HomeMy WebLinkAboutContract 36858 CITY SECRETARY����
CONTRACT NO. c ��
STORM WATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day of 8t1i day of January 2008,
by and between Hemphill Property, LLC, a Texas limited liability company, acting by
and through its manager, Greg L. Wilemon, 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
approximately .886 acres of land located in the E.P. Parris Survey, Abstract No.1222,
Tarrant County, Texas, and being all of Lots 8, 9, 10 and 11R, Block 1, Southside
Addition, an addition to the city of Fort Worth, Tarrant County, Texas, according to the
deed recorded in Volume 13538, Page 235, Volume 14704, Page 59, and Volume 14842,
Page 178, of the Real Property 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 AutoZone Site Plan, Southside
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 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
more gart cu{,arly described by metes and bounds in the attached Exhibits "A", "Al",
t 1' "A211, &"A3" ("Facility Property"); and
r STORM WATER FA LITY MAINTENANCE AGREEMENT 4— 2—0 N 4 ' N 1
Rev.01/09/20
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 Storm 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
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
irs if necessary.
f�oW1`ORA�9' IVA� f�'�FACI ITY MAINTENANCE AGREEMENT 2
_.._, `F 6v.01/1:0/2 by
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition acceptable to the City, 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
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
JR/ ATSOEVER ARISING OR WHICH MIGHT ARISE FROM THE
> >
y7,
ST6 11l I FACILITY MAINTENANCE AGREEMENT 3
v.01/09/2007 I
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DETENTION POND IN ACCORDANCE HEREWITH, OR AS A
RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY
DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE
FAILURE OF THE BANK OF THE POND, AND (3) AND FAILURE OF
THE POND AND ITS BANK TO OPERATE IN A MANNER
CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO
PERFORM ANY OF ITS 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, and 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.
Ll k
STORM WATER FACILITY MAINTENANCE AGREEMENT 4
Rev.01/09/2007 g
Landowner City
Hemphill Property, LLC, City of Fort Worth
a Texas ' ited liability company
Ci ilemon
Manager Assistant City Manager
Approved as to Form and Legality
Assistap!City Attorney
ATTEST
On . JA�'
City SecretarjS
L 15
Contra t huthorizatioa
3 �
Date
STORM WATER FACILITY MAINTENANCE AGREEMENT 5
Rev.01/09/2007r
STATE OF TEXAS §
COUNTY OF TARRANT §
Qv4v►4 � Cos#4 j
This instrument was acknowledged before me on J y , 2008, by . a -:4. OII c f i nq
Q*, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth.
_* *= MYCOMMIS,^, E'xvIRFS
Notary Public, State of Texas
STATE OF TEXAS §
COUNTY OF HOOD §
Before me, the undersigned authority on this Bch day of January 2008, personally
appeared Greg L. Wilemon, known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that the same is the act of Hemphill
Property, LLC, a Texas limited liability company, and that he executed the same as its
Manager, and as the act of such limited liability company and for the purposes and
consideration expressed in the foregoing instrument.
i 6 �-j44,
Notary Public, tate of Texas
TINA ELIZABETH WILEY
NOTARY PUBLIC
STATE OF TEXAS
OF<�+P My Comm.Exp.03-03-2011
DD
STORM WATER FACILITY MAINTENANCE AGREEMENT 6
Rev.01/09/2007
LEGAL DESCRIP7701V
DRAINAGE AND
DEMN7701V POND No. 1
SOUTHSIDE ADD177ON
BLOCK 1
Being a 0.018 acre tract of land situated in the E.P. Parris Survey, Abstract No. 1222, Tarrant County, Texas
and being a portion of Lot 11R, Block 1, of Southside Addition, on addition to the City of Fort Worth, Tarrant
County, Texas according to the replat thereof recorded in Cabinet 8, Slide 3020 of the Property Records of
Tarrant County, and being more particularly described as follows,
BEGINNING at a point for the southeast comer of said Lot 11R, Block 1, some being on the west line of a
variable width alley, some being on the north line of Lot 14, Block 1 of Southside Addition, an addition to
the City of Fort Worth, Tarrant County, Texas, according to the plot thereof recorded in Volume 204—A,
Page 109 of the Property Records of Tarrant County, Texas,•
THENCE West, along the south line of said Lot 11R, Block 1, a distance of 96.12 feet,•
THENCE North, departing said south line of Lot 11R, Block 1, a distance of 8.38 feet;
THENCE East, a distance of 96.12 feet to a point on the above mention west line of variable width alley,
THENCE South, along said west line of variable width alley, a distance of 8.38 feet to the POINT OF
BEGINNING
Said property contains a computed area of 806 square feet or a018 acre of land.
Basis of Bearings: The bearings shown hereon ore based on the plotted bearing for Southside Addition as
defined by Cabinet B, Slide 3020, P.R.T.C.T. as the southerly right—of—way line of West Bolt Street.
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Signed this � fdoy of v a y a14
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Bob 0 Brown i
Registered Professional Land Surveyor No. 1744
State of Texas0.
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LEGAL DESCRIP7701V
DRAINAGE AND
DE7EN770N POND No. 2
SOUTHSIDE ADD17701V
BLOCK 1
BEING a 0.073 acre tract of land situated in the E.P. Parris Survey, Abstract No. 1222, Tarrant County,
Texas, and being a portion of Lots 8, 9, and 10 of Block 1, Southside Addition, an addition to the City of
Fort Worth, Tarrant County, Texas, according to the plot thereof recorded in Volume 204—A, Page 109 of the
Public Records of Tarrant County, Texas, and being more particularly described as follows.-
BEGINNING at a 112 inch iron rod found for the southwest comer of said Lot 10, Block 1, some being on the
east line of a variable width alley,
THENCE North, along the west line of said Lot 10, Block 1, a distance of 37.23 feet;
THENCE East, departing said west line of Lot 10, Block 1, a distance of 110.95 feet;
THENCE South, a distance of 27.53 feet;
Thence South 89 degrees 53 minutes 27 seconds West, a distance of 89.54 feet;
THENCE South 66 degrees 00 minutes 42 seconds, a distance of 23.44 feet to the POINT OF BEGINNING.
Said property contains a computed area of 3,168 square feet or 0.073 acre of land.
Basis of Bearings. The bearings shown hereon are based on the platted bearing for Southside Addition as
defined by Volume 204—A, Page 109, P.R.T.C.T. as the southees right—of—way line of West Bolt Street.
Signed thisdoy of
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Bob O. Brown f
Registered Professional Land Surveyor No. 1744
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' i� , '� ` BENCHMARK= Brass Disk in the center a•�,
_<�" __��.• of inlet at west side of Hemphill Street
(� o qt +/- 27.9' north of Fogg Street. (Not OfiE Co-
.^ m 2
ear' _.._ -' � --F shown hereon.) - _Co a m.---:..- . Elevation= 694.7' cry �'E+ W
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ij : - �� -`3 �sj•5"'�t`i ' `�� -�,_- -r inlet south side of Bolt Street +/- `O
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30.0' East of Hemphill Street and
- - shown hereon. ST U r
----__- - ------- Elevotion= 81.9
_ . o- --_.ems-,• - - a'" 6 za w
i - --:r -"-T'-1�,ru-�- tj I .___._-Ma'-re•a--•_- - '� �•- -- Y T8M 2= Square cut on center of inlet
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Ham_._-_-' �•-=_-ss=-- ""''s'`^�-''^ € -� "s�••;c"'"� f M "y- r <_ _.___ South of Bolt Street and shown hereon.
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re�!6 '°�'' ,` '^^'� J•1.82 �. J 68262 C I 68 4 TC 15 TC 6826 G ?,' - 1 l" CONCRETE
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tac i i 2'I ,eQ•.°iY^:! 6eE.fi0 TC 683.09 T $Z•" _ %E✓F c... - 691.97 7P2_ _ --____ a 680.72 "I O
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6at.e4sw EE ARCH CTURAL PLANS FOR EXACT LOCATIONS AND �?=r OVERHEAD GAS METE, 68t.34 TP hCt REENFORCED CONCRETE PIPE
CV sa 1IR >ie1. 81.34TPAMANSIO OF PORCHES, RAMPS, VESTIBULE, SLOPED GUARD POST
o� sa1.e4 - e _1-ram-- 682 AVING, LICK DOCKS, BUILDING UTILITY ENTRANCE S SOUTH OR SEWER =k
6814.,}G _681.37 C 68t.i6 TF i 61.16 m z.ox MAx _ �£ OCAT10N3 AND PRECISE BUILDING DIMENSIONS. SA, SIDEW,.LK GUY WIRE a
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\ }} I ' I �/ 1 sea.eeTP; _e1.3<TP sef3<m- Ysat i ---- RIGHT OF HAY LINE
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68I.4 TP -X' ---- WATER O
t �• 680.63 TC 680.88 TC 682r� _ H
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8 6800.04 Tc 1 ' lI5, fi82- 678.80 FC £ BOUNDARY LINE o %
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7 / (< ' /678.87 FC °} 679.71 C 579.77 TC ,/ 680.36TC +e. ea.1 c ,SI¢� :^ .1 r RIGHT OF WAY LINEIN, N
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¢`g s7e.ib TPA 579..54c 679.27G;�.ys 680-IOT k g ..° 8 yt� `678.9e ------------- GRADE BREAK 9s Z
679.11 TP r 680.10TC 1 W 679.92 TP 6 3:1 MAX 661.405W j - O 3 f�
678.8 FG / 5s 679.60 G `': i ]9 3
y s G a 679.f1 Al- B _.y;fiiEt tV XXX CONTOUR ELEVATIONS 'a
-`L�_PROE n ED - � �
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€ ;pE' ''T •' " STORM DRAIN (?
- e.75___ XX.XX SPOT ELEVATIONS: Z
I! 1 \ 7.elioF T 1 �' < '� I m a1' - ! x
_ - e TC = TOP OF CURB �I Q
Ti79.81i3'�._ 680.OBTOf / 679.67TOF 677.95 mu0
( .•-" 6Te.eTTP- aeo.le TOF II nn G = GUTTER Q
679.31 FG 677.84 •� 679.5 FG< t
67e.se 67&31 TP �;� 67e.1a \ 79 _ rt_� �a- It TP = TOP OF PAVEMENT
s7 is - - SW= SIDEWALK
a TOF = TOP OF CONCRETE FLUME
-. i<' •-•679.76 iDF ib
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t71 •' `�". 676.26 'FC' % >C'eP _ FG= FINISH GRADE
7 I `.._.--T :E�ct6n.74TP E 1 ` ==--•- -ate- =-III- --' __ ___ GENERAL GRADING NOTES
T @ 2'XY EX2677.507P •'<"AC%c
^�"'� EX2677.59 TP,
(j f a� <t'= A. PRIOR TO INSTALLf:TION OF STORM OR SANITARY SEWER, THE
li CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS
'± AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS
PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN
THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS.
B. SMOOTHPAND 4R OF TOPSOIL APPLIED.IFOADEQUATENTOPSOIL IS NOT
AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL SCALE.
APPROVED BY THE OWNER AS NEEDED. THE AREA SHALL THEN BE
SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL E Q�„ I�
HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS
LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
l7GM(JIVItl
RATE).
ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE CITY COMMENTS
-�-� OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO L 10 16 07
Is'ALLEY -\ ADDITIONAL COST,TO THE OWNER. aTT caMMENTS
5'CONCRETE 5•CONCRETE 1 2• 11 13 07
• / y 6'CONCRETE C. THE CONTRACTOR 1S SPECIFICALLY CAUTIONED THAT THE LOCATION
lJ() PAVEMENT PAVEMENT PAVEMENT 1 e AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 3
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
r� WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE 4'
0 0 0 0 0coo.0 0 00 0 0.0 INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
( , THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT 5'
l) 4'COMPACTED LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD 6
AGGREGATE BASE 1 LOCATION OF UTILITIES.
4-�. COMPAC BASE > D. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR l' -
WITHIN THE SPECIFICATIONS:
5'atusr+m PRl: L18Y
STO
NE
ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A. F`M. K5K
1 PROPOSED�$ ALLEY elf � Q GRADING NOTES ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES DES: DMY
r ^���j�L,�T J AND ENDS OF FLARED END SECTIONS.
�/ SECTION A-A J 7 ® 98 PRECAST CONCRETE SPLASH PADS AT ROOF DRAINS (TYP.- ORIGINAL DATE
SEE ARCH. PLANS FOR NO. AND LOCATION OF DOM SPOUTS) GRADING DETAILS 05-31-01
KTs• �1J 180 MATCH EXISTING El PAVEMENT ELEVATIONS
I J� 21A TAPER CURB TO MATCH EXISTING CURB 17A CURS CUT I PROTOTYPE SIZE
218 TAPER CURB FROM 6' TO 0' OVER 2' 1N2-RICsNT
51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL 73 DETENTION BASIN WTFALL STRUCTURE
•7 �l•• v�-'�s���J A CONCRETE SWALE
738 CONCRETE PAD
73C CONCRETE FLUME J
73D CONCRETE FLUME •
rx h,V� a
3'3� f0 BENCHMARK= Brass Disk in the center
:g _-'-^-ram_-_��_.-.--- of inlet at west side of Hemphill Street v > o
�t 27.9' north of Fogg Street. (Not 2
Al �..` c4 - ---t 'i .,i!'�i - L shown hereon.) y�FCtY'y� (n cam• o i
t. / yS` ------• aR ---i t. - -:-_�"-- °�. O Iv'd'
I€ { 1 a ` / r -_-----'--^ �, .. tV". .-J- `,6'; Elevation= 694.7'
_ -_- A'� 'tea @a;
-=_=RAY ., TBM#I= Square cut on the center of `8po,
II ' - - i \ � ,fya -?• ` .----rn•--�, inlet south side of Bolt Street +/-
Jr
30.0' East of Hemphill Street and RS`Q m m
shown `
°$ =__"' -`=-_-:'-,r-- hereon a za' so' 40'
li i J "__.-.�.'-�`�-� :� ._•' vgy e --- '-.aa•-jF-'•- �evation= 681.9� V
i> { _
, .. € t -..._ -7•---ems- ;� g____,_-_..___t�._____ _ -----;. TBM//2= Square cut on center of inlet 1' c`o� Z 4
" - _-- '`_5E2 Tt ^ west side of Hemphill Street 30.0' +/- SCALE 20' `•V vJ c
��s.•s -€---_:rav-_.a,..__---. -- '--rs" i"� --3•:'` - South of Sol Street eon. ,o
i ! l•..'' Levation=683.8�and shown her ® Q
€ ' - a
- LEGEND
EXISTING
rae.r n¢sas3` 851
- s� ��- s`ss ,•szs ,. F' sa 1 i �'D ;e: CURB INLET ' h
� €PC39c/F'CJ`= i C-N- BaVCRCT CORNER 2 n
CURB INLET ',� TREE w m
_2•- X'rC:?;-J��S ` I [ of
11 i bzs 5 �.�T.i-.xr s 4�'re 3�r-•��---� i-- -€'j "-!~ Ch CROW 0 3
- € E - a # E EAST 07 ELECTRIC e DRAINAGE MANHOLE Q
""` ----- NOTE:
7 i { _ 7 •5 t J;' E { f ^-;E- E-VG EDGE OF GRAVEL n. F/RE HYDRANT
�.�• 1 ! �g o _ { SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND EG EXISTING GROUND -o---L ^a
DIMENSIONS PORCHES, RAMPS, VESTIBULE, SLOPED `J_ RAIL FENCE m m k i p
CUTTER €
PAVING, TRU DOCKS, BUILDING UTILJTY ENTRANCE Ai NORTH -�°- K'000 FENCE
LOCATIONS A D PRECISE BUILDING DIMENSIONS. 011 OVERHEAD GAS METER Oe
REENFORC£D CONCRETE PIPE a �y
`\ ` I I€ € ° ♦I sow # ``trr_-_ J c GUARD POST
SOUTH'.4 SEWER y'
1 ♦� i € = i' /J8't c u_^-'--^ .,._-_'' pE E ¢ _ i SW S/DEWAf.K ? GUY WIRE a
�� �€ t I•t_ 'f;`3E I .-------.s.-- 7B
�' KAaw
IRON POLE LOT', ;?r,^�s• C TOP BACK CURB �O
It ` 2h 5 ti a --ls- KESTCR WATER �n
BOUNV/PY LINE SEWER MANHOLE
€ ---- RIGHT OF WAY LINE K a
c i\ AS � TRAFFIC SIQVAL
___=__=_= STA4M DRAIN M�
0.05 jj UALITY POLE
GAS •
UJI
_ ----- -- INA
TRAFFIC SIGNAL VAULT
BLDCsAI�E4
1.11 1 PAf�SWS�PACES 39 ? - ----CJ,'=--- O{ERHE-AD ELECTRIC
i f. i 1j I' r `� .V' j 8 .r - € I fpN D FLOOR• b2 i ••} WATER METER Q
-X - SEWER Z
s 'u c +• { �� t _ .� H WATER VALVE
WATER O Q
La,,S•t3 1 it'' jj2 ro^o' /I l tf �• /- I{ 41 s 1 A4 y Q
�! € '�( 6 /� ` A2 i ° e `,f•s'�€ .a 0.37 PROPOSED
_ 0 0
�! � _ 9 _ --- BOUNDARY'[/NE
--- RIGHT OF WAY LINE
-- - CRATE BREAK O
-tone- CONTOUR EiEVAT10NS �N
Y Y �4E3t 1 1 $ J
`� �f�� � `. ♦ 3 / � � �_ E' � 8 / --__= STORM O.1tAIN p
79 / 1 � LIMITS OF:°ANNG 3 t`
.wcxz SPOT ELE-AAONS.•
J t f { TC= TCW OF CURB DJI Q
!i { Al yR "' . �< r f• t s°�;r£`1 ' € y G= GUTTER
`\ G?b3:•,�t { f D.D1 I -n _ t - VJ
i _
\ { 3 tT. ..-^"� a.•s• � 6 r6lit 13-
_ <� � [ - - - SUB AREA--�-_ A
\•* € j f E A N N VO UM P.R� = 46 F
�-
§i:`-,1 ._ � { -�•� ` 67 - •�-� XX AC
-x.9?E>?a-,c��r 7C-41 _ . . 9'"c _ - !c•.c•�'-'" g - s. .c- ACRES-�
• III a_>,.>,�T 0.5 4"HDP .` i5X
6 rMi- 0.47 CFS ..... mzo>z..•s --_---.-- t�G--t'ss- , -.
$ /
-_ _ 10'V-N CH OUTF PJ.0 �.cti,7i•�E:�Sa t
FL 677- fit pz tx-50-D
'pT s , QoRu= 40 S 1 Fi 5 spa 3 i i i DIR'JIOEACE AREA
"A POST-DEVELOPED RUN-OFF SUMMARY
7c..,f - �� FlwsHED MODIFIED RATIONAL METHOD
[ { 8 S-^•.i^ia'le 4:d'riJ�•' f lie ( i
I v'-xn'I0c.,PA.JK,,£� {l i i 15'AL Y ; I se--ALE: t�
{ € FR:C= 1 ASSUME Tc=10 MIN
7 1 � ♦ � � 0.15' 100-YR 115EL A 0 15 ,0 /^q//•�•�y�//_/�y�/p�/�
I Ii�I MV/CS
Area Coef. Cr" - L an catauti+ts
Area No. 10 is o7
! I'----- -- __ -__ i �( `� °.,t•'. -.'r.; •. �. ....,..\•,... . AC. "C" TC 100- IT00 Q100 (cfs
€ € ♦ :i s.: '�. I,'` } ( ) Yr ) Comments 2 C1TY DWMeNTS
t. n 1u 0T
_� :=•''', Sheet flow to adjacent property 3,
Al 0.01 0.35 10.0 1.25 9.24 0.04
Ilk
f 3 A2 0.40 0.70 10.0 1.25 9.24 3.23 Sheet flow to detention pond 4•
EXISTING PAYENE 5•
aar.4x I f I t A3 0.12 0.90 10.0 1.25 9.24 1.11 Sheet Flow to alley drive at south of property
f
!f ♦ Ally A4 0.37 0.70 10.0 1.25 9.24 2.99 Sheet flow to detention pond b.
SEC1�A-A X
It i i--- -- ----�� -€ - � A5 0.05 0.35 10.0 1.25 9.24 0.20 Street Flow to adjacent property PRN-. LWI.
Qc RUNOFF CAPAC Y OF ALLEY
t j P TOtaI. 7.57 �; K K
L^T.� si f' , , AS UME n= 0.015 (PAV(MENT) t '
f ,l�- U J4 ; AR A= 0.5 X15 X 0.15 1.125 SF TOTAL RUNOFF TO ALLEY AT SOUTH OF PROPERTY DES: Dt1Y
I i 0=3.52 GFS
r_cnrrzcr_k•PA,-,!o A € f /> WE D PERIMETER= 15 FT ���� ORK,PIAI DATE
V J I b C1 'JJJ1f' SL PE= 3.15%
0 -3-0l
R=fAREA / WETTED PE fIMETER = 1.125 /15 =0.075 t REFER TO DRAINAGE REPORT FOR
R 9 MTOTYPE 51ZE
H v L [ -- PONDHYDR OUTAPH CO{ STRUCTURE
DETENTION 1N2-RIGHT
Y , `••'�'- 1 11 .1 .0�.�_B1��3��_1���_��SrES�3 S�GF,$ fOf�) POND & OUTFLOW?STRUCTURE DESIGN.
1 t 1 1 777
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
pond's storage volume is reduced by more than 10%. Silt shall be removed and
the pond/basin returned to original lines and grades shown on the approved
engineering plans. In addition, corrective measures are required any time a basin
does not drain completely within 72 hours of cessation of inflow. NO STANDING
WATER IS ALLOWED in basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as
necessary to maintain proper operation of the basin. Disposal shall be in
accordance with federal, state and local regulations.
Detention facilities shall be mowed monthly between the months of April and
October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer
system a wire mesh screen or similar screening device shall.be installed over the
outlet until final acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, mowing, and silt, litter and debris removal dates. Document
aeration of the basin bottoms and replanting to prevent the sealing of the
basin bottom.
• Written maintenance and repair records shall be maintained by the
or parties signing the attached Agreement and shall be provided
City upon request.
STORM WATER FACILITY MAINTENANCE AGREEMENT1��s�,
8
Rev.01/09/2007 '+ +�
Exhibit "D"
Storm Water Structural Maintenance CHECKLIST
FREQUENT DATE REPAIRS REPAIRS NOTES
INSPECTION REQUIRED MADE
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of
vegetation
Condition of trash
uard
Location of Erosion
MAJOR
INSPECTIONS
Condition of Storm
Water Quality
Structure
Type of Storm
Water Quality
Structure
Structure type and
Condition
Condition of Rip-
6
STORM WATER FACILITY MAINTENANCE AGREEMENT
9
Rev.01/09/2007
Rap
Condition of
filtrations stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORM WATER FACILITY MAINTENANCE AGREEMENT 10
Rev.01/0912007
. - aMtJC StzMACK UNES ARE PER M CITY OF
FORT 1WF,'im Z"1: - eas s�
t
° 0205237446
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--------------------- ——————— ? adtf t the
LOT 10
I BLOCK � 15 rR
�'. '� to the pld Wt wet•e �
h F w of:ttm..pp� ROW* of fi t
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site otasw9e SWAY
OF BED
• , 1 - _ -
t CITY OF FLiRT WORTH, TEXAS
CITY PLUM tt"ISSI[HJ
, 3
LOT 14 wiTEi
vntBrl SDC 66?i9�li1K + •!s° "w•ia''f•�•d•-
ar a o it �sn aF nres�'++1 ci a F«e vim.caraa+
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1 LOT IS tu. ' +°•!tom '
91�1s i�A _ C
BLOCK 1 �° .ppr ai- i�ut 'tt7 '
THAT 1, Don VR hll4 y, do hereby certify that 1 .�Ka> yY' 1� T�knr ar t s`
preowed this PM *wnl tan tx Wa and oocwate
t st cord i1>?Ke
surrey of the load and Uwd the corder mouments a and
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Page 1 of 1
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 3/18/2008
DATE: Tuesday, March 18, 2008
LOG NAME: 30HEMPHILLSWFMA REFERENCE NO.: **C-22715
SUBJECT:
Authorize the Execution of One Storm Water Facility Maintenance Agreement from Hemphill
Property, LLC, for Property Located in South Fort Worth, DOE No. 5817
RECOMMENDATION:
It is recommended that the City Council authorize the execution of one Storm Water Facility Maintenance
Agreement from Hemphill Property, LLC, for property located in south Fort Worth.
DISCUSSION:
The Storm Water Facility Maintenance Agreement is necessary to assure proper maintenance of two
detention pond facilities by the owner, Hemphill Property, LLC. The maintenance of these facilities shall
occur at no expense to the City of Fort Worth.
The detention ponds will serve the Southside Addition. These facilities are necessary to limit storm water
run-off generated in the subdivision to pre-developed conditions, and to reduce the possibility of flooding to
residents downstream of the watershed. The facilities are located south of Bolt Street and east of Hemphill
Street in south Fort Worth.
The Facilities are located in COUNCIL DISTRICT 9, Mapsco 91 E.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that this action will have no material effect on City funds.
TO Fund/Account/Centers FROM Fund/Account/Centers
Submitted for City Manager's Office bv: Fernando Costa (8476)
Originating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: Jill D. Griffin (6253)
http://www.fortworthgov.org/council_packet/Reports/mc_print.asp 3/18/2008
FILEQ
In the Office of the
Secretary of State of Texas
ARTICLES OF ORGANIZATION OF J U L 0 5 i996
HEMPHILL PROPERTY, L.L.C.
Corporations Section
Greg L. Wilemon, a natural person of the age of eighteen years or older, opts
following Articles of Organization for a Limited Liability Company under the Texas Limited
Liability Company Act:
ARTICLE ONE
The name of the limited liability company referred to in these Articles as the "Company"
is "HEMPHILL PROPERTY, L.L.C."
ARTICLE TWO
The company shall remain in existence until July 1, 2026.
ARTICLE THREE
The purpose for which the Company is organized is to transact any or all lawful business
for which limited liability companies may be organized under Texas Limited Liability Company
Act.
ARTICLE FOUR
The address of the Company's principle place of business in Texas is 905 Paluxy Road,
Suite 507, Granbury, Texas 76048. The name of the Company's initial registered agent is Greg
L. Wilemon, who has an address of 905 Paluxy Road, Suite 507, Granbury, Texas 76048.
ARTICLE FIVE
The company is to be managed in whole by Managers as that term is used in the Texas
Limited Liability Company Act. The number of initial Managers of the Company is two, and
each initial Manager shall serve until July 1, 1997. The initial Managers are identified as
follows:
Greg L Wilemon, who has an address of 905 Paluxy Road, Suite
507, Granbury, Texas 76048.
Sharon S. Wilemon, who has an address of 905 Paluxy Road, Suite 507,
Granbury, Texas 76048.
ARTICLE SIX
The power to adopt, alter, amend or repeal the regulations of the Company, including
the initial regulations, is vested entirely in the Managers listed in Article Five.
ARTICLE SEVEN
I, Greg L. Wilemon, who has an address of 905 Paluxy Road, Suite 507, Granbury,
Texas 7W48, am the organizer of HEMPHILL PROPERTY, L.L.C.
IN WITNESS WHEREOF, theAndersigned has executed these Articles of Organization
on behalf of the Company on this,,Z�/�day of July, 1996.
By:
L ilenton