant County, Texas and being more
particularly described as follows:
BEGINNING at a the westernmost end of a circular right-of-way corner clip at the intersection of the east right-of-way
line of Foch Street (a 50-foot wide right-of-way) and the south right-of-way line of Azalea Avenue (a 50-foot wide
right-of-way), said point being the beginning of a curve to the right having a central angle of 5°22'36", a radius of
19.53 feet, a chord bearing and distance of North 26°44'13" East, 1.83 feet;
THENCE in a northeasterly direction,with said curve to the right, an arc distance of 1.83 feet to a point for comer;
THENCE departing said circular right-of-way comer clip,the following courses and distances to wit:
South 19°07'09" East, a distance of 14.76 feet to a point for corner;
South 64°09'12" East, a distance of 79.77 feet to a point for corner;
North 25°04'23" East, a distance of 3.57 feet to a point for corner;
South 64°55'37" East, a distance of 6.00 feet to a point for corner;
South 25°04'23"West, a distance of 16.50 feet to a point for corner;
South 64°55'37" East, a distance of 71.00 feet to a point for comer;
South 25°04'23"West, a distance of 7.00 feet to a point for corner;
South 64°55'37" East, a distance of 103.00 feet to a point for corner;
South 25°04'23"West, a distance of 13.00 feet to a point for comer;
North 64°55'37"West, a distance of 180.00 feet to a point for comer;
North 25 004'23"East, a distance of 30.93 feet to a point for corner;
North 64°09'12"West, a distance of 80.62 feet to a point for corner;
North 19°07'09"West, a distance of 13.57 feet to a point for corner in said southeast right-of-way line;
THENCE with said southeast right-of-way line, North 23°16'52" East, a distance of 1.02 feet to the POINT OF
BEGINNING and containing 3,167 square feet or 0.073 acres of land.
The bearings for this survey are based on a bearing of North 7°35'00" East for the east right-of-way line of Foch
Street according to the plat of Linwood Addition recorded in Volume 388-B, Page 181 of the Plat Records of Tarrant
County, Texas.
Dana Brown
Registered Professional Land Surveyor No. 5336
Kimley-Horn and Associates, Inc. STORM WATER
12750 Merit Drive, Suite 1000
Dallas, Texas 75251 MAINTENANCE ESMT. NO. 2
Ph.na.br wn@k00 WILLIAM BUSSELL SURVEY
dana.brown @ kmley-horn.com
°F T ABSTRACT NO. 151
�•�GISTEQ;:':•
CITY OF FORT WORTH
aNa B oyvly TARRANT COUNTY, TEXAS
.y.:.... ..
o 336,'
Kimley-Horn
and Associates, Inc.
12750 Ment Drive,Suite 1000 Tel.No.(972)770-1300
• Dallas,Texas 75251 Fax No.(972)239-3820
Scale I Drawn by I Checked by Date I Project No. I Sheet No.
1°=60' DAB/SW JAD JAN 2014 067771612 301`5
PLOTTED BY BROWN,DANA 3/1712014 10:50 AM DWG NAME KADAL SURVEY10 677 71 61 2-GREYSTAR CARROLUDWG1067771612-GREYSTAR CARROLL STM WTR MANAGEMENT
ESMTS.DWG LAST SAVED 1/23/2014 5:18 PM
i
N
W C=n E
LOT 3 S
0 30' 60'
BLOCK 10 LOT 15
LINWOOD
VOL.388-B,PG.181 GRAPHIC SCALE IN FEET
P.R.T.C.T. P.O.B. q LOT 14
C1 IRSC
LOT 2 IRSC (1/2"IRFC"DCA"
N 54.47'W 2.4') (610, LOT 13
LL33 \ L24 L23 R0 �'V BLOCK9
Al \ > L24 ) LINWOOD
40 \ <2 O.E.D.C.ESMT. VOL.388-B,PG.181
INST.NO.D213230247 P.R.T.C.T.
�C LOT 12
\ O.P.R.T.C.T.
\ 1/2"IRFC"DCA" 1/2"IRF
LOT 1 (/)� (1/2" RFC"DCA"
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"DCA" \ PKF
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FLOODPLAIN ESMT. \ \\\ \ "DCA" DRAINAGE ESMT.
INST.NO.D214020464 \ \ \ \ D214020464
P.R.T.C.T. \ \ L27 \ P.R.T.C.T.
PUBLIC PEDESTRIAN 4 \ �2B\ \ XF
ACCESS ESMT. \ \
INST.NO.D214020464 \ \ \
P.R.T.C.T.
LOT 1 R,BLOCK 17R
INST.NO.D214020464 \\
L29
P.R.T.C.T.
STORM WATER
MAINTENANCE ESMT.
0.073 ACRE
LEGEND
A=CENTRAL ANGLE
P.O.C.=POINT OF COMMENCING
P.O.B.=POINT OF BEGINNING
IRSC=5/8"IRON ROD W/"KHA"CAP SET
IRFC=IRON ROD W/CAP FOUND
IPF=IRON PIPE FOUND
C.M.=COROLLING MONUMENT
D.R.D.C.TTNT DEED RECORDS OF TARRANT COUNTY,TEXAS STORM WATER
O.P.R.D.C.T.=OFFICIAL PUBLIC RECORDS,TARRANT
COUNTY,TEXAS MAINTENANCE ESMT. NO. 1
WILLIAM BUSSELL SURVEY
OF-- ABSTRACT NO. 151
P `ST CITY OF FORT WORTH
DANA BROWN """ TARRANT COUNTY, TEXAS
ANA �, ,OWN
REGISTERED PROFESSIONAL ;.....;.........::...
LAND SURVEYOR NO. 5336 0 53365_ Pte,; �_� Kimley-Horn
12750 MERIT DRIVE, SUITE 1000 �9 �o CS�p�..o� and Associates, Inc.
DALLAS, TEXAS 75251 '' • •••.R•••
0 v 12750 Merit Drive,Suite 1000 Tel.No.(972)770-1300
PH. 972-770-1300 I Dallas,Texas 75251 Fax No.(972)239-3820
\ !�,
11 ` Scale Drawn by Checked by Dale Project No. Sheet No.
dana.brown @kimley-hom.com 1"=60' DAB/SU JAD JAN 2014 1 067771612 40F5
PLOTTED BY BROWN,DANA 3117/2014 10:50 AM DWG NAME K:0AL_SURVEY10 6 7771 61 2-GREYSTAR CARROLLIDWG1067771612-GREYSTAR CARROLL STM WTR MANAGEMENT
ESMTS.DWG LAST SAVED 1/2312014 5:18 PM
CURVE TABLE
NO. DELTA RADIUS LENGTH CHORD BEARING CHORD
C1 5°22'36" 19.53' 1.83' S26°44'13"W 1.83'
LINE TABLE LINE TABLE LINE TABLE
NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH
L1 S07°39'00"W 2.10' L13 S25°04'23"W 52.33' L25 S25°04'23"W 16.50'
L2 N64°57'00"W 67.02' L14 N64°55'37"W 20.44' L26 S64°55'37"E 71.00'
L3 S25°03'00"W 0.50' L15 S25°04'23"W 7.33' L27 S25°04'23"W 7.00'
L4 N64°57'00"W 60.00' L16 S64°55'37"E 7.44' L28 S64°55'37"E 103.00'
L5 S25°04'23"W 21.81' L17 S25°04'23"W 27.52' L29 S25°04'23"W 13.00'
L6 N64°55'37"W 125.33' L18 S64°57'00"E 60.00' L30 N64°55'37"W 180.00'
L7 N25°04'23"E 52.33' L19 S25°03'00"W 0.50' L31 N25°04'23"E 30.93'
L8 S64°55'37"E 14.55' L20 364°57'00"E 66.39' L32 N64°09'12"W 80.62'
L9 N25°04'23"E 7.33' L21 S19°07'09"E 14.76' L33 N19°07'09"W 13.57'
L10 N64°55'37"W 14.55' L22 S64°09'12"E 79.77' L34 N23'1 6'52"E 1.02'
1-11 N25°04'23"E 52.33' L23 N25°04'23"E 3.57'
L12 S64°55'37"E 138.33' L24 S64°55'37"E 6.00'
STORM WATER
MAINTENANCE ESMT
WILLIAM BUSSELL SURVEY
P� . ABSTRACT NO. 151
CITY OF FORT WORTH
/.1-6.f.....P.;:......... .
DANA OWN ; •' TARRANT COUNTY, TEXAS
I....5�6...P\,:.
�o
9 o� : Kimley-Horn
<1 . p•. ESS�` and Associates, Inc.
`S U R V 12750 Merit Drive,Suite 1000 Tel.No.(972)770-1300
\�• Dallas,Texas 75251 Fax No.(972)239-3820
Scale I Drawn by I Checked by Date I Pro ect No. I Sheet No.
1•=60' DAB/SLJ JAD JAN 2014 067771612 5 OF 5
PLOTTED BY BROWN,DANA 3117/2014 10:50 AM DWG NAME K:1DAL_SURVEY1067771612-GREYSTAR CARROLLIDWG1067771612-GREYSTAR CARROLL STM WTR MANAGEMENT
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DESIGN PLAN AND SPECIFICATI®NS
A. Design Calculations
B. Schematic Plan
C. Landscaping- N/A
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as deemed necessary bySherbg Engneer,to make sure that he stresses in Retaking Wag Steel stag
not exceed 90%of he destined l44W strength wide bac'QWng.
5.Reigning Wal BaMIN shag not be aged prior to#*ring.Saxng Laca6Dn along the wal heght slat ~
s be mahtaksed w dose as possble to the raW location of the support FvW sLW ooLild be in ton.of
Slab,Beam,Plank,Precast Dabs Tees,or any kind of diaphragm
6.Relnng Wag BadJrq material specil'ration shag be in aaadance with(3ededh Report In arty case,
R shall not be a'rowed to use baddFag rraexial wft exerts more pressure on the wals than the wait are V
designedfor.ConhactorduA 11 EORwt*nkt"BadoiiN opbonsare walablehGsotsch Report
e
to verily and poOde he appropriate bacAirwg modal as designed bySlnxhM Engineer.At a nYdnxan
the wag bxM shag inch did a 2 Foot Wide sedan of Free Nkkq Gravel Baddd behind!we]. c4.
s 7.HI Wafts shall nck de a 6'dmneter PVC Pedaated Dann Fpewrapped'n graxel and sackcloth.Contractor
slat slope dran ppe to facitate dranage and coordinate locationswtrers*a wftved with av3.
8.Cmbador dal enuee that the Baddi3ig&Swdwp dxng badtfiling shy hot'vxiude any addkonal
y stresses In he wA beyordwfat he wait Is designed tor.Retanhg Waft are not destined for EpdpneM .�
a Swdargewhie bacKling unless noted on drawings.Care shall be taken to and any additional stresses on
ReUmV Wags wide bacdkg from egvpm tot Contrackrsha6 identify those=Wxes where a d not S
a possible Not to&adarge wad drung badffxg operabors well in adrdnce and std equpmenl load,
equpmantlaoryrin4 the path and any adfaal k foma*n to FOR krappm eal at bast in weeks in advance
be naeased'n order to approve such special Wregtwst Contadert she]also Wag
an app.*from he mdu?ed
and the owner in case of wal 8dckness And'Or price increase ph"casting such Retaking Wags.
d
_ n Special Inspections
1. The Owcer Shag Employ One Or More Special Inspector(s)To Provide Inspectors During Consmntnn On The Types Of Construction listed in This Section.The Special Inspector
Shag Be A Qualified Person Who Shall Demonstrate Competence To The Inspections Being Perfomred To The Satisfaction Of The Engineer Of Record And The Bu cloV Official.The
Special Inspector Shall Have Experience With At Least Five Other Projects Similar In Nature.
2. The Purpose Of The Inspections Shall Be To Enforce Wier a With The Construction Drawings,Spedfatians,Geo-techmoal Report And The Intemabonal Building Code,Section
1704.
3. Special Inspectors Shall Keep Retard Of Inspections.The Special Inspector Shall Furnish Inspection Reports To The Building Mal,The Engineer Of Record,And Contractor.
Reports Shal Indicate That The Work Inspected Was Performed In Conformance To The Approved Construction Documents.Discrepancies Shall Be Brought To The Immediate
Attention Of The Contractor For Cmecferr.Any Corrections That Were Not Completed By The Conbadorshall Be Brought To The Abortion Of The Berg Official Arid The
Engineer Of Record.If Discrepancies Are Not Careded By Contractor,Special Inspector Shall Issue A Norificaton Of Non-conpCmnce(NNC)To Engineer Upon Completion Of
Special Inspections.
4. The SCI Inspector Shal Verify That The Fabricators Mantes Detailed fabrication And Ovally Control Procedures That Provide A Basis For Inspection Control Of The
Workmanship.if FaMicator Is Famed In A Nationally Accepted Inspections Program(Satisfactory To The Engineer And Bing Official),This Is Not Required.
5. Each Special Inspector Is Responp'bte To Review The Plans Thoroughly Arid Sufficiently Ahead Of Construction To Establish If He Can Insped Those Items Entrusted To Him.Al
Ambiguities Or Omissions In The Approved Plans That Create An Form Of Doubt for The Special Inspector Shag Be Resolved Through The Proper Channels Prior To Construction.
6. General Contractor Shag Arrange For A Pre-constnxtiai Meefirg To Include Omer,kchited,Structural EgieerAnd Special Inspector.
7. The Geoledmica Arid Structural EngneerSlmuld Examine Feeling Excavation,Pier And Pier Cap Insulation,And FU Placement To Determine That The Propor Design
Requiemenls Have Been Readied.The Inspection Should Be Performed Prior To The Placement Of The Slab Reinforcement In The Excavation.
8. The Following Items Require Inspection By The Special Inspector.
Item To Be Inspected: Frequency: Referenced Standard
Structural I Reinforag Steel:
Identification MaMW To Conform To ASTM Standards Specified In Approved Constnrctim Documents Periodic Feld Review,Applicable ASTM Material Specs AISC 360 Sec.A3.3
Manufacturers Certificate Of Carnp6ance pedodic
Material Verification Of Struc Ural Steel Materials&Installation:
Identfica on Marldrgs To Conform To ASTM Standard Specified In Approved Construction Documents field Review,ASTM A61 A568.IBC 1708.
Mar ufdd Tees Certfied Will Test Reports suMr ibil,ASTM A6f A558,IBC 1708A
Material Verification Of Weld Filer Metals
ldentfcation Maddngs To Conform To AWS Specification In Approved Constnx0on Documents submittal,AISC 360 Sec.A3.5
Manufacturers Certificate Of Cornpgance
Welding Of Struchual Steel
Welding Of RdnWdrg Stied
VeifcationOfWaWbilty Other Than ASTM A706 periodic W Review,AWSdi.4 ACI 318.3.5.2
Renforcng Steel-resisfirg Flexural And Axial Fortes In 4AermedateAM Special Moment Resisting continuous fiend Review,AWSd1.41ACI 318.3.5.2
Frames And Boundary Elements Of Special Reinforced Concrete Shear Wags And Shear Reinforcement
e Shear Reinforcement(beam Stumps And fia'vmtal Was Reinforcement) continuous fiend Review,AWShcAt ACI 318.3.5.2
h
Other Reirdorarg Steel pedodc field Review,AWShc.41 ACI 318.3.5.2
Inspection Of Steel Frame Joint Details For Conptiarice With Approved Construction Documents WW;c field Review,IBC 1704.3.2
Indudug Details Such As BrAClrg And Slibuf:ng,Member Locations,And Application Of Joni Details At
Each Connection
Quality C intrd Of Fab ia4on Shop oe Tme in Rant Review,IBC 1704.2,
(see Note Above)
Reinforced Concrete:
Materials-Review Product Supplied Versus Certificates Of Compliance With Ma Design. pedodc submM1fal&Fiord Review,IBC 1704.4.1,ACI 316:Ch 4,ChS,
IBC 1904,1905.2,-1095A,19142,1914.3
Formwork Installation pedodc fadd Review.IBC 1906,ACI 318:6.1,6.2
Placement Of Concrete Periodic field Review,ACI 318:51.10,IBC 1704.4,1905.9,1905,10,1914.6,1914.7,1914.8
Concrete Curing pedodc field Review,ACI318:5.11.13,IBC 1704.4,1905.11,1905.13,1914.9
Renfadrg Steel Placement period, ACI 318:3.5,7.1-7.7;IBC 1913.4
Renfordrg Steel Welding see Above see Above
Boles Insaled In Concrete Prier To And During Placement. continuous field Review,IBC 1911.5
Verification Of In-sihu Concrete Strength Prior To Stressing Of Tendons In Post-tensioned Concrete periodic laboratory Test,ACI 318.6.2
kid Prior To Removal Of Shores And Form From Beams And Structural Slabs And Wier Concrete
Concrete Mix Design wiodc ACI 318 Ch,4,5.25.4,
Each Concrete Pour IBC 190422,1913.2,1913.3
Sam fig Of Fresh Concrete continuous laboratory Test,ACI 318 5.6,5.8
PmMAComposite Sample As Required in ASTM C172,ASTM C3I,IBC 1913.10
Specifications.Monitor Slump kid Air Content
Of Concrete And Notify Delivery Driver If Slump
Deviates Mae Than 1'From Recommended Vale.
Sots-Footirn Bearing And Buldici Pad Suberade Preparation:
T. Verify Materials Below Foothills Are Adequate To Achieve The Design Bearing Capacity. Periodic field Review,IBC 1704.7
Verify Excavations Are Extended To Proper Depth And Have Readied Proper Bearing Strata. Periodic field Review,IBC 1704.7
t Perform Classification Of Controlled F7 Materials Periodic field Review,IBC 1704.7
Verify Use Of Proper Materials,Densities,And UftTNckness Dung Placement AM Continuous field Review,IBC 1704.7 \
Compaction 0f Controlled Fill
Prior To Placement Of Contruled F&,Observe Sub-grade And Verify That Site Has Been Periodic field Review,IBC 1704.7
Prepared Property O
m
`oval 10 Structural Sheet Index For Storm Vault n
SffETMAT SiEETNO. 'WE RU FORPERW FORIOD%CDSET S.V.DETkLREV. RFl3 14REV. : \\s-
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2 V%2 Standard Worced Oconte D 11.27.2113 12.11.2013 01-062014 01.162014
3 v51d4 Not sInmvadFardafionard Roof ft 11.27.2013 12-11.2013 01-062014 01-1620N ;
4 VSIM SoASbmVallFosda•F&ardRoofRan 11.27.2013 12.11.2013 0418.2014 01.162114
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EXHIBIT C
OPERATIONS AND MAINTENANCE
PLAN
A. Routine Maintenance Specifications
B. Non-routine Maintenance Activities
Exhibit "C"
CITY OF FORT WORTH STORM WATER 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
facility's storage volume is reduced by more than 10%. Silt shall be removed and
the facility 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 facilities 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 facility. 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
outlet until final acceptance.
Damaged pipes, outfall structures, trash racks, and access points shall be
repaired to their original working condition.
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 and silt, litter and debris removal dates.
• 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.
STORM WATER FACILITY MAINTENANCE AGREEMENT 9
Rev.09/10/2012
EXHIBIT D
MAINTENANCE CHECKLIST
Exhibit "D"
Storm Water Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Remove Trash and
debris
Violations Noted
MINOR
INSPECTION
Condition of Facility
Amount of silt in
facility
Amount of ponded
water
Condition of trash
ward
MAJOR
INSPECTIONS
Condition of Outfall
Structure
Condition of Pipes
Condition of Access
Points
STORM WATER FACILITY MAINTENANCE AGREEMENT 1
Rev.09/10/2012
;'1