HomeMy WebLinkAboutContract 36662 a
CITY SECRETARY
i DETENTION AREA#1 -LOT 1 BLOCK A ,ONrRACT No. .3
STORM WATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day of_
by and between Timothy P. Berri_, acting by and through McAlister Square
Partners, GP, LLC , 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 29.03 acre tract located in the John Steele Survey, Abstract
1381 , Tarrant County, Texas according to the deed recorded in Volume ,Page
, Deed Records, Tarrant County, Texas and being more particularly described by
metes and bounds in Exhibit"A",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 McAlister Square
hereinafter called the `Tlan", 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 on
the attached Exhibit"A" ("Facility Property"); and
02-22-08 A11 : 10 IN
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.7/2006
DETENTION AREA#1 — LOT 1 BLOCK A
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
repairs if necessary.
STORM WATER FACILITY MAINTENANCE AGREEMENT 2
Rev.7/2008
DETENTION AREA#1 — LOT 1 BLOCK A
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
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
STORM WATER FACILITY MAINTENANCE AGREEMENT 3
Rev.7/2006
DETENTION AREA#1 — LOT 1 BLOCK A
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.
STORM WATER FACILITY MAINTENANCE AGREEMENT 4
Rev.7/2006
DETENTION AREA#1 — LOT 1 BLOCK A
Executed this
Landowner •J City
s LT 0. o. City of Fort Worth
Name• 3r .��' PEnn//jiv0 v COS TAB 4c T1 N C-
Title : Assistant City Manager
yned - 'q- - �'i- VI
N/A Homeowner Association Approved as to Form and Legality
N/A clgu N �'A C4w
Assistant dity Attorney
President
ATTEST
City Secre
C- I l _
�:traot ,uthoriaatioa
11 C'ir. 115��jj 'Ell
y7 U
STORM WATER FACILITY MAINTENANCE AGREEMENT
5
Rev.7/2006
DETENTION AREA#1 — LOT 1 BLOCK A
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on 41 PO'�by FEKNgwD o cos TA
A c'"^'�C- , Assistant City Manager of the City of Fort Worth, on beh if of the City of
Fort Worth.
fIE LANF.
�. miv wU�tUIS ; ark ExFIRES Notary Public, State of Texas
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me,the undersigned authority on t 's day ersonall appeared�nlc5 1
AA VVU
to me to be the pers n whose name is subscribed o the foregoing ins ent own/ Lw'� a TES
acknowledged to me that.the same is the act of
Ste.; , and that he executed the same as-4tg
1 rt—IKC as the act of such i and for the purposes and
consi =ration xpresse rnf�RMregoing instrument.
0,P YAP 6
a;8�;- ANGELA R. iHOMPSON
Notary PLblic,State of Texas
E'�^.' ti1y Commission Expires
Notary Public, State of Texa
fitJuly 07,2008
STATE OF TEXAS §
COUNTY OF TARRANT §
This ms t was acknowledged before me on
, authorized representative, on behalf of the
Fort—Worth Village Parks Ho ers Association.
Notary Public, State of Texas
STORM WATER FACILITY MAINTENANCE AGREEMENT 6
Rev.7/2006
DETENTION AREA#1 - LOT 1 BLOCK A
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORM WATER FACILITY MAINTENANCE AGREEMENT 7
Rev.7/2006
EXHIBIT ' A'
DETENTION AREA 1
N
® Controlling Monument
Bearings hereon based upon the
monuments found as called for on
the plat recorded in Cab. A, Slide
I 1 7851 of the Plat Records of
I I PROP. 20' DRAINAGE Tarrant County, Texas. 0' 50' 100'
EASEMENT
Scale: 1"=100'
I I LOT 2
I I BLOCK A
I I 270,724 S.F.
I I 6.215 AC.
LOT 1
o a 1 II II G�� �� BLOCK A
0 C �� 1 204,901 S.F. p�
u)a
�
; 1 1 4.704 AC.
J3
VARIABLE DETENTION
Un >° EASEMENT
v POB 17,654 S.F.
0 0.405 AC.
1 J
1
POC PROP. 20' DRAINAGE
C G EASEMENT
CAPPED N 89*59'13" W v 566.00' APPED
1/2' IRF
1/2" IRF
McALISTER ROAD
( Variable width Right—of—WayOF
)
•"'•• ; LINE TABLE
��.•'•G�S��RF�•�tS� LINE BEARING LENGTH
*:• ii +��j L167 S 00'00'43" W 100.51
..•t..g•,j••ELAM.s...
L168 N 89'59'17" W 52.68
...........�... v�...:.••••• L185 N 43'59'17" E 72.16
�.• 4
r581�P�;^{�. �R• L203 N 08'11'14" W 49.55
�•••F�S$10 '
'SU, F' t� CURVE TABLE
CURVE DELTA RADIUS TAN I LENGTH CH. BRG CH. L
C27 90,00,00" 35.00' 35.00' 54.98' N45'00'43"E 49.50'
C28 81'48'03" 35.00' 30.32' 49.97' S49'05'15"E 45.83'
Ilffi�C �ffiY1ffiffi C29 81'51'41" 23.00' 19.94' 32.86' S32'44'37"W 30.14'
`�' ®®®c�n�ltt®®9 IIffi�• C30 65'14'00" 67.00' 42.88' 76.28' N41'03'27"E 72.23'
C31 81'48'59" 23.00' 19.93' 32.84' S49'20'57"W 30.12'
CONSULTING CIVIL ENGINEERS . SURVEYORS
C32 89*45'17" 43.00' 42.82' 67.36' N44'51'55"W 60.68'
( ( )21!) ♦90-7090 FAX 21� ♦9090-7099 7099
Scale i"=100' Date :8/1/06 JOHN STEELE SURVEY, ABSTRACT NO. 1381 SHEET
Design : WAI CITY OF FORT WORTH McALISTER SQUARE
TARRANT COUNTY, TEXAS 1
Drawn WAI EXHIBIT 'A'
Dwg. File N3 CAPITAL, LLC OF 47901eha2.dwg 301 COMMERCIAL STREET, SUITE 3131 DETENTION AREA 1
Project No. : 47901.02 FORT WORTH, TEXAS 76102 2
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the J. Steele Survey Abstract No. 1381, Tarrant County, Texas, and being part of Lot 1,
Block 1 SOUTHWEST INDUSTRIAL PARK, an addition to the City of Fort Worth, Texas, according to the deedt recorded in Vol.
388-155, Pg. 35 of the Deed Records of Tarrant County, Texas (DRTCT), and being all of PALM HARBOR HOME I, an addition
to the City of Fort Worth, Texas, according to the deed recorded in Vol. 14172, Pg. 349 of the Deed Records of Tarrant
County, Texas (DRTCT), and being all of Lot 1—R, Block 1—R of VICTORY FAMILY CHURCH ADDITION, an addition to the City of
Fort Worth, Texas, according to the plat recorded in Cab. A, Slide 7851 of the Plat Records of Tarrant County, Texas (PRTCT),
and all of Lot 1, Block 1 of the BURNET ADDITION, an addition to the City of Fort Worth, Texas, according to the plat
recorded in Cab. B, Slide 1951 of the Plat Records of Tarront County, Texas (PRTCT), and being more particularly described as
follows:
COMMENCING at the southeasterly corner of Lot 1, Block 1 of said SOUTHWEST INDUSTRIAL PARK, said point also being the
southwesterly corner of proposed Lot 1, Block A of McALISTER SQUARE;
THENCE North 43 degrees 59 minutes 17 seconds East, a distance of 72.16 feet to the POINT OF BEGINNING;
THENCE North 08 degrees 11 minutes 14 seconds West, o distance of 49.55 feet to a point for the beginning of a curve to
the right, having a radius of 23.00 feet, a chord bearing of North 32 degrees 44 minutes 37 seconds East, and a chord
length of 30.14 feet;
Continuing along said curve to the right through a central angle of 81 degrees 51 minutes 41 seconds for an arc length of
32.86 feet to a point for the beginning of a curve to the left, having a radius of 67.00 feet, a chord bearing of North 41
degrees 03 minutes 27 seconds East, and a chord length of 72.23 feet;
Continuing along said curve to the left through a central angle of 65 degrees 14 minutes 00 seconds for an arc length of
76.28 feet to a point for the beginning of a curve to the right, having a radius of 23.00 feet, a chord bearing of North 49
degrees 20 minutes 57 seconds East, and a chord length of 30.12 feet;
Continuing along said curve to the right through a central angle of 81 degrees 48 minutes 59 seconds for an arc length of
32.84 feet to a point for the beginning of a curve to the right, having a radius of 43.00 feet, a chord bearing of South 44
degrees 51 minutes 55 seconds East, and a chord length of 60.68 feet;
Continuing along said curve to the right through o central angle of 89 degrees 45 minutes 17 seconds for an arc length of
67.36 feet to a point;
THENCE South 00 degrees 00 minutes 43 seconds West, a distance of 100.51 feet to a point for corner, for the beginning of
a curve to the right, having a radius of 35.00 feet, a chord bearing of South 45 degrees 00 minutes 43 seconds West, and a
chord length of 49.50 feet;
Continuing along said curve to the right through a central angle of 90 degrees 00 minutes 00 seconds for an arc length of
54.98 feet to a point;
THENCE North 89 degrees 59 minutes 17 seconds West, a distance of 52.68 feet to a point for the beginning of a curve to
the right, having a radius of 35.00 feet, a chord bearing of North 49 degrees 05 minutes 15 seconds West, and a chord
length of 45.83 feet;
Continuing along said curve to the right through a central angle of 81 degrees 48 minutes 03 seconds for an arc length of
49.97 feet to the POINT OF BEGINNING.
CONTAINING within these metes and bounds 0.405 acres or 17,654 square feet of land, more or less. Bearings hereon based
upon the monuments found as called for on the plat recorded in Cab. A, Slide 7851 of the Plat Records of Tarrant County,
Texas.
�sOF TF
y�c a�ST
:9
S. J, EL AM
4581 '
41 . rd
• ;rIt SSt4-.. r,
"'
CONSULTING CIVIL ENGINEERS ■ SURVEYORS
( 214) 490-7090 FAX ( 214) 490-7099
Scale I"=100' Date :8/1/06 JOHN STEELE SURVEY, ABSTRACT NO. 41 SHEET
FesWAI CITY OF FORT WORTH McALISTER SQUARE
TARRANT COUNTY, TEXAS EXHIBIT 'A' 2
WAIN3 CAPITAL, LLCe 47901eha2.dwg 301 COMMERCIAL STREET, SUITE 3131OF
No. : 47901.02 FORT WORTH, TEXAS 76102 DETENTION AREA 1 2
CURVE TABLE - Lot 1, Black 1 .g I _� ci ci 6 6 0
CURVE DELTA RADIUS TAN LENGTH CH. SRG CH. L Southwest Industrial Park Volume
g
C1 07'35'00" 1.417-39' 93.60' 186.93' N36'06'11"W 186.80' Volume 388-155,Pg 35 - a rj ax
'C2 I1'04`21' 1,413.35' 136.99' 273.13' N2655'10"W 272.71' _ _;',�-f,...6�+* --�' � ---�-•- � . ^
9' 30' 60' 120'
13'O6'50" 1,413.35- 1824 ' 323.49' N12-59-13"W 32 .7C3 s
C4 06'49'54 1,413.35' 84.36' 168.52' N0312'56"W 53.46' -
"
C5 O2'26'10' 1,746.3T 37.13' 74.26' 201'26'O6"W 74.25' Scale•. i'=60' - -- _-_.._- D•GJ, 4790 y
C6 06'4B'58" 860.00, 51.21 102.31' S8614'48"W 102.25' Lot 1,Block 1 - __ r�'6-Ex- 6�.5=-"�Sw�•
Southwest Industrial Park _. I I __-_�. ,o,.,_ 1�1m o
i Volume 388-155,Pg 35 Z J - ' "°�' I■e In g
seq
�479Q� �. .-. 709.10 I _- i N
9 700.35 � q
VAR. DRNG. D 709.24
--_-- -- - _ � w w w w
I I i r• ' ,,C ! -- _. ------ _---- --- 70.48 PROPOSECf y I $
I hl I �I 1� I i Exy6��S="ty:gtpL• ' 4D -_ - I ------- _ - 71aao c 7a967 II
v UUUU� 709.79 709.58 6' FENCE
-5*r. 12:1MA GATE Do sSa u
�d -I )lase I Y i
f pie N _J •1, _ �� nae6 �' I o m o T o0
)less )less
IX 719. j / T= LOCATION MAP r N N n a •'•.cf4Y
IX 71B29T/P a n4.7n naoa N.T.S o m CO n .••
\\\\ - e
{1 r .71a.9a Twee99 7teao LEGEND v 10 N o o eYa9!� 63�299
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Y S fie`
I' 7t1ao'� �� i - I, GW Guy YAre Sao t` IIWa I I \ Q i I MH Water
���"`�. WV Wateter Valve o e
- TP WM Water Meterhone adaetal a a Im r•"07
11I I I I 6 p1AeAlNK LFH Fire P LightH dent a.0. O M
I I I 7tax1 AR. DRUG. deAET. 7 �+� o
II I I I t ND 't5 T'. 71e.ee 71a�s - OETERION POND mSa z
/ay�� 7 r31 IV Irrigation Valve
A - I A/ �If'®W,11 R➢ 14R'®lYJ OIJiY/�W� NAwL ACCESS yy��K N N
y RAMP I2'Mer. CO Clean Out �+a� U=a o
fl i I 719.86 ,,-` PBA EN AC Air Conditioner w� at-X U7 ra
1 i 85,100 SF �. 100,887 SF TV Cable Box zw �W� o to
7n.3o : 7m.se FF= 717.00 )lees FF= 716.00 � �� SB Signal Box a�3 En -i In
Q 718.96 m 12' SP Signal Pde ZFrc m F j 1r.1 a
1 LOT 1 ' 71e.6o ��e -0 3 w
(I I r 204,901 S. 1 e j I MIN. SN Sign o z m ¢ z a '�
I I I I 4.704 AC ; w�-�7 p t= U 4 IRF Iron Rod Found CF.i a w n r 00 1=u
717.95 ` Fri N�N IRS Iron Rod Set o w a m w li a
III' I I 'r-4 m wm rriv = SW Stnorm Sewer ram" o a
1 �• •,'\ \` 71eb6 UDC') ^ICI 2WaZ = z MC7O
SECTION B-B TF rronerarmer
SPEC RETAIL \ )loos Ix
N,r.s. �f� W �
• 718.7e � wr a GM Gas Meter N Z W?i
15,750 SF 71asO 719.50 71aso 719.zO 71s.5a •1f h -- TSN Trcfn o5igncZ-a W U p O
UGC Underground Cable Marker
. n7.oa ns.m n7.00 ''n7.ao 71e.m ne.Ao 7n.oa `` I '^ �o�
FF= 71800 1n� Q
7n.aa 7nao ns.ea 71s.ea naeo Hasa V J z
J \\1 I 717.30 J717=1 ILI7.J0 7 _22 - 715.30 71130 71530 71930 715.30 715.30 7i530 71a ROAD
37 p M
_ _ ^ NCAUSTEA 6'RIAIMINK
Ia50
7 I i F7910E p MI J t/J
e I l .Y I i 71Sa0
l J I{
. � I : �`J A I ! I � t+l t.t�+� e. 't�i`. a•IA - i
IX,1a46 T I' ]7,W 718.J0 718.x0 717.a0 718.Ia 71a50\\ 7 a10 716.20 71a3a 71a20 71aao 71a00 '\\ 71a00 7 m I 7f aa0 715.0a __71a00___�_ 12.86 �,WALL p=W w LEGEND F-
RE7NF.OONC. $Q Y
ago 71axo 1Er wuL> TW TOP OF WALL aQ a
BW BOTTOM OF WALL Iz
W EW END OF WALL <w� -
1 I I 1 714.70 714.90 -�-- 7I1,70--- 77k9a 714.70�- - 714.e11 -7--' t PRE'•' �a
_ -L .\- 71am - 42: 9T i I J---7t - - I I a+AOEI �c0 z
_ Z 69 2 PROP. SPOT ELEVATIONS wo
LOT 2 , ,_... _ FLOW ARROW 9. SECTION C-C QQ
Q
sa maa o>w= II I 21 -- --
I-
-� i RETAINING WALLN.T.S. FF FINISHED FLOOR Wr .7I1.40 570� EXISTING CONTOURS
`III'
_J
CY-
PROP. CONTOURS LL.7fa W
®1 5 Cn
fQ-
.
w N NOTE:: �(� Q
=_r_ _ -_ r I �4 �� �k �} �� ° 71zoa 71zta - INSTALL EROSION CONTROL MATTING ON L�f LJ(,- U
IX 7xam r 71L33 ALL DETENTION AREAS AND HYDROMULCH
71zoo SPEC w ' ON ALL SLOPES.
74, ETAIL
- --
10,080 SIF -
71 _
1 I- Ham 71ue _ -. _. -. _ b \ ry _-�- .._- _� SEC _TT -� \. 712.10 _ I - RETAINING WALL
"d 71zes ANSCTH 4ER CA
__ - ...- _ ...-- _ RETAIt._3 __ _ �`l = 3 SYSTEM OR�QUAL 6'CHAIN uNK
61500 SF ! 7tzes 71275 __ FENCE(TYP.)
III 1 - _ - - -I - 71285 $
7zt.00r I 7600 , -�- 1 = 716.50 _ -- 7133a - 71zw vs' 01
C I 7t9.eoe a.w Ham - -- 30 7 ky ' l - -71aao \
-__.._ - :71a30;'•,f 121a 'n Q^
-� `\\ �--- ,f � � VARIES
21�b0
INSTALL 6'CHAI I ( 123.00e 't-wam.o- I _--. -__. _ ._ i-- - -- -_ \ 1 ,• >,,i 1 P 1 4
LINK FENCE ON THE I anAo \, �`ib ,¢,i' ^mot\; i •11 4 m <? _ C) o o
SIDE OF THE TORRR OF aaw nub 796}6 ?1 A _ 1` f1•• Fa ? n n
WALL. I i 9orM' 7z4. \, '>_, . - 4'cONC.FLUME 3 g v a
./lit I I 2t.006 722oa .� 2i � .\ 1 1- •�7 1 o
4�I• ,•' I i + ' ; l i l ' i I z , . '\\ 1 I..d 1 I �� .SECTION A-A as d
N.T.S.
`~�° I Iff3t5K'. _ - ! ! I ( 724-00E - I I i !� I,I'\I I I I I I :I I I i ,1 { .I: -� ,.v+ _
711.110 -- 7249OT -- - -Sy - _I6" _ - - __ •• _ 'a •" a U 'O
__ _
_720.00e T�rTO -.-..--_ --- --- ---_ •- - - - a L A, ❑ h
^a°'wu'u BM 1 w a a w a
' aoor �-�--.. _. ._.__....__ •� - " �r�„,�. _-.,__�----""J _ -._ 'X' CUT ON THE WEST EDGE OF THE
Ev ACPK.,.._..u�__...v.�..�_-am•_--v:..-
1111zzsoR 724sor/w SOUTHBOUND IH35W SERVICE ROAD,
723.009 _Pvm l._ .. °Jv _
I 7 0 -'--- -'' 770't NORTH OF MCALISTER ROAD. �I}ULkIE4
aTSN - •-- _ _ - ELEV.- 717.09
a INSTALL 6' CHAIN- E..G„. ReE
S 46'33'38" W LINK FENCE ON THE ^� - T - BM 2: 'X' CUT ON THE WEST EDGE OF THE 6c1g
I.H. 35 W SOUTHBOUND IH35W SERVICE ROAD,
I a a I SIDE OF THE TOP OF 68't SOUTH OF MCALISTER ROAD.
57.44' WAt1. (Variable width Right-of-Way) I ELEV,= 723.22
i
I
U C1 Ci Ci 2
cooca. A< ei
' 0' 1. 100, 200'
FI v1
41 �e
Stale: 1"- 100' .
u ,3 "
A ra =
EX. 18" RCP. o •rl
D.O.E. #+790 I _______-- (n „
OFFSITE 0=24.14cfs� 1 LOT 1, BLOCK 1 5 oa 6=a o
% I SOUTHWEST INDUSTRIAL PARK y F F vi Gi x .
t VOLUME 388-155. PG.35 z z z z
I LOT 1, BLOCK 1 w w w w -
SOUTHWEST INDUSTRIAL PARK - -_
E , .�
I I _
i
SOUTHWEST INDUSTRIAL PARK
VOLUME 388-155 PG.35 o 0
LOT 1, BLOCK 1
ii`: ;i 1!iill i o o � 5�
VOLUME 388-155, PG.35 --- r� l 9 !Iy J 1f
I I, � _ � �� � -;�-y,e�.:.csa-•�J s�-_-- NE._°7 15% I� - E5 a a E5
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G ............................
+ 2-' LI i_._ LOCATION MAP 00 0 � I LBK•••
'I �,t I i- N.T.S a o�te:... .63290
0.83Ac. ...........
II ," * •+� 6.56(fs t o cv z ttp9 h0l111 �`?°
z
$ it I 9• /' %• ��/ I i rcz[2 AREA NO. M
a-0
w5;.
• 1 tOFI�ffi-�OIIfDOORS" 12 }1- 1.88cf9 W J 16 j i ' ACREAGE "n w ¢_-X an
I� l 6.33Ac. I t'BA z I J 6. I �, Y , t a u�i;�'' c'W v^i
I ppL{�O,T is4� rf �n.00 6.09c /1 rF-nsioo . -�3 'I 5.77c ! I '! ��1 I EE I! �j�� ' IF{I IF I}I+{I II�(�'1 t 01°° g m w ~ y
24.70�4 ACi71� _ - ...., I -yE'��°f 9- T�1"t L� 1 I_I_I z N o ¢r z x
• Z Q W
`I I t••, ` gi •_''' " ,a ----------------- DRAINAGE DIVIDE: E M M 0 1�0 a n N o p (n
IG I i SPEC RETAIL \\ 'o"'• ` i "(ar., J �' r'd o w ,- cl a.¢�F
II�1I I } rF.�1aoo . ci
I LaT 5 FLOW ARROW -� ,� o€ (�i1 Z z z
343Aa F. +,• y,w=z W U Q M O
EX. 24" RCP. -
D.O.E. $4s17 z o
D.O.E. #3401 p} i 1 NE "1" it fl 4Ac: I 0.62A. I LINE LIN '8= oN !J
TOTAL OFFSI I 1. 0 1Ac. LOT 2 1J 7 7 t 1 /j z •
0_42.01cfs I I /' \ ; \ \ a� ` / c \ moa
ui
� e.
1.13Ao. ; / ,�. /, w m
:2 LLJ
-
1RET\. ---. o s Q
- + - --.._....... -_......._ -----..._._...... _._.._......_._..-- -
122 - -. W
- - .z. \ `• DRAINAGE AREA G�LCULATIONS LLd
s.79�rs _A3.50 f CY 1-
III 1 == ID. AREA C Tc 1100 Q100 REMARKS (n
Acres min. mJhr. cfs Q 2
I rF-azas g �:91c(s
ram- z1. 1. BAc. 1 1.17 0.90 10 11.6 12.21 10'CURB INLET TO DETENTION AREA 2 1 W
i 11' ec( 2 2.01 0.90 10 11.6 20.98 4'x4'GRATE INLET TO DETENTION AREA 2 0 N O
l 3 0.74 0.90 10 11.6 7.73 555'GRATE.INLET TO DETENTION AREA 2 1 Q J
1 a - - ------ - z6' -
-_� _ , GRATE INLET TO DETENTION AREA 2 Z Q
-`- 5 1.13 0.90 10 11.6 11.80 4x4'GRATE INLET TO DETENTION AREA 2 ( Q LL-
)" !A 7 I.H. 35 W 6 0.74 0.90 10 11.6 7.73 4k4'GRATE INLET PROP. OFF-SITE RUNOFF
:bye'■ I.H
MA°. 35p1 W bg 7 0.62 0.90 10 11.6 6.47 45F4'GRATE INLET PROP. OFF-SITE RUNOFF
I e'!.H' (Wr1m,• 0:1tihrl) __I
1 8 0.87 0.90 10 11.6 9.08 4'zW GRATE INLET PROP. OFF-SITE RUNOFF i
I I 9 1.08 0.90 10 11.6 11.28 10'CURB INLET TO PROP. OFFSITE RUNOFF j
10 1.21 0.90 10 11.6 12.63 10'CURB INLET TO PROP. OFFSITE RUNOFF j
1 I I I 11 1.85 0.90 10 11.6 19.31 TO DETENTION AREA 1
L..
1 1. 12 6.33 0.90 10 11.6 66.09 TO DETENTION AREA 2
? 13 0.18 0.90 10 11.6 1.88 PROP.TO EX TXDOT 2-48"RCP 3 N
14 0.47 0.90 10 11.6 4.91 PROP.TO EX TOOT 2-48"RCP ! 0 a 0
15 1.30 0.90 10 11.6 13.57 T Q DETENTION AREA 3 s _ a
a
16 6.30 0.90 10 11.6 65.77 P;OP.TO EX TXDOT 2-48"RCP
j 17 0.63 0.90 10 11.6 6.58 TO DETENTION AREA 3 t o r^
;....
18 0.65 0.90 10 11.6 6.79 4'x4'GRATE INLET TO DETENTION AREA 2
19 0.93 0.90 10 11.6 9.71 4'x4'GRATE INLET TO DETENTION AREA 2 v
BM 1: 'X' CUT ON THE WEST EDGE OF THE 4 4
SOUTHBOUND IH35W SERVICE ROAD,
770't NORTH OF McALISTER ROAD. SHEE'IT
ELEV.= 717.09
BM 2: 'X' CUT ON THE WEST EDGE OF THE C-17
SOUTHBOUND IH35W SERVICE ROAD,
68'f SOUTH OF McALISTER ROAD.
ELEV.= 723.22
I
STORM SEWER MAP NO. 2054-328D �4
I •I y •O S.D
S.D. STA. 1+00 LINE 2 . STA._
+ LINE 1PAT J I I I ! T ATI
HDWL 0
CONST. 36" TYPE 'A' PER CDFW DETAILS FOR 3X3 SWR. ES EMR'T I.MOUNTED ON RET. WALL
sg
1 9 -
o' RCB r-
(PRIVATE) I 2A �} PIPE P.C. I I I A
PIPE P.C. " o Z 9y
FL 3'R3' ROB= 7WeOO I I x
FL 27"= 710.15 I al 0 2
i tn. N' S.D. STA. 1+32.03 LINE '1' s O $
S.D. STA. 1+03.28 LINE '2' PROP. 8' WATER CROSSING. S.D. STA. 2+20.00 LAT. '1-A' I a1 o
INSTALL 36'z12 WYE FOR cl m y CONST. 5 x5 GRATE INLET. I _ z {�. „
ROOFDRAIN CONNECTION. '� FL 21"= 712.85
S.D. A. 1+46.08 UNE '1' I i ± I I 15' WATER pMa{ 5
S.D. STA. 1+05.74 LINE'2' !I ,�PROP. 8" SAN. SWR. I I I I I ! I I I I I I ESM'T. vi
PROP. 6" WATER BOSSING. 'CROSSING. jrZ KI OF
W W Lzi W r3
%'Qfl S.D. STA. 0+71 LAT. '1-A' I to I , ( I ! I I � z 5
S.D. STA. 1+12.91 LINE '2' I S.D. STA.1+91.48 LINE '1' PROP. 8" WATER CROSSING. 0 q' + + I, I s 0 0 D
PROP. 6 SAN. SWR. I {n Z Z
i N 15' WATER ESM'T. I I w c0i c0i c0i a "
CROSSING. { I V _i ^• • -PROP, 3' X 0 5 -- C,' ^ I w "C8
S.D. STA. 7+25.85 LINE'2' I EAST PRIVATE 19 30 -
PROP. 6 WATER CROSSING. c , I I i + IIII1II a0 a M0
0,he�o 8 I.H3O2AP90
5 NE c N
S.D. STA. 1+38.19 LINE'2' I S.D. STA. 5+ 1.10 LINE
l S.O. STA. o LOCATION MAP 11 CIUE.U C
x.N'Oz
o
e:(00 a S.D. STA.'1+DO LAT. 1-A N.T.S . :d ; qot
:
CONST. 6x6 GRATE INLET. ` c
S.D. STA. 1+51.71 LINE '2' I FL 3'x3 BOX- z ..........
FL21'= 711.65WE FOR 36 xl2
C OT�H/ PIPE P.T.
S.D. STA. 4+71.66 U NE '1'
ROOFDRAIN ONNECTION. o
S.D. STA. 1+91.71 UNE '2' I I Io! I _ �7J..! �" I S.D. STA. 6+32.63 LINE '1'= I I- ¢Dit r7
INSTALL 36 xl2 WYE FOR ICI t ,d -1-8- I maLL
ROOFDRAIN CONNECTION. I I,P+ l /VH O 'I_ 0 1+00 LAT. I I c m�rc o M
N INSTALL 21" WYE CONNECTION. IQI IQI IQI - Sa z
S.D. STA. 2+31.71 LINE '2' Im I J 0 FL 21 FL "= I I dl JI dl 3�rc Q�En
W Q
INSTALL 36'xl2 WYE FOR I I I I 0 LL O j i 1 I l i u UUU UUU llllll g W o r F n
ROOFDRAIN CONNECTION. I 1 l�l 'P/V ,p (n O -I - 'S.D. STA. 1+55.17 LAT. '1-B' °'aiw m3 w
I IN 9 a j I i Ix I INSTALL 21"x45-BEND• oZ.c ¢ z 4 x
I� �p I k 1 Im > I I I l l i l l l l l 125' WATER & cFiarcn }op r-N�'
S.D. STA. 2+71.71 LINE'2' O Ov gm > a
INSTALL 36'xi 2" WYE FOR 1 _ I o m I+-r c�g na
I x a SWR. ESM'T. +.+ > o a _
ROOFDRAIN CONNECTION. I I ' D,p II Iv - I -- --- z. Z :3 n9 V 0
"g 00 L� i 40' 80' c0 ��� zw3
S.D. STA. 3+06.39 LINE '2' ncj L� i I S.D. STA. 2+54.07 LAT. '1-B' ��j=� w it
¢ r
INSTALL 4'x4' JUNCTION I I I O ` �- ! _l PRIVATE I _ Seale: 1"=40' bomb F' v w J
BOX REFER TO TXDOT { I ' - : CONST. 4'x4' GRATE INLET. +n
DETAIL- SCC3 & 4 IN I { lol'�°�p !
THIS SET&CONNECT PVC `I �L i� } i I
ROOFDRAIN. O_ I Ilu 91/R I O� B/ ! t I I ' I I I ! {1 I I I I I I I I '¢.� Nm� 0 o
i i i s a �-o m
_ l� wl II O I .I S.D. STA. 7+01.10 LINE '1' I I ! ip
o CONST. 4 x4 GRATE INLET. I STORM PIPE CURVE TABLE w° o '
® i FL 3'x3' BOX"= 710.92 , I CURVE DELTA RADIUS TAN LENGTH CH. OR G CH. L xl o W
j II vl I VL I II �m' ! FL 36"= I CV-1 52"24'46" 100.00' 49.22' 91.48' S63'47'37"E 88.32' ' I z,y
C I I I I +I 1 •! �i -L. --�--;-I I -- I CV-2 34'33'10" 10D.00 31.70 60.31' S72'43'25"E 59.40' a
co
Z�) I I I I CV-3 34'57'39" 80.00' 25.19' 48.81' 1 S09-17-36"W 48.06'co
0-M 'i -6 CV-4 46'23'07" 100.00' 42.B4' 1 80.96' 1 S31'22'47"E 78.76' I i aro
¢ LLI
3 i I I V I S.D. STA. 3+98.45 UNE '2' /�1 rc II I ' w �_
0 cn°> �+ I I I PROP. 8' SAN. SWR. I I I I : I a I I I I 0 x
A I CROSSING. I i s S.D. STA. 1+53.85 LAT. '1-C' II 1 A R I ! �a� _J ry Q
i n
S.D. STA. 8+13.62 UNE '1'=I ! � (PRIVATE) Q X
T IN4TALL- 1" $ 9EN :'
+ S.D..STA. 1+00 LAT. 1-C ' I ! .Ir4' -
I 1 IGII C Q cy
IN 36LL 36"x21" WYE. I , I I I - J Iln �I T IM z U)
11 r
IT cCi 1�__ __ FL 21"_ '- 1 I +I I S' WATER o v Q =
1 I II O W + ESM'T. I I I W
I 20' DRNG.
S.D. STA. 6+22.03 LINE'2' J I �' I 'STA.
! ! ! I 2.75 ! ' I ` I j I o ' of-
i rnl 1 ESM T. CONST. Vx4' DROP INLET J _.i__ _ _�- + CONSTT 4'4+GRATE INLET. C _ I O 0 � ' I I!N-' -I N O
S.D. STA: 5+10.93 LINE'2' �' I OUTLET STRUCTURE.(PRIVATE) I- I y+• - J
PIPE REFER TO SHEET C-25 FOR 1 I FL 21 I I I cm
A
{� I SLOT OPENING DETAILS O i I q� U
pI �N\ I REFER TO TXDOT DETAIL LL CD lf]U I I I •as3 v
Q LL
SCC-4 0 S.D. STA. 8+81.12
6x6 GRATE 36"= 71300 CO CONST. IN CON
C _ FL 36"= 711.19 Opp
Lij
I z \\` \♦ �/ (k III I r Of
FL 21"= 711.19 0 S A. 1 I.2 1
I \� _�� 1 S.D. STA. 1+00 UNE '5' U to o
I \ Y CONST. 30" TYPE '8' W _ UI I i I I I IS^ / 8 I S.D. TA. 12+57.35 UNE '1' LL a I
HDWL. PER CDFW DETAILS pP� I INSTALL 12"x45'BEND.
S.D. STA. 5+91.88 LINE '2' I \ FL 30"= 713.21 15'WATER L I i -S.D. STA. 12+84.88 LINE '1'
(f� __ 9� S.D. STA. 1 0 .8 . '1-D' -END & PLUG 12" PVC
PIPE 11.1. n11 I °4 I J �ESM'T. INSTALL JZ I u,
zi. 1 _OT 07 I (�
od NI 1 Oy,� 20' DRNG. ! - 1q m o
od I N ESM'T. S.D. STA. 1+67.66 LINE
'S' .'� I ! I I ., I
5434'21" E I PROP. 8' WATER CROSSING.,� ! --- I o E
La I 1 30.14' I [�r I S.D. STA. 10+35.73 UNE '1' ®0.1 '(PRIVA I u a o
b U Li O o
I W' I S.D. STA. 1+82.52 LINE'S' I I ' CONST. 10' STD. CURB INLET. - 1 I I
\ VAR. DRNG. &DET. I I FL 21 -- - L- -- -
1 \ ( !NF• PUBLIC STORM. _J ( - n.:•'- --- 'r' ! A
1 15' WATER �� i�BC/ - -------- - - ..
to ------- �C _ - --- ------ z fA d
e ESM T. SFQ'SO'S1'�� --- -- -- 15' WATER- - ---- --- - S.D. STA. 124 '-B UNE 1 J; I 0 n A b y
SZ" ----- --------- -
�;.. .
----
_ - - --
ESM'T.
INST LL 12"x 'BEND. . INSJA 2" 45'BEND F• �> i Oo '- u u
REMOVE
m m u u o
/� BM 1: 'X' CUT ON THE WEST EDGE OF THE ul a VICE ROAD, a ` w
"ALL STORM DRAIN JOINTS /' S.D. STA.CONCRETE
COL 'S' "OFF TE 001 01e C A I S _ 7770't NORTH SOUTHBOUND IOF5McALIISTER ROAD. SWEET
SHALL 6E FULLY GROUTED CONST. CONCRETE COLLAR -----------------
THROUGH ALL CURVES 'TW^d PER CDFW DETAIL S-SD 18 ��"�-24"= 7ldn6----- (pf5'I'e-WY�h �-o�z ELEV. 717.09
UNLESS RADIAL PIPE IS 'ydsy 'x3 �, 30^= 714.36 _ BM 2: 'X' CUT ON THE WEST EDGE OF THE 60��
I
PROVIDED'. --------------- ---- ----------------------- -----
/ /- '/ \ RE 1B• P- SOUTHBOUND IH35W SERVICE ROAD,
_------__-_---'-- 68't SOUTH OF McAUS LEVA0723.22
I
. 4— --1 F_
4
.......... ............- ...... .........- ---
...............
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to
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L&-.__ 1�
L
79,r z z z z
0 0 M
if
...... ...... ..........I...................... .............. ..........
4 _A!
L
CL XX U)C',
CD-
4-i
ui�,= t1i Gi t 0 720m pp
L
j. F_:
to
0
.*6...........
..................
L
—T
te
215 10.
AL
PQ D x
mom
PRO
4--- t
Tl_ -r ll..... P.
Poo
RCP 3'DI I.i 7_j 0
n T. Powo 12
4
10
cn 3: • v)
---------- ......... ................ .......... .... ...... ._J zusm, J
4�-
&I_111_ - __- -1.
0
705
KWJ <<
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_J4 U_ .... ......
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0 a 0 CD
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-C .............I- ........
4- 1
GC i H77 6
795 0 790
< LLJ
D u u2 7 2.5 z (A 4 E� ci LIJ
cn 0
-T —jc
4--ir-
PI LOIFI.-GRAI�_ ---------
I A
-T
L
--T
79n 1 7 ii
715 1
LJ
GRADIE
GRADE
..............
...........
R SUO 4-1
L-4 to t4r-
715 7115 7 1 Q 11 ---------- ode 710
_4
pioIt
! ;
____ ___ _
It I
____ --k-- i .- ! �----
1
.. ....... 1......
C-4
W10
L ; i
1 �_
L --F-- _F_
T—
_jI
710 3 I)DIAt 3 c 1 709;
OP
N r4
................... ...... -- - --- F-
2 12, fs' 1 1 1 I
_7
/f a c i7
f_5§fp ..........
............
L ........... 4
i
T i4
.................. ...........
ub )U; m._4-
705 CO.L-i
700
c 0,
T.
I L
U01-
CIL -00
-0
77
-4-
04I II ��� I ...`.... it
4- A.— 1u B�ry t
DETMON POND (1)
SLOT OPENNING DESIGN: a CI
0= (C�x(A)xJ(�gxH) POND 1 NOTE: Q A d 3
AREA DA-11+OFF-7
r...__._....._..--T............................_...._.................i..l - 14.81 AC REFER TO SHEET C- 3, :0�
DETENTION POND CALCULATIONS(100 ear) FGRZYEAR ;...__._...__......._.._..._,.......__._._...._..;._._._..__..._.....<. AREA _
... I_ RATING TABLE _ FOR 100 YEAR STORM: CIVIL E O d
DETENTION AREA(I)-.-___._._._...__.-_._......._'_. _____ 19.92= (0.81)x(A2)x J(Zx32.2)x( 714.68- 713.70) ELEVATION OUTFLOW STORAGE, TOTAL ALLOWABLE DISCHARGE RELEASE FOR CONSTRUCTIONFDETAIILS FOR q
REFERENCE:_ _TECHNICAL PAPER 40 -._.__ __._ _ _ 1e R' �. (�1 (CFS) (cF) 0087ING CONDITONS= DROP INLETS (DETENTION r
fi --, -_ 1001cfs A2 4. O(exieRr�=Allowable= K100xCxixA !,
ALLOWABLE STORMWATER FLOW FROM DETENTION: - TOTAL D + 713 0 27.013 166607090 )
ig - [ USING: 0.98 ft VERTICAL 7 0.40 x 9.8 x 14.8=56.06 CFS OUTLET STRUCTURES o �Q C F a
_._.
1 __ _. _. .. .. _ _-..a__ ...._.............._..._ _z 4.34 ft HORIZONTAL (2®217ft) I
STORM DURATION DATA: ; ( - 714.0 3.49 3619.23 z
FOR YEAR: ... g
25.03= (0.61)x(A2)x J(2x32.2)x( 714.97- 713.7 ) ,... 715 F �, m
MIN I-100YR C AREA CFS INFLOW OUTFLOW STORAGE ? (0.s1)x(AS)x J(D 32 2)x( 714.97- 714.s6) ... 716.0 45.28 32004.35 w
1 5 14.90 0.80 1.i35 24.81 7443 300 7143 .1 ! u � e
;- ! A5= 0.75 R' 3-3'x0.5' EMERGENCY OUTLET SLOT 303.0' z z
10 11.60 0.90 1.85 19.31 11588 600 10988 J L. -..__-......__..........._..._.._...�_..._...._._._..._1... THROAT ELEV.=715.68 �3 w w _
! 20 8.40 0.90 1.85 13.99 16783 1051) 15733 I USING: 0.32 R VERTICAL L. 715.68 M 2
' TOP=716 6
2.33 ft HORIZONTAL
30 6.60 0.90 1.85 10.99 19780 1350 18430 FOR 26 YEAR: 49 0U U '
28
40 5.60 0.90 1.85 9.32 22378 1650 20728 I 35.09= (0.81)x(A2)t J(2x32.2)x( 715.39- 713.70)+ 00 YEAR STORM E 7` -----_---..---.._.....___..._..._.....__..._._............_....1 PEAK ELEV - 15 6 0 c
50 4.80 0.90 1.85 7.99 23976 1950 22028 - (o.si)x(A5)x J(2x322)x( 715 39• 714.66)+ 2 YEAR STORM AT WSELEV= 714.66! - 715.3 U
70 3.80 0.90 1.85 6.33 26573 2550 24023 (0.61)x(A25)x 4(2x32.2)x( 715.39- 714.97) .._..._.._.__...__.._...... __..t__...__..19.9-_._.._.___..___ 25 YEAR STORM PEAK ELEV. = 715.398 0
IMAX RELEASE ___ _ 19.92Icfs_.____: 202.0 m ,o OF p
- 80 3.50 0.90 1.85 5.83 27972 2850 25122 A25= 1.71 fl� STORAGE VOL= 12,309 cf ?5 YEAR STORM PEAK ELEV. = 714.97 714 9 0.42 \ \ j�(fG......,,, 110
L. 9u$n
1 90 3.20 0.90 1.85 5.33 28771 3160 25621 USING: 0.42 R VF_RiICAL 5 YFAR(R STORM AT WSEI EV 774 s71 2 YEAR STORM PEAK ELEV. = 714.66 - N N 7 a a:I
100 2.90 0.80 1.85 4.83 28971 3450 25521 4.06 rt HORIZONTAL (z®z.03rt) ;MAX RELEASE= 25.03!cis_--__ ELEV.=713.70 0.32' o a c
............................
1 110 2.75 0.90 1.85 4.5B 30220 3750 26470 FOR700yEAR =------------_- _....__.. L. 714.66 I •�:. K••••
STORAGEVOL- I 16,431fcf.
--1 43.01= (0.61)x(A2)x J(2x32.2)x( 715.68- 7'13.70)+ - 0.96' �01 8 290
120 2.60 0.90 1.85 4.33 31169 4050 27119 125 YEAR STORM AT WSELEV 1 715.391 FL E EV.=713.70 q a
••i (0.61)x(AS)x J(2x322)x( 715.68- 714.66 + _ .�.._..__. ....._..._.._.,
fMAX RELEASE= 1 35.09cfs. z +te,.�,•
(0.81)x(A25)x J(2x32.2)x( 715.68- 714.97)+ STORAGE VOL= - -22,824:cf. FLOW LINE ELEVA110N -�2®2.1T�- °oeseONAL E '
I 27119 (0.61)x(A100)x J(2x32.2)x( 715.68- 715.39) ---- --
1100 YEAR STORM AT WSELEV=1 715.601 o a
I-100 values came from City of Fort Worth Manuel. AREA NEEDED FOR STORAGE 0.623 1 : ).._.-__._._.___.._.- __..__.._..;_._.._...__._. SLOT OPENING DETAILS z
A70o= 1.40 ft IMAX RELEASE= 1 43.01icfs. a,,,9
I--Figure 113. AC+T USING 0.28 ft VERTICAL --- - --- - --'-- - -.......... ....... .... ........
...
:STORAGE�VOL 27,119 cf.
x DROP INLET M
0o M
(OUTLET STRUCTURE) Aga ? In o
�y� �A� of N.T.S. o.D O x
1 - SLOT OPENNING DESIGN: DETENTION POND Fad ���
POND2 a�G tn0 �F:
O= ! RATING TABLE - w
1- (Cd)x(A)x H) r:E_'-'-�---_"TT m w m w Q
DETENTION POND CALCULATIONS(100 year) _; ELEVATION OUTFLOW STORAGE
31 AREA = DA-1 +DA-2 +DAa +OA-4 +DA-5+ o ai I-z a
REFERENCE: TECHNICAL PAPER `- - _._.------------.._..-._..-----._...--.--..-_. y FORS i_ 12+AC18+Da-ts ZN o ar ri
DETENTION AREA(II)_.._._.. _.. __.._..-._.__�-'a - L DA �o a m w O O o m�
E ONO W 5 GE _
_ _ (O.61yt(A2pt J(2x32.2)x( 711.97- 709.10) (FT) (CFS) (CF) _ AREA = 14.18 AC �„aj� w c� ¢�
_--'---_.___.---'__--- --_---'-'•--�----..._._---..__.-L.___.-._. ._ .. _ ..' _..___...-';.---'--�__"---- ..._.j a TOTAL ALLOWABLE DISCHARGE RELEASE FOR -
ALLOWABLE STORMWATER FLOW FROM DETENTION: 30.101}(cis` zwdZ z o 0 0
FOR 100 YEAR STORM:
,- -'------•--- F -----1 i - USING: 1.00 ft VERTICAL 7710.0 11 0 id
.32 20 O(exlstENSTIl g)=AN able=S Kt00xCxfxA 3®2.0'
_. _.__. _.._..._._. _._._.-._------___._. Y-- TOTAL 0.40 x 9.8 x 14.18=55 59 CFS !,EL. 715.00 0 50 € a: N a z w 3
i•-"'-"-' A2= 1.68 fl 709.1 0 0.00
STORM DURATION DATA: I - 1.68 R HORIZONTAL 58738.50 ( 0.48' z ? w U a o
f -4 FOR 5 YEAR: - F EL. 714.52 o 3 b ~ U w
MIN 1-100YR C C AREA AREA CFS INFLOW OUTFLOW STORAGE-1 17.51- (o.6f)x(A2)x-4(2x32.2)x( 712.88- 709.10)+ - 712A 18.67 20 5 8.0
713.0 18.57 120568.50 z n
n 5 14.80 0.90 0.40 14.18 B.OD 237.83 71350 9030 62320 (0.61)c(AS)x J(2x32.2)x( 712.86- 711.97) ;- •- 3-2'x0.5' EMERGENCY OUTLET SLOT- r o x
i._ -1 f 714.0 24.25 151483.50 _ THROAT ELEV,=715.00 0.88' NmN
1 10 11.60 0.90 0.40 14.18 8.00 185.18 111096 18060 93036 _ A5= 0.34 Rz 1 715.0 1.02 182398.50 TOP=716.00
20 8.40 0.90 0.40 14.18 8.00 134.08 160897 31605 128292 USING: 0.69 ft VERTICAL -S EL. 712.86 0.50' Z tl
30 6.60 0.90 0.40 14.18 8.00 105.35 189629 40635 148994 0.38 ft HORIZONTAL I J o o W
40 5.60 0.90 0.40 14.18 8.00 89.39 214529 49685 164854 100 YEAR STORM PEAK ELEV. = 715.00 EL 711.97 0.88' U)cc
50 4.80 0.90 0.40 14.18 8.00 76.62 229853 58695 171158 24.57- (0.61)x(A2)x J(2x32.2)x( 714.52- 709.10)+ 25 YEAR STORM PEAK ELEV. = 714.52- I 0,38' ¢Y O O'
70 3.80 0.90 0.40 14.18 8.00 60.66 254754 76755 177999 ul (0.61)x(ASx J(2x32.2)x( 714.52- 711.97)+ 5 YEAR STORM PEAK ELEV. = 712.86' RETAINING WALL i a
80 3.50 0.90 0.40 14.18 8.00 55.87 268162 85785 182377 �[ (0.61)x(A25)x J(2x32.2)x( 714.52- 712.86) MAX RELEASE= _ __ 13.901Cf5. FL E! JFo
2 YEAR STORM PEAK ELEV. 711.97-
- - 1.00
90 3.20 0.90 0.40 14.18 8.00 51.08 275823 94815 1B1008 A25= 0.44 R� 2 YEAR STORM AT WSELEV= 711.97 LEV--709.70 33" RCP bd
-( USING: 0.50 R VERTICAL ..__...__.__._._.._..__._...._.-.....; LEV.=709.10 € u J
100 2.90 0.90 0.40 14.18 8.00 46.29 277739 103845 173894
!- "' 0.88 R HORIZONTAL o_ W
110 2.75 0.90 0.40 14.18 8.00 43.91) 289110 112875 176835 1 STORAGE VOL.= _ 88,58O1cL ' �1.se 00
120 2.60 0.90 0.40 14.18 8.00 41.50 298809 121905 176904 FOR100 YEAR 5 YEAR STORM AT WSELEV= -i 712.66i C
I i ( , 30.10- (0.61)x(A2)x J(2x32.2)x( 715.00- 709.10)+ FLOW LINE ELEVATION Q Q
I i 182377 (o.s1p(A5)x J(2x32.2)x( 775.00- 711.97)+ MAX RELEASE= if _ 77.51 cfs._ S 3 x3 DROP INLET SLOT OPENING DETAILS Q
t � x
(0.61)x(A25)x 4(2x32.2)x( 715.00- 712.86 + STORAGE VOL.- 116,246icf. , ' W_.
1100 values came from City of Fart Worth Manual. AREA NEEDED FOR STORAG 4.187 (0.61)x(A100)x 4(2x32,2)x( 715.00- 714.52) 25 YEAR STORM AT WSELEV= 714_52� (OUTLET STRUCTURE) M (, (n
Figure 1(-3. AC Ff = 1 20 fte MAX RELEASE= 24.571cfs.
._.-----....-----.._....._!.__...._..._._=.._..___.:__....__..._.___...._-_.-.-.--._ ._...---.._... ----..__...--=----.__'-.._--- _._...._..---._.._-J USING = .r
A100 1
0.48 ft VERTICAL STORAGE VOL. 167,4901cf.
2.50 ft HORIZONTAL (2Q1.25fl) 100 YEAR STORM AT WSELEV=i 715.00 z LLI �
MAX RELEASE= 30.10icfs. Q
STORAGE VOL.= 182,377 cf n- J
---- --- --- ----- ..__..._..-. --- ----_.-.-.--._.......---_..._.__._.--_...----: -- --.__-........ -
SLOT OPENNING DESIGN: N TE: z Q
' 1 I I o (Cd)x(A)x4(2xgx1.6 LL-
DETEN110N POND (3) THESE ITEMS ARE PRIVATE ARE �" O U
NOT PER CITY INSPECTION
PONO3
DETENTION POND CALCULATIONS(100 year I FOR YEAR -__.......___..._._.._.._.__.-._..._.._.._..._..._..__. _
DETENTION AREA(III) --_,_.._..._.._._._._.._.....1.........._..__.-'-_-_._..._.._._.....___.......... .._._.......__........__.........._.._._.__....( 25.20= (0.61)x(A2)x J(2x32.2)x( 709.68- 708.50) �..�.__ _
REFERENCE ----- TECHNICALPAFER 40 _.......__..._..>____......_.__....,._....__ .. .. _ AREA =0.;•83+AD.AC ~
----..._._._...._..._.._-_-_--.._..._.____._...---._..__.._..-..----...._i_-..._._ ___._._...._.____.._. .__ __._;.----.--.--------._.�.---......, RATING TABLE FOR199vEARBTORM:i7 W
ALLOWABLE STORMWATER FLOW FROM DETENTION: 0.301afs _ _--. A2= . 4.75 ft2 ELEVATION OUTFLOW STORAGE
... iTOTAL ALLOWABLE DISCHARGE RELEASE FOR
USING 1 18 R VERTICAL W EbSTIN CONI7 ONS
_.._.
-.tr-----` (FT) (CFS) (CF) 1 m e W
STORM DURATION DATA: -� 4.02 R HORIZONTAL " - 0(existi g)-AllowaNe= K100xCxbLA 0
TOTAL ....I FOR 5 YEAR f- 0.40 x 9.8 x 1.93= 7.57 CFS
MIN I-100YR C C AREA AREA CFS INFLOW OUTFLOW STORAGE -; 31.72= (0.61)x(A2)x J(2x32.2)x( 710.04- 708.50)+ 708.5 0 0.00 1 Bypass Rom OFF-2 =24.14 CFS -
5 14.90 0.90 0.40 1.93 4.98 55.44 16633 90 16543 (0.61)x(A5)x J(2x32.2)x( 710.04- 709.68) 1 709.0 17.96 12613.56 Bypass from DEL2 =30.10 CFS
10 11.fi0 0.90 0.40 1.93 4.95 43.16 25898 180 25718 L- O(exlstlrg)-Allowable- 61.81 CFS o
20 8.40 0.90 0.40 1.93 4.96 31.26 37508 315 37193 �i A5= 1.00 ft1 710.0 46.70 40002.72 , \
' USING: 0.36 R VERTICAL I o
_ 30 6.60 0.90 0.40 1.93 4.96 24.56 44205 405 43800 }}� 711.0 54.98 70253.01 304.0' 3
40 5.80 0.90 0.40 1.93 4.96 20.84 50010 495 49515 I 2.77 R HORIZONTAL '-' m v
50 a.eD o.90 0.40 1.s3 a.96 t7.ae 53sa2 585 52s97 ! FOR i .____..__._.__..___..-......_...__.._...!.._..._.._._.._._._..._i._ 3-3'x0.5' EMERGENCY OUTLET SLOT EL. 710.94 o
THROAT ELEV.-710.94.
70 3.80 0.90 0.40 1.93 4.96 14.14 59387 765 5862.2 _) 44.52= (0.61)x(A2)x J(2x32.2)x( 710.66- 708.50)+ TOP=711.94 n LS _ U G 0
BO 3.50 0.90 0.40 1.93 4.96 13.02 62513 855 81658 _I (0.61)x(A5)x J(2x32.2)x( 710.56- 709.68)+ 0.38' q o a n n
- 1 A25 x 2x32.2 z 710.56- 710.04 r '"-"- EL. 710.56
3 v v
so 3.20 o.so 0.40 t.s3 4.88 11.91 64299 945 63354 (O.s)x( ) J( )( ) 2YEARSTORMATWSELEV= , 709.6BI 100 YEAR STORM PEAK ELEV. = 710.94 1 1_.__._.._...__._..__.........._....._..._...-25.20 ._._....-- - �+
100 2.90 0.90 0.40 1.93 4.9fi 10.79 64745 1035 63710 A25= 1.85 ft2 1MAX RELEASE= tcfs. - pa
110 2.75 0.90 0.40 1.93 4.96 10.23 67535 1125 66411 25 YEAR STORM PEAK ELEV. 710.56 0. ' 1N.• ,7°y
USING: 0.52 R VERTICAL 1,.STORAGE VOL= 31,1561cf.
120 2.60 0.90 0.40 1.93 4.96 9.fi7 69657 1215 68442 i 3 62 R HORIZONTAL ----- --- -"- --- 5 YEAR STORM PEAK ELEV. = 710.04 EL. 710.04 Z u m
i F ------_ --_ ; 2 YEAR STORM PEAK ELEV. = 709.68 _ 0.36' m 'R m U o
15 YEAR STORM AT WSELEV 710.
' OR 100 YEAR - y _
:MAX RELEASE _I 31.721cfs. _
68442 _. 64.54= (0.61)x(A2)x J(2x32.2)x( 710.94- 708.50)+ :STORAGE VOL € -49,1'121cf ..( El LEV.==7o8.50 EL. 709.68 0, 91 a 1 It
36" RCP
1-100 values came Rom G1y of Fort Worth Manual. AREA NEEDED FOR STORAGE 1.571 ,-) (0.61)x(AS)x J(2x32.2)x( 710.94- 709.881+ 25 YEAR STORM AT WSELEV=i-_7_10.561 FL ELEV.=708.50 1.18'
AGFT
_Fi ure Ila. .__. __.
0 61 5 x 32 2 x 710.94- 710.04 - -- - - I ,,,., I
...� (. )x(A2) J(2x )( )
MAX RELEASE= I ..-44.52icfs. ...... F
}
_..__.:_.._........_..........._......_............._..-__.._._._.......__._..._..._.._...__..._....__..__.__....___._..........._ 0.61)x(A100)xJ(2x32.2)x( 710.94 710.56) ;STORAGEVOL= 56,8131cf. j FLOW LINE ELEVATION
:�
--- .._.
A100 1.32ft2 1100YEARSTORMATWSELEV=i......_710.94, 5'x5' DROP INLET SLOT OPENING DETAILS ( -27
USING: 0.38 R VERTICAL ±-..____.._......_...-_..._..-....._........---__-.._.._...-...._........._..
(MAX RELEASE= j- 54_541cf.. i OUTLET STRUCTURE N.T.S.
3.47 R HORIZONTAL .......... ""'
STORAGE VOL= ? 88,442cf. _ N.T.S.
DETENTION AREA#1 —LOT 1 BLOCK A
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
party or parties signing the attached Agreement and shall be provided
to the City upon request.
STORM WATER FACILITY MAINTENANCE AGREEMENT 8
Rev.7/2006
DETENTION AREA#1 — LOT I BLOCK A
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
ORB-
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
guard
Location of Erosion
ROOM 1- N.
MAJOR
INSPECTIONS
Condition of Storm
Water Quality
Structure
Type of Storm
Water Quality
Structure
Structure type and
Condition
Condition of Rip-
STORM WATER FACILITY MAINTENANCE AGREEMENT 9
Rev.7/2006
DETENTION AREA#1 — LOT 1 BLOCK A
Rap
Condition of
filtration system
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.7/2006
i
UNE TABLE LINE TABLE LINE TABLE - p
LOT# AREA S.F. LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH a
108.14 n I 2 y '
'1 204.901 S.F. LI S46'33'38'W 20.76 L98 SOO'00'47 177.70' LIa4 S85151'49°W 28.43'
. 2 S4937'41"E L2 S89'39'17'W 376.62' L99 S89'59'13"E 190.57' L185 N43'59'17'E 72.16' �m D 2 270.728 S.F. L3 S82'50'19'W 149.54' 00 S26'51'40'E 16.82' L186 S15'48'52"E 78.28'1
L S85'51'49'W 28.43 L101 N899'13"W 21 .18 L87 S70O'32'E 31.31,F
vj
LI k'
4 423,882 S.F. L5 N89'59'13°W 213.13' 02 NGO'00'47'E 192.70' L188 N89'59'13'W 5.00' d '"
N I 5/8 D=07'35'00" 5 326.743 S.F. L6 NOB'12'02'W 15.16' L103 SB9'59'13'E 15.00' L189 N0000'47'E 268.25' I� 4' u
I pp S39'53'4 "E
1 `t 109.60 R=1,412.39' L7 N89'59'13"W 248.67' L104 S80141'31'W 311.02' L190. S89'59'13'E 15.00'
ap� T=93.60' L8 S89'59'13'E 5.00' L105 NOB'I VI 157.46' L191 SOO'00'47'W 63.41' m u o
40'ORNG.ESNT.
I N L9 SOO'00'47•W 10.00' L106 N89'55'51"W 24.58' L192 S73'02'53°W 220.49' s
1 CAB.A PG. 4805 1/2- L=186.93' SITE^� 14LOT 3 BLOCK 1 rn - W
TO BE ABANDONED 4WATER _ LID N53'44'52'W 21.42' L707 NOB'IB'40"W 21.32' LI93 551'O7'30'W 5.00' z °
WILLY ADDITION CAB. A, W BY THIS PLAT <7g3S c`'`' EASEMENT Ch.Lrg18fi 80'O6'11"E L12 N00'00'47 E 154.32' LI09 N00'00'47 E t0.00' LI95 N58Y17'30'E 15.00' a Ln
Ln ►S z�' a
i SLIDE 4805 N BY THIS PLAT Imo/ Y
30'ACCESS ESMT. 1.tIj L13 S89'59'13"E 15.00, LI10 SOO'00'37'W 292.13' L196 SO8'12'02"E 10.00' w
CAB.A.PG.4805 \9' ° a
'w 5 TO BE ABANDONED j''/a L14 500'00'47'W 52.47' L111 509'1027'E 165.00' LI97 582'12'39°W 5.00'
0' 50' 100' 2A CAB.A,PG.4805 �4 . fig c
1 BY THIS PLAT L16 S82'S017 W 4160' L113 NOB'11'14'W 101.41' L198 NOH'37'WE 64.32' D
L16 S89'39'1TW 14L6T L113 589'S9'13"E 40.41' L199 S60'}T04°E fi4.J2'
Scale 1"=100' T -- - - ----------- u"�/� .4 L17 S26'51'40'E 60.67' L114 S08'I l'i VE 279.33' L200 S41'29'24"W 7.29' .r
Z _ _____ _ ______________^
I x- "----- L18 N63'OB'20'E 25.00' L115 500'00'4TW 277.70' L201 S13'21'34'E 123.60' 'Fro S 88'44'09" E 434.79' L17
I _ _
__-�� `------ - --'------'- --/z%---------- 5/e D=11'04'21" L19 N2fi'S1'40"W 66.65' L116 NOH12'02"W 232.06' L202 50809'20'E 39.21'
(2 L174
LIB 180 "�`�/ /' NO L20 S00'00'47'W 13.56' L117 N88'72'02'W i5.lfi' L203 N08'I1'14"W 49.55'
�I I ^ Im LI81 15'SAN.ST ..h'y/ /.y'tS R=1,413.35' L21 N41'31'13'E 13.91' LI18 N89'59'13'W 16.88' LOCATION MAP
12
4r \ 1� EASEMENT =/ /r,�"h T=136.99' L22 S48'27'42'E 11.00' LI19 NOO'12'43'W 15.00' URVE TABLE
Lot 1R3, Block 1 '� \I 1; BY THIS PUT /y L=273.13' L23 S40'Sfi'28'W I3.71' L120 N09'59'13'W 14.77' CURVE DELTA RADIUS AN LENGTH CH.BftC CH.L
Southwest Industrial Park I / L24 N49'OJ'32'W 11.18' L721 508'12'02"E 25.49' a
Volume 388-155. Pg 35 �� Ir< 1'' LOT 5 Ch.Brg.=S26'55'10"E cl 02'46'22' 1289.93' 1.22' 62.42' S01'25'09'W 62.42'
L�/7 oy kn L25 S89-59.13•E 15.63' L122 ND8'12'02'W I5.15' C2 03'22'20' 201.07' .92' 11.83' N01'31'07'E 11.83'
O BLOCK A - Ch.L=272.71' L26 SOOIT43"E 15.00, L123 N89'59'28'E 50.+5'
C3 01'27'10' 1413.35' I.92 35.84' NOO'31'34"W 35.8C
326,743 S.F. I I L27 N89'59'13'W 15.69' LI24 S00'00'32'E 51.9T C4 OS'22'43' 1413.35' 39' 132.68' NO3'56'31'W 132.63' Z
9 I Z9 I 7.501 AC. ml D=01'38'20" L28 S00'00'47'W 202.40' L125 N89'S9'13'W 15.00' C5 05'49'39' 1413.35' 1.94' 143.75' ND9'20'37'W 143.69'
4 v I MFFE= 712.94 25'WATER d!SAN.. 4 L29 S89'55'51'E 22.86' LI26 SOO'00'32"E 36.97'
el I� 25 DRAINAGE 4 R=1,447.77' L33 N89'59'13'W 25.00' L127 N89'5928"E 33.29' C6 O6'20'56' 1351.26' 74.94' 149.73' NI626'21'W 149.65'
BY THIS PLAT- - T=20.71' C7 01'26'12' 1986.20' Z4.90' 49.80' N3TIT52"W 49.80'
' I^? 15'WAh1T - �I I BY THIS PLAT r L34 SOO'00'47'W 243.58' L128 SBI'48'46"W 15.42' CB 36'SJ'23' 87.50' �9.18' S6.34' S18'26'41'W 55.3T a0
24'MUTUAL ACCESS I' UTIL ESMT. L=41.41' L39 N40'56'28'E 6.53' L129 S08'11'14"E 49.30'
ASEMENT I15/Q Irn 20'DRANAGE of I'o VOL.9251,PG. 1355 I/2 C9 36'53'23' 112.50' 7.52' 72.43' S1826'41'W 71.19' � M
BY THIS PUT t RFF 79 BY THIS PUT __ IRF Ch.Brg.=S20'23'07"E L40 N24'45'44'E 6.53' L130 N89'S5'S1°W 24.58' CIO 1T0T23' 90.00' IL3.55' 26.90' N81'30'28'E 26.80'
BY THIS PUT zl IN p M
L41 55235'02'W 42.73' L131 57H'S8'44"E 24.66'
1 rya LI75 /�JJ�\ 7 322.45' 19'5 WM 7 Ch.L=41.41' CII 19'20'll° 110.00' 18.74' 37.12' SBO'24'04"W 36.95' Z
I/2' L42 N89'55'51'W 15.10' L132 S89'59'13'E 187.95' Cl2 31'}5'51' 90.00' 5.47' 49.63' S74'07'S5'E 49.OI' U) N
' � 5$ICTER O
L17 N 89'S5'S1'W 322.45' IRS L43 N08'11'14'W 17.66' L133 SOOV25-E 115.51' O 22¢ O
I - Ud2 SEM�t4T- C13 31'35'51' 110.00' 1.12' 60.66' N74U7'55'W 59.90' Q r x
4 8 414.03 -
, L45 _uR 2A'. 4 97 ly�TBif-_ BY THIS L44 S89'59'13'E 147.14' LI34 S75'I S'S7'W 67.75' CIB 60'07'19° 20.00' \1.58' 20.99' N38T4'S3'W 20.04'
11 m ---L75- L7 L • 76 ''L''5�-3''-77, /�- LT37 r1 L45 NORTH 14.31' L135 S77'24'59"W 55.02' C19 81'47'59' 30.00' Z5.99' 42.83' S49'OS'13'E 39.28' ion z w<
a x 20'DRAINAGE 10'WATER 525 �I�+ 15'WATER 4 LI52 D=13'06'S0" L46 EAST I5.00' LI3fi S00'01'25'E 62.60' C20 B9'S7'41. 20.00' I.99' 3I.40' S45'00'19'E 28.28' ¢ w w x
z4 I -Q5 �p 15 1a' WATER 4 L47 SOUTH 14.31' L137 S89'59'13'E 108.85' a Z w
BY THIS PUT BY THIS PUT EASEMENT 4 R=1,413.35' C21 122'18'31" 10.00' \8.16' 21.35' S28'S1'32°W 17.52' O O a N~
I \\ I BY THIS PUT I L48 S89'59'13'E 248.15' L138 N85'55'42"E 42.12' }w O
I O I 15'WATER EASEMENT - I 15'WATER BY THIS PLAT T=162.46' C22 34'39'16' 150.00' 4fi.80- 90.72' N19'51'48"W 89.35' w c3 0
Y I L49 S00'00'47"W 25.00' L139 58959'13"E 13.19' C23 35'38'27' I50.00' H.22' 93.31' SI9'22'13'E 91.81' >�- w
L=323.49' m o z >-o
alto Vic, N I BY THIS PLAT I 2 L50 NH9'59'13"W 52.67' L140 501'57'10'W 30.10' C24 3V25'24' 126.00' A-03' 75.70' N195B'4CW 74.57' O z w
Ili = Py �r LOT 4 I 15'SAN. '13-E .1,S✓E73 Ch.Brg.=S12'59'13"E L51 SOO'00'47"W --IB.BW LIM N89'59'13"W 10.76' N a o w
C25 89'S9'13' S.00' .00' 7.85' S44'S9'J7°E 7.07' K
BLOCK-A I I BY 7HISSWR srUT -r[13 Ch.L=322.79' L52 N89'59'13"W 15.00' L142 N85'54'08"W 42.12' C26 90'00'47" 5.00' .00' 7.86' S45'00'23'W 7.0T w ¢ z g F-
I�'Ni c4z I 24'MUTUAL ACCESS 423,882 S.F. I �� ?� N B9'S913 84.76 L53 NopTXI'47'E 18.8e' LI43 50J00'47"E 24.73' C27 90'00'00' 35.00' S00' 54.98' N45'00'4J'E 49.50' t,1 O O
4 L54 N89'59'13'W 159.77' L144 S00'00'47"W 24.73' C2B 81'48'03' 35.00' '.32 49.97' S49'OS'15'E 45.83' U~I U L'-
�"mI ¢a I ir''a 9.731 AC. L55 S89'59'13•E 38.5V L145 S89'20'08"W 30.00'try 1 p Iq I BY THIS PLAT _ =29T upL _�Ip v�
�N G7 N I rn MFFE= 717.00 n EASEMENT C30 81'51'41" 67.00' - I.88' 76.28' S32'44'37'W 72.23' z o
¢01J Ir I BY THIS PLAT L57EA NORTH 15.fi4' L147 S00'00'47'W 6208' C30 fi5'14'00' 67.OD' 2.H8' 76.28' N+I'03'27"E 72.23' "1
40'Right of Way Esmt 24'MUTUAL ACCESS L57 EAST I5.00' L747 504'24'42'W 39.12' O
'mar > Cab.A Slides 7581 --- 10'WATER D=O6'49'S4" C31 81'48'S9" 23.00' 19.93' 32.84' S49'20'57'W 30.12'
t1 QI(,I 1 8 I I TO BE ABANDONED BY THIS PLAT ,.a'; EASEMENT R=1,413.35' L`9 SOUTH 25.26' LI48 SO812'47•W 1t5.32' C32 89'45'17' 43.00' 42.82' 6
7.36' N44'51'55'W 60.68'
,a BY THIS PLAT L59 N08'09'22"W 25.26' L749 SOB'12'02"E 7.33'
1 ` __ __ •- BY THIS PUT 1/2 C33 33'40'23' 35.00' .0.59' 20.5T N3955'56'E 20,2T
r ----- - --------------------
i _+___________________1____T____-___ �_________�_��,_ � � IRF T=84.36' Lfi0 S00'00'47"W 70.00' L150 N8212'39"E 5.00'
I n C34 43'43'51' 23.00' 9.23' 77.55' S13140'41'W 17.13'
1 I I loo yr {' ° 155 L=168.52' L6I 589'5993'E 57.00' L751 589'59'13'E 1fi.2T C35 29'20'38' 70.00' 18.33' 35.85' S0629'05'W 35.46'
' _______________' ' ��_•____________m_O1
i --- -- ----- *----+---- ---- . /"--------------------- - L62 S00'00'4TW 20.00' LI52 S00'00'47"W 10.00'
t- ss Ch.Brg.-S03'12'56"E c36 2800'38' 90.00' 22.45' 44.00' S05'49'05'W a3ss'
II I It I i i r•l o`; 25'WATER h SAN. L63 N89'59'13"W 69.50'
9.75 LI54 N8959'13'W I.0' C37 130.13-52 MOO, 6!68' 68.19, S7323'39"E 54.43'
o ' S S ^L25 ��Ch.L=168.42'
I I z I I �•I { L64 500'00'47'W 189.75' L154 589'S9'13'E 5.00' C3B 41'2925' 43.00' 16.29' 31.14' N20'44'42'E 30.46'
I BY THIS PUT I ✓39'
'O 26 208.00" L65 S00'00'47'W 23.39' L755 500'00'47'W 10.00' C39 45*1455" 50.89' 21.21' 40.19' N22'50'17'E 39.15'
I r� ,gym to i i, 'oti... S 89'59'13'E 234.00' 2� IS'WATER L66 N89'S9'13'W 42.90' L156 N89'59'13"W 5.00' C40 41'44'27' S0.00' 1,9.06' J6.43' S20'S3'00'W 35.fi3' (n
1 r I '+'• I - L67 N89'5B'26'W 46.76' L157 500100'47"W 53.07' C41 92'14'15' 18.85' 19.61' 30.37' S3755'53"W 27.19'
Lot 1, Block 1 Southwest I ri „' I BY THIS PUT D=02'26'10"
��, �T L68 NOO'00'47"E 42.32' LISS S0816'43"E 363.84' C42 B5'38'27' 23.83' 22.09' 35.63' N41'4i'31'W 32.40' w
Industrial Park Volume ,� `j�,s' r I I 1/2" R=1 746.37' N
388-155,k Volume
@ �' _ S 59'3'E I 28.94' S 89'59'13'E 254.78' C2 L69 SOO'00'47"W 35.22' L159 NORTH 239.51'
�T__ IRS C47 83'ST00' 67.14' 60.40' 9B.3B' S39'02'IS'E 89.81' Q L.L
T=37.13' L70 NOO'00'47'E 52.01' L160 SOB11'14^E 372.74' C44 81'03'29" 30.00' 25.65' 42.44' N40'31'45'W 3s.99'
10'WATER 1 j1 I I I .. I I ` LOT 3 L=74.26' L71 S89'59'13"E 25.66' L161 SO81VIVE 372.74' C.5 101'29'40' 30.00' $6.71' S3.14' N4726'24'W 46.46' _ U
BLOCK A L72 SOO'00'47"W I5.00' LI62 S54'3421"E 7.55' r�
BY THIS PUT II 11 I I 50'Drainage Esmt ' ` Ch.Brg.=S01'26'O6"W C47 84'24'14' 37.00' 11.63' 52.34' S38'S1'OS"E 48.09' LL Q
IZ4 1 I I I I 30.877 S.F. 1/2 L74 N89'S9'13'W 26-03 L154 554'34'21'E 61.62' C47 81'03'12' 37.00' 1.63' S2.34' N40'31'36'W 48.09'
1 I Cob.A.BAee 7851 25'WATER k 0.877 AC. i t•ND Ch.L=74.25' L74 NH9'39'17'E 23fi.03' L164 N29'03'30'E 61.62'
I 'IO I 1 I TO BE ABANDONED SAN.SWR.ESMT. C48 90'00'47' 20.00' 2f1.W' 31.42' S45'00'23'W 28.29' ry1
` BY THIS PUT I I BY THIS PUT 10'WATER L75 N89'59'13'W 258.83' LI65 S80'41'31'W 18.77' J Vim./
LaT 2- I � EASEMENT C49 90*00*00' 20.00' 10.00' 31.42' N44'59'13"W 28.28'
t i w L76 SOO'00'47•W 5.00' L166 S29'03'30"W 72.56'
I ITN 24'MUTUAL ACCESS BLOCK A I ��-+y L09 13 THIS PLAT C50 90,00,00" 20.00' 20.00' 31.42' S45'00'47'W 28.28' (V
I ,� _I L77 N89'59'I3'W 10.00 L167 N00'00'43"E 100.51' 24.98' 39.25' N45'00'19'W 35.34''O BY THIS PUT ' - a 18a 1 pp C51 89'ST48' 25.00' -7
i 'N r 1270,728 S.F. o ' '3".. gas on' to Lr) L78 N00'00'47"E 5.00' L168 589'59'17'E 52.68' C52 01'12'58' 1413.35' 1.00' 30.00' N1251'S7'W 30.00' Z O
i I I I i 6.215 AC. I o - CJ L79 S01'57'10"W 0.82' L169 S59'30'50"E 81.38' CS} 03'28'20' 1090.00'
I I 1 Nr DRAINAGE ' MFFE= 717.00 to I uT ,13.04' 66.05' Si
66.04'
t �,,
L80 S89'59'13'E 161.83' L170 S85'51'49'W 26.70'
I --- W Z E�6 L11A `} C54 1'49'01" 1412.39' G.OT 20.14' 53929'10"E 20.14'BY THIS PUT I I 3 L81 NCO'00'47'E 39.75' L17I N89'59'13'W 9.52' C55 0024'2Y 1412.39' .00' 10 ' 3aRa'S913_W_,J6°O�U4 Qc L82 -S89'59'13'E 15.00' L172 S59'30'50"E 54.53'
1SAN.SWR. I o L3 _ 3 L83 SOO'00'47'W 172.15' L173 S0811'10E 5.65' -
iTHIS PUT i i o I L19 c N 89 913' I 10'Ulilil Esmt '� L88 S26'51'40'E 60.00, L174 S8844'09'E 103.96' \ .
1 II I I o 24'MUTUAL ACCESS a I
I Cab.A.Side 7851 =.� L89 Sfi}'08'20'W I5.00' L775 N89'S5'51"W 69.18'
t 8 I I zl I 15 WATER 1 4
I-L7j S 89'S9'13"E 1384.62' 71 BY THIS PUT �4 � � L90 N26'51'40'W fi3.58' LI76 N58'20'00'W 17.41' I
LIl7 10�ullllty Esmt BY THIS PUT 5'WATER EASEMENT ' L91 N(X1YN1'47'E 120.98' L777 S58'20'00'E 27.68'
t V.I.12869 P.639 I 2 FS-006-114
-I L92 N89'59'13'W 8.78' L178 NOB'13'24'W 107.08'
I 15'WATER TO B ABANDONED i O
BY THIS PLAT. , LIJ v L93 SOO'00'47"W 24.03' L179 NB8'44'09'W 20.68'
BY THIS PU ---,1----I------ 107.50 ---_-_---m ------J P 3. L94 N89-59'13•W t5.00, L780 SOUTH 20.00' I N A L PLAT
LOT 1 I 24'MUTUAL ACCESS L95 NOO'00'47'E 24.03' L781 WEST 15.00'
1 BLOCK.'A I o L96 N89'59'13°W 138.05' L182 NORTH 2O.33'
,II �FS BY THIS PLAT , In
204,901 S.F.I c 4 j L97 N00'00'47'E 15.00' L183 S88'44'09'E 75.00' M,1' A L I S TE R SQUARE \
I I I I 4.704 AC. '^ m Co ^
�� I I �-- LOITS 1 -5 BLOCK A ;
24'MUTUAL ACCESS I J O 4r I I MFFE= 717.68 13 15'WATER 15'WATER I POINT OF Lv I o v
yy I za"DRaNacE I � As I a BEGINNING a' r a
eY THis PUT - - BY THIS PUT BEING A REPLAT OF LOT 1-R, BLOCK 1-R VICTORY FAMILY CHURCH a o
-�R _ 7 __ Z ADDITION RECORDED IN CAB. A, SLIDE 7851 OF THE PLAT RECORDS OF Li _ ci o 0
BY THIS PUT II, I �- '' B(�Y• HIS PLAT I L1i; LLL L 4 ' 1 2 IqF - CITY PLAN COMMISSION I c
- 8- �z3s 18° 13 C�_ -��' _ gg2449_ri �__�8292__ �37n os E o.ss' CITY OF FORT WORTH ARRANT COUNTY, TEXAS (PRTCT), 29.028 ACRES OUT OF THE JOHN Q a Q n T
----------CAPPED 566.0Or PED S46'33'38"W -�-�- 'TEXAS STEELE SURVEY, ABSTRACT N0. 1381 OF TARRANT COUNTY, TEXAS, LOT 2, $ 3
1/2'IRF 213.13' N 89'5913" w McALISTER ROAD _30.14 _1/ _RF This plat.valid only If recorded within six (6) months BLOCK 1 BIG WILLY ADDITION RECORDED IN CAB. A, SLIDE 4805 OF THE oa 0
-- -( VdfiaTiTe'w�ffi 40' S4633'38"W after date of approval. PLAT RECORDS OF TARRANT COUNTY, TEXAS (PRTCT), and PART OF LOT 9 .a M a z
__ __-__-----_----- -- 15.34' 1, BLOCK 1 SOUTHWESY', INDUSTRIAL PARK AS RECORDED IN VOL. 388-155, e� v
Plat Approval Date: PG. 35 OF THE DEED. RECORDS OF TARRANT COUNTY, TEXAS (DRTCT), a o ui ^o
KIMCO BURLESON. L.P. Lot 1, Block 1 R.O.W. DE� Bearing hereon based upon the monuments found as AND ALL OF PALM HA�BOR HOME 1 AS RECORDED IN VOL. 14172, PG. 349 a a fa w"
VOL. 14644, PC. 572 1 arch ray Addition , called for on the plat recorded In Cab. A, Slide 7851, OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS (DRTCT),
FLOOD NOTE Cab. A, Slikde 2221 3,933.79 S.F. I Plat Records of Tarrant County, Texas. CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
According to the Federal Emergency Management Agency, Flood Insurance Rate Map I 0.090 AC. Is I
Community Panel No. 48439C0530, dated August 2, 1995, this property Is within I I I Chairman OWNER: I OWNER: ENGINEER/SURVEYOR:
Flood Zone X - Areas determined to be outside the 500-year floodplain.Thls Flood 1 , Lot 1, Block 1 t N3 DEVELOPMENT, LTD. '�12500 SWTH FREEWAY, LTD. WINHELMANN k ASSOCIATES, INC.
statement does not Imply that the property and/or the structure thereon will be I I Sarah Gray Addition I THIS PLAT IS RECORDED IN 301 COMMERCE STREET, 3000 MONTGOMERY 6750 HILLCREST PLAZA DRIVE, OF
free from Flooding or Flood damage. On rare occasions, greater floods can and will Cab. A, Slikde 2221 By. STE 3131 FORT WORTH, TEXAS 76107 STE 100
occur and Flood heights may be increased by man-made or natural causes. This CABINET (972)
SLIDE secretary FORT WORTH,TEXAS 76102 (817)731-7595 4 TEXAS 75230
Flood statement shall net create liability on the part of the surveyor. (BI7)348-8748 972) 90-7090
i
I
OWNER'S CERTIFICATE THEREFORE KNOW ALL MEN BY THESE PRESENTS: PLAT NOTES Q
STATE OF TEXAS THAT N3 DEVELOPMENT, LTD. and 12500 SOUTH FREEWAY, LTD., being the owners of the above described parcel, do Water/W-tewnter Impact Fe.. ¢ A C &_„ffi 2
COUNTY d)F TARRANT hereby adopt the hereon map as recorded as correctly representing a plot of McALISTER SQUARE, an addition to the City Cal ~
The Clay of Fort Worth has t ordinance till mount the ses I s established
and collection filing
6 "kl
of Fort Worth, Texas and do dedicate to the public use forever the streets and easements as shown thereon.
water and wastewater Impact lees.The total amount assessed la ealabtlshed an the filing dote or this plat application.based based upon Schedule I of the Impact fee ordlnan In affect
WHEREAS N3 DEVELOPMENT, LTD. and 12500 SOUTH FREEWAY, LTD. are the owners of a tract of land WITNESS UNDER MY HAND THIS THE day of 2006. as of the data of the plat.The amount to be collected Is determined under Scedula II of said ordinance, Piz L4 i
situated in the John Steele Survey, Abstract No. 1381 of Tarrant County, Texas, and being all of Lot 2, N3 DEVELOPMENT, LTD. and becomes effective on the date a building permit to Issued)or an the connection date to the municipal
Block 1 of the BIG WILILY ADDITION, an addition to the City of Fort Worth, Texas, according to the plat water and/or wastewater system. I k� p 1.
recorded In Cab. A, Slide 4805 of the Plat Records of Tarrant County, Texas (PRTCT), and being part of Uillity Easements vyi
Lot 1, Block 1 SOUTHWEST INDUSTRIAL PARK, an addition to the City of Fort.Worth, Texas, according to the By. z Q ?N
deedt recorded in Vol. 388-155, Pg. 35 of the Deed Records of Tarrant County, Texas (DRTCT), and being Position: MANAGING PARTNER Any public utility.Including the City of Fart Worth,shall have the right to move and keep moved all or part 0 steel
Ui
all of PALM HARBOR HOME I, an addition to the City of Fort Worth, Texas, according to the deed recorded of any budding,fence,tree,shrub,other growth or improvem t which in any way endangers or Interferes 5
i
in Vol. 14172, Pg. 349 of the Deed Records of Tarrant County, Texas (DRTCT), and.being all of Lot 1-R, with the construction,maintenance,or efficiency of tea respeclw systems on any of the eaaamenta shown w o
Black 1-R of VICTORY FAMILY CHURCH ADDITION, an addition to the City of Fort Worth, Texas, according to STATE OF TEXAS an the plat; and they shall have the right at oil times to ing ss and egress upon said easements far the " � a
the plat recorded in Cab. A, Slide 7851 of the Plat Records of Tarrant County, Texas (PRTCT), and all of- COUNTY OF purpose of construction,reconstruction.Inspection,patrolling, atntaining,and adding to or removing all or
part of It's respective systems without the necessity at any it a of rocuring the permission of anyone.
Lot 1, Block 1 of the BURNET ADDITION, an addition to the City of Fort Worth, Texas, according to the plat BEFORE ME, the undersigned authority, on this day appeared known
recorded in Cab. 8, Slide 1951 of the Plat Records of Tarrant County, Texas (PRTCT), and being more y p pp Budding Permits ! g
particularly described as follows: to me to be the person whose name is subscribed to the above foregoing instrument, and acknowledged to me that he
executed the same for the purpose and consideration expressed and in the capacity therein stated. No building permits shall be Issued for any lot In this SubdlNe until an appropriate CFA or other
BEGINNING at a 1/2 inch iron rod with a co found at the norther) corner of a comer cut-off line located acceptable provisions are made for the construction of any applicable water,sewer,stain drain,street
/ P Y GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of 2005. lights,sidewalks,or paving Improvements;and opprowl Is Ne�obtained from the City of Fort worth.
at the Intersection of the westerly right of way line of Interstate Highway 35W(variable width right of way) site Oralnaae Study
and the northerly right of way line of McAlister Rood (CR 1017) (variable width right of way);
Notary Public In and for the State of Texas A site drainage study,showing conformance with the approved i roadway drainage plan,may be required
THENCE along the northerly right-of-way line of sold McAlister Road as follows: before any budding permit will be Issued on this site(a grading plan in same Instances may be adequate.) p
My Commission Expires: If the site does not conform,then a drainage study may be required along with a CFA for any required
drainage improvements and the curent owner shelf submit a letter to the Department of Transportation and
South 46 degrees 33 minutes 38 seconds West, a distance of 57.44 feet to a 1/2 inch iron rod found for corner; Public works stating awareness that a Site Drainage Study will be required before any permit la Issued.The
-
current owner will inform each buyer of the same. d
WITNESS UNDER MY HAND THIS THE day of 2006. , z
North 89 degrees 59 minutes 13 seconds West, a distance of 779.13 feet to a 1/2 Inch Iron 12500 SOUTH FREEWAY, LTD. flood lain Restriction
rod with cap found for corner, sold iron also being the southeast comer of Lot 1, Block 1, No construction hall be allowed within the floodplain emm een�,without the written approval of the Director
TrrantSouthwest Industrial Palk recorded in Volume 388-155, Page 35 of the Plat Records of of Transportation and Public Works.In order to secure approval delailad engineering plane ondior studies for
Tarrant County, Texas (PRTCT); By. the Improvements,satisfactory to the Director,shall be prepared and submitted by the party(les)wishing to 03
Position: OWNER construct within the floodpiuin.Where construction Is permitted,all finished floor elewtlons shall be a r:,
THENCE departing the northerly roght-of-way line of said McAUSTER ROAD and along the easterly line of minimum of one(1)foot above the 100-yeor flood elevation.i d
said Lot 1, Block 1 as follows: STATE OF TEXAS Road Plot,/Drain...so Molnt..... z rn ku w
North 08 degrees 12 minutes 02 seconds West, a distance of 740.10 feet to a 5/8 inch COUNTY OF The existing creek,stream,river,or drainage channel traversing along or across portions of this addition, ¢r rn is
Iron rod found for corner; will remain unobstructed at all limes and will be maintained b the Individual lot owners whose lots are
BEFORE ME, the undersigned authority, on this day personalty appeared TIM H. FLEET, known to me to be the person y o n
traversed bg or adjacent to,the drainageways.The City of F t Worth well not be responsible far the En F V)
whose name is subscribed to the above foregoing instrument, and acknowledged to me that he executed the same for / operation of said drainaggeways.Property owners shall keep the on 3 Z w North 08 degrees 09 minutes 22 seconds West, a distance of 357.54 feet to a 5/8 inch maintenance,erosion contrd,and/or or
Iron rod found for corner, the purpose and consideration expressed and in the capacity therein stated. adjacent drainageways traversing their property dean and frael f debris,sit or other substances which Q Z W
would result In unsanitary conditions,and the City shall how'a right of entry for the purpose of }O O d int-
GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of Inspecting the maintenance work by the property owners.The drainageways are occaelonally subject to storm O
North 08 degrees 13 minutes 24 seconds West, a distance of 262.69 feet to a 1/2 inch 2006. water overflow and/or bank erosion that cannot be defined.1,O Clly of Fort Worth shall w w C FZ-
iron rod found for comer, said iron also being the southwesterly corner of Lot 3, Block 1, not be liable for any damages resulting from the occurrence ell those phenomena,nor the failure of any O Z >U o:
of said Big Willy Addition; structure(,)within the drainageways.The dralnogsway crossings each lot is contained within the floodpialn in}}¢ O W 3
Notary Public in and for the State of Texas easement ilne as shown on the plat - U� r'1 F
THENCE along the southerly line of said Lot 3, Block 1, South 88 degrees 44 minutes 09 seconds East, a private common areas and Facilitiesw r z o distance of 434.79 feet to a 1/2 inch iron rod found for corner; My Commission Expires: _ W v i.
The City of Fort Worth shall not be held responsible for the 4n.wellon,maintenance or operation of any
THENCE along the easterly line of said Lot 3, Block 1, as follows: lots containing private common areas or facilities identlred o such an thls plat.Said areas shall Include, Z M
but not be limited to: private street.,emergency access... ante,and goled sawrlty entrances, 2
UTILITY EASEMENT recreation areas,landscaped areas and open spaces,water and wastewater distributim system.and O
North 01 degrees 14 minutes 25 seconds East, a distance of 281.48 feet to a 1/2 inch iron treatment facilities,drainage facilities and recreation/clubhousli/exerclae buildings and facilities.Said Owners
rod found for comer; Any public utility, including the City of Forth Worth, shall have the right to move and keep moved all or part of any agree to to indemnify and save harmless the City of Fort worth,Texas,from Garen,.damages and losses
building, fences, trees, shrubs, other growths or improvements which in any way endanger or interfere with the with the arising out of or from performance of the obligations of said I wren se!forth In this paragraph.
North 81 degrees 06 minutes 02 seconds East, a distance of 108.14 feet to a 1/2 inch iron construction, maintenance, or efficiency of its respective systems on any of the easements shown on the plat; and any The land owners and subsequent owners of the lots and pa.cAJe in this subdiWakin.acting Jointly and
rod found for corner, said iron rod being In the westerly right-of-way of said Interstate public utility, including the City of Fort Worth, shall have the right at all times of ingress and egress to and from and severally as a land owners association,shall be reapmabie fF;.ads-nstruction.recanstructton,
Highway 35W; upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining and adding to or maintenance and operation of the subs ivislon s private common areas and facilities,and shall agree to
removing all or part of its respective systems without the necessity at any time of procuring the permission of anyone. Indemnify and hold harmless the City of Fort worth,Texas,from all claims,damages and[oases arising out
THENCE along the westerly right-of-way line said Interstate Highway 35W as follows: Notwithstanding the foregoing, N3 DEVELOPMENT, LTD. and 12500 SOUTH FREEWAY, LTD. with respect to Water, San. of,or msuiting from the performance of the obligations of said owners association,as set forth herein.
Sewer and Drainage Easements, reserves for itself, it's successors and assigns the right to use the surface of all such "
South 49 degrees 37 minutes 41 seconds East, a distance of 110.33 feet to a 5/8 inch iron easement for Installing landscaping and irrigation systems, for the parking systems, for the parking of vehicle, (except Sidewalk
_ (n
rod found for corner; that parking shall not be authorized in any designated fire lanes) for the passage of pedestrian and vehicular traffic, and Sidewalks are required on both sides of dedicated public stree�s,in conformance with current City policy.
to construct and maintain paving on the surface of such easements for the purpose of such reserve uses. Any public r-0natruc8on Prohibited over Easement
South 39 degrees 53 minutes 41 seconds East, a distance of 109.60 feet to a 5/8 inch iron utility shall have the right to ingress and egress to private property for the purpose of reading meters and any - -
rod found for the beginning of a curve to the right having a radius of 1,412.39 feet, a chord maintenance and service required or ordinary performed by.that utility. No permonent structures shall be constructed over any existlnlg or platted water,sanitary sewer,drainage, Q
bearing of South 36 degrees 06 minutes 11 seconds East, and a chord length 186.80 feet; gas,electric,or other utility easement of any type. �
PUBLIC OPEN SPACE EASEMENT
CONTINUING along said curve to the right through a central angle of 07 degrees 35 minutes 00 Q_ Q
seconds for an arc length of 186.93 feet to a 5/8 inch iron rod found for the beginning of a No structure, object, or plant of any type exceeding 24" in height above top of curb, including, but, not limited to CITY PLAN COMMISSION
curve to the right haven a radius of 1.413.35 feet, a chord bearing of South 26 degree 55 CITY OF FORT WORTH, TEXAS
9 9 9 9 building, fences, walls, signs, trees, shrubs, cars, trucks, act., ( except on (1) single pole sign with said pole not to This plat is wild only () pp
minutes 10 seconds East, and a chord length of 272.71 feet; exceed 12" in diameter and with every portion of said sign allowing a minimum height clearance between it and the i' y If recorded within six 6 months oflerl ate of approval. Q N
CONTINUING along said curve to the right through a central angle of 11 degrees 04 minutes 21 ground of 11"), my hereafter be placed or reconstructed in the public open space easement as shown on this plat. These Plat Approval Date:
seconds for an are length of 273.13 feet to a 1/2 inch iron rod found for the beginning of a open space easements will remain in effect until vacated by ordinance adopted by the City Council of Fort Worth and z Q
curve to the right having a radius of 1,447.77 feet, a chord bearing of South 20 degrees 23 property replotted.
minutes 07 seconds East, and a chord length of 41.41 feet; Chairman 'I
CONTINUING along said curve to the right through a central angle of 01 degrees 38 minutes 20 1, LEONARD J. LUEKER, do hereby certify that this subdivision plat was prepared By: I N
seconds for an arc length of 41.41 feet to a 1/2 inch Iron rod found for the beginning of a from an actual survey made on the ground under my direction and supervision,
curve to the right having a radius of 1,413.35 feet, a chord bearing of South 12 degrees 59 that lot corners angle points, and points of curvature shall be properly
minutes 13 seconds East, and a chord length 322.79 feet; monumented, and that this plat represents the survey made of this property in Secretary i
March, 2003.
CONTINUING along said curve to the right through a central angle of 13 degrees 06 minutes 50
seconds for an are length of 323.49 feet to a 1/2 inch iron rod found for the beginning of a FS-006-114
curve to the right having a radius of 1,413.35 feet, a chord bearing of South 03 degrees 12
minutes 56 seconds East, and a chord length of 168.42 feet; LEONARD J. LUEKER FINAL PLAT
REGISTERED PROFESSIONAL LAND SURVEYOR
CONTINUING along sold curve to the right through a central angle of 06 degrees 49 minutes 54 Texas Resglstration No. 5714 A
seconds for an arc length of 168.52 feet to a 1/2 inch iron rod found for the beginning of a 6750 HILLCREST PLAZA DRIVE, SUITE 100 M' ALISTER SQUARE fO
curve to the left having a radius of 1.746.37 feet, a chord bearing of South 01 degrees 26 (972) 490-7090 0
minutes 06 seconds West, and a chord length of 74.25 feet; 01 STATE OF TEXAS L TS 1 -5, BLOCK A 3 u)
CONTINUING along sold curve to the left through a central angle of 02 degrees 26 minutes 10 COUNTY OF DALLAS
seconds for an arc length of 74.26 feet to a 1/2 inch iron rod found for corner; BEING A REPLAT 0 LOT 1-R, BLOCK 1-R VICTORY FAMILY CHURCH 0 a o
BEFORE ME, the undersigned authority, on this day personally appeared LEONARD ADDITION RECORDED N CAB. A, SLIDE 7851 OF THE PLAT RECORDS OF a ci - ci
degrees 57 minutes 10 seconds West, a distance of 450.58 feet to the POINT known name s subscribed o 0
South 01 de J. LUEKER, kno to me to be the person whose e Is to the CITY PLAN COMMfSSTON m
9 TARRANT COUNTY, tEXAS (PRTCT), 29.028 ACRES OUT OF THE JOHN Q � -a;STEELE SURVEY, ABST ACT N0. 1381 OF TARRANT COUNTY, TEXAS, LOT 2,
OF BEGINNING; above and foregoing instrument, and acknowledged to me that he executed the CITY OF FORT WORTH,TEXAS f2 0 3 v a
same for the purpose and consideration expressed and in the capacity therein
CONTAINING within these metes and bounds 29.028 acres or 1,264,471 square feet of land more or less. stated. This plat valid only if recorded within six (6) months BLOCK 1 BIG WILLY ADDITION RECORDED IN CAB. A, SLIDE 4805 OF THE pq d
BASIS OF BEARINGS: Bearings cited here in are based on a Boundary& Topographic Surve Ma under the after date of approval. PLAT RECORDS OF T RANT COUNTY, TEXAS (PRTCT), and PART OF LOT II a k z
9 YY P A ( ) _ IL v
supervision of James L. Brittain ( Registered Professional Land Surveyor) the November 9, 2004. GIVEN UNDER MY HAND AND Z SEAL OF OFFICE on this the _day of 1, BLOCK 1 SOUTHWEST INDUSTRIAL PARK AS RECORDED IN VOL, 388-155, su u
Plat Approval Date: PG. 35 OF THE DEEP RECORDS OF TARRANT COUNTY, TEXAS (DRTCT), a '5; m o
i 'o^
AND ALL OF PALM HARBOR HOME I AS RECORDED IN VOL. 14172, PG. 349 ran a" A A.
OF THE DEED R11COROS OF TARRANT COUNTY, TEXAS (DRTCT),
Notary Public in and for the State of Texas CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BNIEIET
My Commission Expires: By
Chairman OWNER: OWNER: ENGINEER/SURVEYOR:
N3 DEVELOPMENT,LTD. 12500 SOUTH FREEWAY, LTD. WINKELMANN&ASSOCIATES,INC.
THIS PLAT IS RECORDED IN 301 COMMERCE STREET, 3000 MONTGOMERY 6750 HILLCREST PLAZA DRIVE,
By STE 3131 FORT WORTH, TEXAS 76107 STE 100
CABINET SLIDE Secretary FORT WORTH,TEXAS 76102 (817)731-7595 DALLAS. TEXAS 75230
(817)348-8748 (972)490-7090 2
Page 1 of 1
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 6/12/2007
DATE: Tuesday, June 12, 2007
LOG NAME: 30MCALISTER SQ REFERENCE NO.: **C-22180
SUBJECT:
Authorize the Execution of Three Storm Water Facility Maintenance Agreements from McAlister
Square Partners, GP, LLC, for Property Located in South Fort Worth (DOE 5384)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of three Storm Water Facility Maintenance
Agreements from McAlister Square Partners, GP, LLC, for property located in south Fort Worth.
The referenced maintenance agreements are necessary to assure proper maintenance of three storm water
facilities by the owner, McAlister Square Partners, GP, LLC. The maintenance shall occur at no cost to the
City.
DISCUSSION:
The referenced maintenance agreements are necessary to assure proper maintenance of three storm water
facilities by the owner, McAlister Square Partners, GP, LLC. The maintenance shall occur at no cost to the
City.
The three storm water facilities will serve McAlister Square development. The facilities are necessary to
limit storm water run-off generated in the area to pre-developed conditions and to reduce the possibility of
flooding downstream of the watershed. The facilities are located west of 1-35 W and north of McAlister
Drive.
The three storm water facilities are located in COUNCIL DISTRICT 6, Mapsco 119 N, P.
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 W. Marc A. Ott (8476)
Originating Department Head: A. Douglas Rademaker (6157)
Additional Information Contact: Jean Petr (8367)
http://www.cfwnet.org/council_packet/Reports/mc_print.asp 2/28/2008