HomeMy WebLinkAboutContract 46747 CITY SECRETAIW
CONTRACT NO.
STORMWATER FACILITY MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into by and between RAILHEAD
ASSOCIATION, INC., a Texas nonprofit corporation, hereinafter referred to as the
"Association", and SCANNELL PROPERTIES #206, LLC, an Indiana limited liability
company, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter
referred to as "City".
BACKGROUND
A. Lot 1, Block D, Railhead Fort Worth, Phase One property subject to the
Agreement is currently owned by Association.
B. Lot 2, Block D, Railhead Fort Worth, Phase One property subject to the
Agreement is currently owned by Landowner.
C. Landowner is granting to Association a Detention Pond Easement
Agreement over lands owned by Landowner and identified herein.
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as an
approximately 14.010 acre tract located in the James Huie Survey, Abstract 800, Tarrant
County, Texas according to the deed recorded as Instrument No. D215067397, Official
Records, Tarrant County, Texas, also known as Lot 2, Block D, Railhead Fort Worth
Phase One, recorded in Cabinet A, Slide 4358, of the Plat Records, Tarrant County,
Texas, hereinafter called the "Landowner Property".
WHEREAS, the Association is the owner of certain real property described as an
approximately 4.006 acre tract located in the James Huie Survey, Abstract 800, Tarrant
County, Texas according to the deed recorded as Instrument No. D204354351, Official
Records, Tarrant County, Texas, also known as Lot 1, Block D, Railhead Fort Worth
Phase One, recorded in Cabinet A, Slide 4358, of the Plat Records, Tarrant County,
0
oTexas, hereinafter called the "Association Property". Collectively, the Landowner
Property and the Association Property are hereinafter known as the "Property".
w WHEREAS, the Landowner is proceeding to build on and develop the Property
w according to the Site Plan/Subdivision Plan known as Railhead #3 hereinafter called the
U
oWc "Plan", which is expressly made a part hereof, as approved or b the City,
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Landowner, and Association provides for management of Stormwater within the confines
of the Property; and
WHEREAS, the City, Landowner, and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort
Worth, Texas require that on-site Stormwater Management Facilities be constructed and
maintained on a portion of the Property; and
WHEREAS, the City requires that on-site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed by the Landowner, its successors and
assigns, and adequately maintained by the Association, its successors and assigns. The
location and dimensions of the Facility 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
Association, its successors and assigns, shall adequately maintain the 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 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
2. The Association, 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 Facilities, 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 and Association, 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
Association, its successors and assigns, copies of the inspection findings and a
directive to commence with the repairs, if necessary.
4. In the event the Association, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein, the City shall provide
the Association with written notice of such failure, with a copy of such written
notice to also be provided to the Landowner. In the event the Association (or
Landowner) fails to cure such failure within ten (10) business days or, in the
event the failure cannot be cured within ten (10) business days, fails to begin
performance of work to cure such failure within such time, the City, through
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 first to the
Association, its successors and assigns, and if the Association fails to make
payment within thirty (30) days, then to the Landowner. 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
the Associations.
3
All notices and demands shall be in writing and shall be sufficiently given
when delivered and, if delivered by mail, shall be sent by registered or
certified first class mail, postage prepaid, or by FEDEX, UPS or other
recognized overnight courier providing for a receipt upon delivery, addressed
as follows:
To the Association:
Railhead Association, Inc.
100 East 15th Street, Suite 640
Fort Worth, Texas 76102
Attn: Lee D. Cornell, Director
To the Landowner:
Scannell Properties #206, LLC
800 E. 96th Street, Suite 175
Indianapolis, Indiana 46240
Attn: James C. Carlino, Esq.
To the City:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, Texas 76102
Attn: Director, Transportation and Public Works Department
5. The Association, 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 Association, 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 Association
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 or the Association. 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.
4
6. This Agreement imposes no liability of any kind whatsoever on the City.
THE LANDOWNER AND ASSOCIATION AGREE TO HOLD THE
CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE
FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND
ASSOCIATION COVENANT AND AGREE AND DO 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, ASSOCIATION, OR ANY FUTURE OWNERS OF
THE 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;
OR FAILURE TO PERFORM ANY OTHER DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner and Association covenant and agree 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 and
Association covenant and agree 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
5
on the Landowner and Association, its administrators, executors, assigns, heirs
and any other successors in interests, including any property owners
association.
IN WITNESS WHEREOF, each of the parties hereto has caused this agreement to be
executed and sealed by its authorized signatory, effective as of the day and year first above
written.
Executed this)W—day o 15.
Landowner City of Fort
Worth
Railhead s iati c.,
a Texas ati
Lee;D. at mell Fernando Costa
Sole Director Assistant City Manager
Approved as to Form and Legality
Scannell Properties #206, LLC,
An Indiana limited liability company
J es C. C lino
anager Assis ant City ttorney
Grant Jordan
ATTEST
o�
ity Se o0
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0000000°°�7�
5
OFFICIAL RECORD
CITY SECRETARY FNO M&C REQUIRED
FT.WORTH,TX
6
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on J/,V /0 , 2015
by Fernando Costa,Assistant City Manager of the City of Fort Worth,on behalf of the City
of Fort Worth=
aRY"PU IlA."04 WE 41 MAek
TRIKINYA L JOHNSON
3:°r' �= Notary Punl'c. ora of Texas
My Commission Expires —
,f ���:�' AprII �, 2oi s Notary Publ' , St of Texas
--
STATE OF INDIANA §
COUNTY OF HAMILTON§
This instrument was acknowledged before me on `'(�Il g 2015
by James C. Carlino, the Manager of SCANNELL PROPERTIES #2M, LLC, an Indiana
limited liability company, on behalf of said company.
Y'F/#blic, State of Indiana
J TR /ii
.•
.G�MMIS3Sq i
STATE OF TEXAS § Norm=Z ••.
9.y SFi(
COUNTY OF TARRANT§
STATE 0�
This instrument was acknowledged ge�'ore me on ,
2015, by Lee D. (Pat) Cornell, the Sole Director of RAILHEAD ASSriCIATION, INC.,
a Texas nonprofit corporation, on behalf of aid corporation.
,,Try Public, of Texas
r GAIL 0 GRIGGS
My commission Expires
November 8.2017
'q a a•
7
EXHIBIT "A"
STORM WATER DETENTION FACILITY
Part of Lot 2, Block D, Railhead Fort Worth, Phase One
James Huie Survey, Abstract No. 800
City of Fort Worth, Tarrant County, Texas
BEING a 1.680 acre (73,162 square foot) tract of land situated in the James Huie Survey, Abstract No.
800, City of Fort Worth, Tarrant County, Texas; said tract being a part of Lot 2, Block D, Railhead Fort
Worth, Phase One, an addition to the City of Fort Worth, Texas according to the plat recorded in Cabinet
A, Slide 4358 of the Plat Records of Tarrant County, Texas; said tract being a part of that called 14.00
acre tract of land described in Special Warranty Deed to Zephyr Rail Industrial, L.P. recorded in
Instrument No. D204360997 of the Official Records of Tarrant County, Texas; said 1.680 acre tract being
more particularly described as follows (bearing system for this survey is based on the Texas State Plane
Coordinate System - NAD 83, North Central Zone 4202, based on observations made on December 16,
2014 with a combined scale factor of 1.00012):
BEGINNING at a 5/8-inch iron rod with "RPLS 5647" cap found at the southwest comer of said Lot 2 and
the northwest corner of Lot 1 of said Block D; said point being in the east right-of-way line of Gold Spike
Drive (a 68-foot right-of-way); from said point a 5/8-inch iron rod with "RPLS 5647" cap found at the
southwest corner of said Block D bears South 00 degrees, 11 minutes, 05 seconds East, a distance of
74.30 feet;
THENCE, North 00 degrees, 11 minutes, 05 seconds West, with the west line of said Lot 2 and the said
east line of Gold Spike Drive, a distance of 141.53 feet to a point for corner:
THENCE, North 89 degrees, 48 minutes, 55 seconds East, departing the said west line of Lot 2 and the
said east line of Gold Spike Drive, a distance of 223.81 feet to a point for corner;
THENCE, North 76 degrees, 11 minutes, 15 seconds East, a distance of 89.53 feet to a point for comer;
THENCE, North 62 degrees, 33 minutes, 35 seconds East, a distance of 548.35 feet to a point for corner
in the east line of said Lot 2;
THENCE, South 01 degrees, 09 minutes, 06 seconds East, with the said east line of Lot 2, a distance of
131.44 feet to a point for comer; from said point a 5/8-inch iron rod with "GOODWIN MARSHALL" cap
found bears South 01 degrees, 09 minutes East, a distance of 364.1 feet;
THENCE, South 70 degrees, 23 minutes, 18 seconds West, departing the said east line of Lot 2, a
distance of 848.83 feet to the POINT OF BEGINNING;
CONTAINING: 73,162 square feet or 1.680 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description
accur y sets out the metes and bounds of the easement tract described.
O F. F
At.e p�6TEgF '
Rent ilvas D to co e s
Registered Professional Land Surveyor No. 5921
AENi:81LVA8
Pacheco Koch Consulting Engineers, Inc. �.
6100 Western Place, #1001, Fort Worth TX 76107 _ .. Gal �v
(817)412-7155
TX Reg. Surveying Firm LS-10008001 r'y�SURN�
1977-14.455EX1.doc RS
1977-14.455EX1.d"RS
PAGE 1 OF 3
LEGEND [EWWD c 0T ON,•
PROPERTY UNE [r,1
EASEMENT UNE LOT 2, BLOCK D
-—— EXISTING EASEMENT UNE
O POINT FOR CORNER RAILHEAD FORT WORTH, PHASE ONE
(UNLESS OTHERYMSE NOTED) (CAB. A, SL. 4358)
(C.M.) - CONTROLLING MONUMENT 0 30 60 120
p.O.e• - POINT OF BEGINNING ZEPHYR RAIL INDUSTRIAL, L.P.
(INST. NO. D204360997) GRAPHIC SCALE IN FEET
STORM WATER
DETENTION FACILITY
1.680 ACRES E
N 89'48'55" E (73,162 SF) N3
I 223.81'
IM DRAINAGE EASEMENT '
(CAB. A. SL 2962)
LUsF'
3
0 3
M� = I W
�o o LOT 1, BLOCK D
Ito1 �3. g" W RAILHEAD FORT WORTH, PHASE ONE 10
-
RAILHEAD
5 10 83' (CAB . A, SL. 4358)
O in
Z RAILHEAD ASSOCIATION, INC.
W
N (INST. NO. D204354351) Z
J DRAINAGE ESMT43 . i
rt (CAB. A. SL 56) V
Q W Pi O.B" I~
5/6-INCH IRON ROD
W/-RPLS 5647' ESMT. FOR RAILROAD RIGHT-OF-WAY
O CAP FOUND (C.M.) (VOL 7205, PG. 945) _
N
O n 5/6-INCH IRON ROD
r ( W/ -RPLS 5647'
CAP FOUND (C.M.)
n JAMES HUIE SURVEY, ABSTRACT NO. 800
* SA. & M.G. R.R. COMPANY SURVEY. ABSTRACT NO. 1464
" NOTES"
a
i
1. A metes and bounds description of even
survey date herewith accompanies this plat
n The undersigned, Registered Professional Land QF of survey.
Surveyor, hereby certifies that this plat of '�.••'•' "'•••
survey accurately sets out the metes and
bo of the easement tract described. �f� ' ' O 2. Bearing system for this survey based
the Texas State Plane Coordinatea —System —
•
RENO81WA8 NAD 83, North Central Zone 4202, based
...i.... on observations made on December 16,
2014 with a combined scale factor of
•:91 -881 'O 1.00012.
Ren %vas Date `'�Q•SURV��
Registered Professional STORM WATER
Land Surveyor No. 5921 DETENTION FACILITY
0 "' 1MsTERN PLAO"' SUITE 1001 PART OF LOT 2, BLOCK D.
Pacheco Koch FORT WORTH. TX 76107 ®17.412'7155
TX REG. ENGINEERING FIRM F-14439 RAILHEAD FORT WORTH, PHASE ONE
TX REG. SURVEYING FIRM LS-10193824 JAMES HUIE SURVEY, ABSTRACT NO. 800
} OgANM AY CIECKED AY BCAGE DA IE .AOq A7AWER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
RS PMD 1"-60' 03/03/2015F1977-14.455 PAGE 2 OF 3
DWG FILE: l97-?-14.455EX1.O G
LOT 5R, BLOCK 1 I
820 NORTH INDUSTRIAL PARK
(CAB. A, SL. 11884) I
LOT 2, BLOCK D
RAILHEAD FORT WORTH, PHASE ONE EXETER 700-751 EIGHT TWENTY, L.P,.
(CAB. A, SL. 4358) (DOC. NO. D21 41 1 81 61)
' ZEPHYR RAIL INDUSTRIAL, L.P. M
(INST. NO. 0204360997) W
' STORM WATER
�-, DETENTION FACILITY ,N
1.680 ACRES a O
y„a (73,162 SF) p
CL
Lu
O
v F.
z 6T����
r
y` •�a
T S X0.23 g3 ;W
DRAINAGE ESMT.
(CAB. A. SL. 4358) S
:] a
LOT 6R. BLOCK 1
LOT 1, BLOCK D 820 NORTH INDUSTRIAL PARK (®
I RAILHEAD FORT WORTH, PHASE ONE (CAB. A, SL. 11884)
(CAB. A, SL. 4358) EXETER 700-751 EIGHT TWENTY, L.P,.
IRAILHEAD ASSOCIATION, INC. (DOC. NO. 0214118161)
(INST. NO. D204354351) I
NOTES:
1. A metes and bounds description of even
survey date herewith accompanies this plat
of survey.
z
— — — —LEGEND 2. Bearing system for this survey is based on
PROPERTY LINE the Texas State Plane Coordinate System —
EASEMENT LINE NAD 83. North Central Zone 4202, based
————— EXISTING EASEMENT LINE on observations made on December 16,
0 30 60 120 0 POINT FOR CORNER 2014 with a combined scale factor of
(UNLESS OTHERWISE NOTED) 1.00012.
s9 (C.M.) — CONTROLLING MONUMENT
GRAPHIC SCALE IN FEET STORM WATER
P.O.B. - POINT OF BEGINNING
Cj
DETENTION FACILITY
WESTERN TERN PLACE, SUITE 1001FORT p OF LOT 2. BLOCK D.
6100
Pacheco Koch 6100 waRTH. TX �e,a� e,7.4,27,55
TX REG. ENGINEERING FIRM F-14439 RAILHEAD FORT WORTH, PHASE ONE
TX REG. SURVEYING FIRM LS-10193824 JAMES HUIE SURVEY, ABSTRACT NO. 800
nRA�gr ar cmwcrmp sr scALE PArE im~ER CITY OF FORT WORTH. TARRANT COUNTY. TEXAS
RS PMD 1'=60' 03/03/2015 1977-14.455 PAGE 3 OF 3
DWG FILE. 1977-14.455EX1.OWG
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EXHIBIT "B1 " - DETENTION POND #3
SCHEMATIC 2-7'X4' INFLOW
BOX CULVERTS
RIP RAP EROSION PROTECTION
10' NIDE MAINTENANCE
ACCESS ROAD
42' DIA. INFLOW PIPE CONCRETE FLUME - '
WITH RIP RAP
RIP RAP EROSION PROTECTION (TYP') ���ve>°
�P
36' DIA. INFLOW PIPE �O�G�� 30" DIA
INFLOW
®
PIPE
Go
MAINTENANCE
CESS RAMP - -�
POND BOTTOM
" All
EXISTING , , , RIP RAP EROSION PROTECTION TOP OF BANK
CONCRETE
APRON TO 66" DIA. STORM DRAIN �����
REMAIN PRIMARY POND OUTFALL
EMERGENCY
OVERFLOW PLAN VIEyy
SPILLWAY
(N.T.S.)
DRAINAGE BASIN
PRIMARY OUTFALL
STRUCTURE
EXISTING
5-48 R.C.P. OF TF�tt
TO REMAIN 1P.•••""'•••:r
♦*r � I
/JAVIER D. JARAMILLO/
o.............. ... ........
DETENTION POND #3 Pj��. 9100 ,: ,i
LOT 1, BLOCK D
PRIMARY POND OUTFALL ELEV.= 681.95 lis;�`�e`�"
TOP OF POND ELEV.= 692.00 03 1 !
100YR W.$.E.= 689.97 THE SEAL APPEARING ON THIS DOCUMENT WAS
AUTHORIZ(2' FREEBOARD) 03/10/20 5. ALTERATION BY JAVIER D. OSA IS ALLOILED DOCUMENT
WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE
ENGINEER IS AN OFFENSE UNDER THE TEXAS
ENGINEERING PRACTICE ACT.
DRAINAGE & DETENTION
Pacheco Koch DALL°ASN.• TX 06 a Zia&3os0° IMPROVEMENTS POND 83
TX REG. ENGINEERING FlRM F-469 RAIL HEAD FORT WORTH
DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-1150080-°° LOCATED IN THE CITY OF FORT WORTH
DRAWN BY CHECKED BY SCALE DATE JOB NUMBER TARRANT COUNTY, TEXAS
AMS JDJ N.T.S. 03/10/2015 1977-14.455 PAGE 1 OF 7
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EXISTING 4'X8' EXHIBIT "B4" - GRADING PLAN
BOX CULVERT GOLD SPIKE ROAD
TO REMAIN �- �----- _ 10' WIDE MAINTENANCE ACCESS ROAD
EXISTING E rt '_ - 42" DIA. INFLOW PIPE
5-48" %e r` J _10' WIDE MAINTENANCE
R.C.P. TO � ACCESS RAMP 015?6
REMAIN i
�I I
36" DIA. INFLOW PIPE
DRAINAGE BAS�(F�(
OUTFALR "1{;I;'i
STRUCTUR ;U l(,lil
TO REMA1 h
EMERGENCY eP OVERFLOW
SPILLWAY
*
�
ItC. ` f, , "0
66"
DIA. STORM I , i I� �...............
DRAIN PRIMARY I y. • y ('14 ! /JAVIER D. JARAMILL00
POND OUTFALL +�i II F .•.... 91007. ....
k ccs• V
IONWE
THE SEAL APPEARING ON THIS DOCUMENT WAS
EXISTING R.R. AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON
TRACK TO 03/10/2015. ALTERATION OF A SEALED DOCUMENT
REMAIN E \ WITH
ENGINEERRSER NOTIFICATION AN OFFENSE UNDER THE TEXAS
ENGINEERING PRACTICE ACT.
rn iD \. 1 NOTES:
to �� 6 WIDE PILOT 1• MAXIMUM SIDE SLOPE
c CHANNEL 0.2X 4:1 (H:V)
PROPOSED 2. REFERENCE EXHIBITS
I CONCRETE 86 & 87 FOR
I 4 � tiy 1
I FLUMES EMERGENCY OVERFLO
�� j m ,•', (Np,) SPILLWAY & PRIMARY
OUTFALL DETAILS
I �
co . o t ��
m A y
\ ` 0 50 100 200
DETENTION , s
LOT 1, BL GRAPHIC SCALE IN FEET
PFUMARY POND OUTFALL. 681.9
OF POND ELEV.-
6 w100YR W.S.F-- .68968 +�
.97
yFREEBOARD) ��\ 2-7'X4' INFLOW
10' WIDE I I "�, BOX CULVERTS
MAINTENANCE ' x
ACCESS ROAD � I
685 BOTTOM OF POND 30" DIA.
INFLOW PIPE
GRADING PLAN
DRAINAGE & DETENTION
Pacheco Koch D'AuAsx i O°p 9 X30,°00 IMPROVEMENTS POND •3
TX REG. ENGINEERING FIRM F-469 RAILHEAD FORT WORTH
DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-100080-M LOCATED IN THE CfIY OF FORT WORTH
DRAWN Bl' I CHECKED BY SCALE I DATE JOB NUMBER TARRANT COUNTY, TEXAS
AMS JDJ N.T.S. 03/10/2015 1977-14.455 PAGE 4 OF 7
EXISTING 4'X8' EXHIBIT "135" - STORM PLAN
BOX CULVERT
TO REMAIN GOLD SPIKE ROAD
FL=682-351
r EXTENSION OF
EXISTING EXISTING STORM DRAIN
i K
8� 6;{«<;u FL 42" = 683.50
5-48
(� ,•�
R.C.P. TO til " EMERGENCY OVERFLOW
FL=681,75f
REMAIN f ' — SPILLWAY FL=689.26
j j I1 j I STA 0+00.00 LINE "ST-7"
EXISTING PRIMARY i j�` FL 36" = 684.00
DETENTION BASINa
OUTFALL STRUCTURE
TO REMAIN err
EXISTING 66"PRIMARY ``, I �' (. ., OF T�,t
POND OUTFALL STORM I '( •E. t
DRAIN TO REMAIN 11 1 ; viii �•�P•••••••.• gsfff
FL=681.95 �� I r• •. f
(REFERENCE B6
) ' .......... ....................
JAVIER•D.•JARAMILLO�
...........91007.. .......moi/
�� 1 f�.r••.!ICENS����P
EXISTING R.R.
TRACK TO ` THE SEAL APPEARING ON THIS DOCUMENT WAS
REMAIN �� �'\ � AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON
03/10/2015. ALTERATION OF A SEALED DOCUMENT
•\WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE
ENGINEER IS AN OFFENSE UNDER THE TEXAS
"ENGINEERING PRACTICE ACT.:
0 50 100 200
GRAPHIC SCALE IN FEET
NOTE:
ALL HEADWALLS TO BE TxDOT
STD. TYPE CH—FW—O
' DETENTIOM`f',OND ,/3\ FLUMES FROM PROPOSED
D
LOT 1, BL I # TRUCK COURT
I PRIMARY POND OUTFALL 681. FL = 684.00
I TOP OF POND ELEV.m (TYP.)
tOOYR W.S.E.- 689.9 t� ,
(2' FREEBOARD)
1 STA 0+00.00 LINE "ST-1-
FL 2-7'X4' = 684.00
EXTENSION OF
EXISTING STORM DRAIN
- - --- _� FL 30" - 684.00
STORM PLAN
DRAINAGE & DETENTION
Pacheco Koch DAUL.AS, sAo6Ew s,ia'3os00 IMPROVEMENTS POND 03
TX REG. ENGINEERING FIRM F-469 RAILHEAD FORT WORTH
DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-100080-00 LOCATED IN THE CITY OF FORT WORTH
DRAWN BY I CHECKED BY SCALE I DATE JOB NUA®ER TARRANT COUNTY. TEXAS
L..::
JDJ N.T.S. 03/10/2015 1977-14.455 PAGE 5 OF 7
EXHIBIT "B6" - OUTFALL DETAIL
TOP OF POND
= 692.00
10' MAINTENANCE 100 YEAR
ACCESS ROAD I W.S.E = 689.97
Y OVERFLOW SPILL WA 5z) t --' ---
EXISTING EMERGENC
DRAINAGE BASIN
OUTFALL DETENTION POND #3
STRUCTURE
TO REMAIN
/ EXISTING %00 = 253.87 CFS
/ PROPOSED 0110 = 242.08 CFS
/ FL = 681.95-•N,
Ft = 681.81
EXISTING 66"
PRIMARY POND
OUTFALL STORM DRAIN 6' WIDE PILOT
7
CHANNEL ® 0.271
DETENTION POND
PRIMARY OUTFALL DETAIL
NOT TO SCALE
MOF Te 11
00
* ••*,t
j.*.:.............................
/JAVIER D. JARAMILLO/
............................
91007 ,• 00
ZONAL
,moi
THE SEAL APPEARING ON THIS DOCUMENT WAS
AUTHORIZED BY JAVIER D. JARAMILLO, P.E. 91007 ON
03/10/2015. ALTERATION OF A SEALED DOCUMENT
WITHOUT ONSIBLE
ENGINEER SAN OFFENSE PROPER SUNDER THE NOTIFICATION TEXAS OUTFALL DETAIL
ENGINEERING PRACTICE ACT. DRAINAGE & DETENTION
Pacheco Ko_ ch AAs; TX 52 9722,35.3031 IMPROVEMENTS POND 83
TX REG ENGINEERING FIRM F-489 RAILHEAD FORT WORTH
DALLAS . FORT WORTH .~HOUSTON TX REG. SURVEYING FIRM LS-100080-00 LOCATED IN THE CITY OF FORT WORTH
DRAow BY I CNECrCEO BY SCALE DATE JOB WAWER TARRANT COUNTY. TEXAS
AMS JDJ N.T.S. 03/10/2015 1977-14.455 PAGE 6 OF 7
EXHIBIT ••B7" - OVERFLOW DETAIL
- - .U �f POND
w
669
IINU 00
p 688 - _ _ f C.P.
687 �+
68684
86
i
\668 EXISTING
P J \681DRAINAGE BASfN- /^
OUTFALL, i L.
STRUCTURE ►_ _
TO REMAIN
EXISTING -
4'X8' BOX Ie
CULVERT EXISTING 5-48" RIP RAP EROSION 10' WIDE
TO REMAIN MAINTENANCE
R.C.P. TO REMAIN PROTECTION
ACCESS ROAD
I5' OVERFLOW WEIR LENGTH 150' 5'
ELEV.-692.00 ELEV.=692.00
OVERFLOW W_S.E_691.50
NOTE: 7
SLOPES WITHIN o
MAINTENANCE ACCESS ELEV.=689.97
ROAD AREA SHALL NOT 7 ) RIP RAP EROSION
EXCEED 10% `�r---7`1 1 r r-1 PROTECTION
DETENTION POND
CeOF EMERGENCY OVERFLOW
�4. 'ANu
` SPILLWAY
��*� ••••.•..:*fit NOT TO SCALE
JAVIER D. JARAMILLO�
�. ...:.....91007.....:"Cif
il
OENAI E�d
N
AUTHORIZED BY AVIER DTHE SEAL APPEARING . A AMILLO,P EN THIS M 91007y
AS ON EMERGENCY OVERFLOW
WITHOUT2015PROP R NOTIFICATION TO THE RESPOONSIBLE SPILLWAY
ENGINEER ENGINEERING SAN PR PRACTICE ACT. DRAINAGE
UNDER THE TEXAS DRAINAGE & DETENTION
s Pacheco Koch D U"; 7X 752 6�9722u3530311 IMPROVEMENTS POND •3
TX REG. ENGINEERING FIRM F-469 RAILHEAD FORT WORTH
DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS-1000B0-00 LOCATED IN THE CITY OF FORT WORTH
DRAWN BY I CHECKED BY SCALE I DATEJOB N~ER TARRANT COUNTY, TEXAS
AMS JDJ N.T.S. 03/10/2015 1977-14.455 PAGE 7 OF 7
OPERATION & MAINTENANCE PROGRAM
DETENTION POND #3
RAILHEAD #3
EXHIBIT "C"
ROUTINE MAINTENANCE REQUIREMENTS:
Inspections:
• Periodically schedule inspections with a specified checklist at least once a year, if not every 6 months.
• Inspections should occur after major rainfall events to check for obstructions, damage, and debris/trash.
Vegetation Management:
• Mowing shall be on a regular basis to prevent erosion or aesthetic problems, at minimum twice during the
months of April and October and/or vegetation exceeds 12 inches in height. Maintain healthy grass at 4 to
6 inches in height.
• Limit the use of fertilizers and pesticides in and around the ponds to minimize entry into pond and
subsequent downstream waters.
• Do not leave grass clippings or trimming residue in pond, collect and dispose in trash.
Trash, debris and litter removal:
• Remove any trash causing any obstruction at the inlet, outlet, orifice, emergency overflow, or trash rack
during periodic inspections.
• Remove any trash after every runoff producing rainfall event.
• General pickup of trash in and around the pond during all inspections.
• Do not attempt to pick up or clean up any hazardous materials.
Mechanical Equipment check:
• Inspect any fences and gates, locks, or mechanical components during periodic inspections and replace or
repair as necessary.
Structural Component check:
• Inspect the outlet works, inlet, orifice, trash rack, and emergency overflow with the periodic inspections.
• Remove any weeds that may interfere with operation.
NON-ROUTINE MAINTENANCE REQUIREMENTS:
Bank erosion/stabilization:
• Maintain effective ground cover on all vegetated areas in order to ensure proper infiltration of runoff and
effective filtering of pollutants.
• All areas not vegetated should be re-vegetated and stabilized immediately.
Sediment removal:
• Once a year, the accumulated sediment should be removed from the bottom of the outlet structure and the
pond depths checked at several points. If the depth of the accumulated sediment is greater than 25% of the
original design depth or the pond does not drain within 72 Hours, sediment should be removed.
Structural Repair/Replacement:
0 During periodically scheduled inspections, inspect all structural components for repairs and replacement.
MAINTENANCE CHECKLIST
DETENTION POND #3
RAILHEAD #3
EXHIBIT "D"
Pond: Date: Inspected by: Type of Inspection: ❑Routine ❑Storm Event
(#days since event)
General Observations:
Is water flowing? ❑Yes [—] No Standing water? ❑Yes [—]No Depth: Comments:
Any evidence of obstructions or erosion in vicinity of the pond that could affect performance? ❑Yes ❑No
Pond Conditions:
Does the pond sides/slopes/bottom show signs of settling,cracking,sloughing or other problems? ❑Yes ❑No
Do the embankments,emergency spillway(if applicable),or side slopes show any erosion or instability? []Yes ❑No
Is there any evidence of animal burrowing or other activity that could contribute to instability or increased erosion? ❑Yes ❑No
Is there evidence of encroachment into the pond or improper use of the pond? ❑Yes ❑No
Do vegetated areas need mowing? ❑Yes ❑No Are there areas that need to be re-vegetated? ❑Yes []No
❑Mowed today ❑Will schedule mowing ❑Will schedule re-vegetation activities
Do vegetated areas need thinning,i.e.cattails,willows,trees? ❑Yes ❑No ❑Thinned today []Will schedule thinning
Is there accumulation of trash,debris and/or litter to be removed? ❑Yes ❑No ❑Removed today ❑Will schedule removal
Any signs of vandalism or other activity that could affect performance of the pond? ❑Yes ❑No
If permanent pool,any visible pollution? ❑Yes ❑No Erosion at high watermark? ❑Yes ❑No
Abnormally high water level? ❑Yes []No Unusual Algae blooms? []Yes []No
Structural Components:
Are the pipes/inlets going into or out of the pond dogged or obstructed? ❑Yes ❑No
Is the outfall channel from the pond functioning appropriately? ❑Yes ❑No
Is the orifice and/or trash rack obstructed? ❑Yes ❑No
Is the outfall channel,trickle channel or other downstream conveyance air? ❑Yes ❑No
Are the manholes,frames,and covers associated with the outfall channel in appropriate condition? ❑ Yes ❑No
Do any safety features,such as fences,gates or locks need repair or replacement? ❑Yes ❑No
Plan of Action:
If answered YES to any of the above,the following is an anticipated Maintenance Needs Action List.
Total number of concerns: Need more monitoring(Anticipated schedule to re-visit;identify what will trigger action)
(Yes answers)
Need routine repair (Approximate schedule for repairs;date of follow-up to reAnspect)
Need immediate repair (Take action if correct equipment on site;or contact supervisor)
Signature
4