HomeMy WebLinkAboutContract 37591OJTY SECRETARY
CONTRA CCT NO.
STORM WATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this i -day of ,
by and between BBCWO Developers, LLC., acting by and through Steve Oden,
Jr., 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 22 acre tract located in the J.M. Robinson Survey, Abstract 1344, Tarrant
County, Texas according to the deed recorded in Volume 13477, Page 286, Deed Records,
Tarrant County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Republic Deer Creek 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 particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 01 /09/2007
1
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
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. 01 /09/2007
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 malting 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. 01 /09/2007
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 ire 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.
Executed this day of 20_.
STORM WATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 01l09/2007
Landowner
BBCWO Developers, LLC,
A Texas limited liability company
Oden, Jr.
7in2 Member
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 01 /09/2007
City
City of Fort Worth
Fernando Costa
��ssistant City Manager
Approved as to Form and Legality
/rvv'N N� 4A&
Assistant Vity Attorney
ATTEST
Contras' AuthorizatioA
g
to
o
STATE OF TEXAS §
COUNTY OF TA 5* A N 1 §
This instrument was acknowledged before me on by
�e,"""p4"d0 Sfar�, Assistant City Manager of the City of Fort Wo th, on behalf of the City of
Cp$1U.. Fort Worth.
HETTIE LONE
MY COMMISSION EXPIRES
Juty 26, 2011
STATE OF TEXAS
Notary Public, Mate of Texas
undersig�nl-e-d authority on this day personally appeared
� /L q r
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
(WO VWVA6 ILL
MevuA� and as theactof such de1,
deration expressed in the foregoing instrument.
N
known
and that he executed the same
as its
rke.id for the purposes and
lic, Sta% of Texas
RYI1N NICHOLAS STEYENS
Notary Public, State of Texas
My Commission Expires
January 22, 2012
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. O t /09/2007
0
EXHIBIT "A"
DETENTION POND
BEING 45,198 SQUARE FEET OF LAND SITUATED THE J. M. ROBINSON SURVEY, ABSTRACT 1344,
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND BEING A PORTION OF THAT CERTAIN
"TRACT 1" AS DESCRIBED IN INSTRUMENT TO LUMBERMEN'S INVESTMENT CORPORATION
RECORDED IN VOLUME 13447, PAGE 286, OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS
AND FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT A 5/8-INCH IRON ROD WITH CAP STAMPED "SURVCON INC" FOUND FOR THE
NORTHEASTERLY CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO CRC McPHERSON 35,
LP BY INSTRUMENT RECORDED IN DOCUMENT No. D207023901 OF THE REAL PROPERTY RECORDS,
OF TARRANT COUNTY, TEXAS AND BEING ON THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE
HIGHWAY 35W (A VARIABLE WIDTH RIGHT-OF-WAY);
THENCE ALONG THE NORTHERLY LINES OF SAID CRC McPHERSON TRACT THE FOLLOWING THREE
CALLS:
SOUTH 86°45'28" WEST, 268.40 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED
"SURVCON INC" FOUND FOR THE POINT OF BEGINNING;
SOUTH 07°25'36" WEST, 288.49 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED
"SURVCON INC" FOUND;
SOUTH 89°21'45' WEST, 128.61 FEET;
THENCE OVER AND ACROSS SAlD TRACT "1" THE FOLLOWING TEN (10) CALLS:
NORTH 00°00'00" EAST, 20.71 FEET;
NORTH 06025142" EAST, 52.77 FEET;
NORTH 31 0203S3" WEST, 39.52 FEET;
NORTH 12038'55" WEST, 46.97 FEET;
NORTH 02007'00" WEST, 33.35 FEET;
NORTH 04048'44" EAST, 44.73 FEET;
NORTH 14007'26' EAST, 33.26 FEET;
NORTH 71 °45'34' EAST, 117.04 FEET;
SOUTH 18014'26" EAST, 16.43 FEET;
NORTH 86046'41" EAST 64.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A
COMPUTED AREA OF 45,198 SQUARE FEET.
PREPARED BY: SURVCON INC
December 07, 2007
JOB NO, 60027316
60027316 DetExR.doc Pale 1 Of 2
FOUND S/e INCH
IRON R00 w/CAP
fNIPm 'SUR�CgI'
EXHIBIT "A�
DETENTION POND
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FOUND TxDOT
MONUMENT
FOUND 5/8 INCH
IRON ROD W/CAP
STAMPED
'SURVCON INC'
50�� ,
`GRAPHIC SCALE
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CRC McPHERSON 35, LP
CC# D207023901
RP. R. r. C. 7.
rn� 536�W
�' 288,4g,
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J � 45,198 SQ.FT. ��
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Le L5 L4 L1
LUMB RESIDUgL 7RAC7 1 �'
ERMEN'S INVESTMENT CORPORATION
VOLUME 13447 PAGE 286 �
D. R. r. c. r. I
�YI �%�(.�u�' .i�'.
h
LINE TABLE
LINE
BEARING
DISTANCE
Ll
N00'00'00"E
20.71'
L2
N06'25'42"E
52.77'
L3
N31'20'S3"W
39.52'
L4
N12'38'S5"W
46.97'
L5
NO2'07'00"W
33.35'
L6
N04'48'44"E
44.73'
L7
N14'07'26"E
33.26'
LS
S18'14'26"E
16.43'
L9
N86'46'41 "E
64.00'
FOUND 5/8 INCH
IRON ROD W/CAP
STAMPED
'SURVCON INC'
3
co
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o�
FCy1N0 5/8 INCH
IRON ROD ED CAP
$URVCpN INC'
MU 7'UAL ACCESS EASEMEN
CC;� D207023902
FDUND 5/8 INCH
IRON AOp D/CAP
_SURVCON INC'
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• � ���
FOUND g/g INCH
IRON ROD W/CAP
_ STgMPED
SURVCON INC"
FOUND 5/
IRON AMP CAP
APPR URyEY LIN- RvcoN INC•
°' FOUND 7
CRC McPHERSON '� srAMaEp� W/c P
CC# D207023901' LP MARSHALL'D�N
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EXHIBIT SHOWING
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J.M. ROBINSON SURVEY ABSTRACT 1344
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
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➢EER: CREEK SPAR MEN2S
AN ADDVfiON TO THE, CITY- OF FORT WORTH, TEXAS
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I Fc- IS t)a nlnutes - I
I I = 7. 980. ccfhr ; Area (nv� 15, 38
I B - 92. 0$ ,s Vef ghtetl'G 0: 75
I L 1 Adjusted O 0, 75
F I
L 1 ! Required Scorpge 1
a I 326, 952 c:t. Ft. I Td= 9I a notes
V I ! I f I= 3. 106 ;nlhr.
I xx xxxx xfxx xxxXz xx (}= 35. 83 Cf-s
c I 1
I x
s x a 0= 2S. 6D cfs
• x v Ix CAllow.-Outp low)
1 x, a I
I v NOT TD SCALE I
i q ==c_ ___-__ !
1 0 1
' �96.. 96 nlnutes
----FµI7fAL CIIN➢STFFiNS--
E�l�evnt:; on = - 702,
Oa �ft
Guff
law � = a.
oD cfs
Stvrnge = ¢
cu-ft
INTERMEDIATE ROUTING
GFVE;I POND ➢ATA
CDMPl1TAT IONS
iELEYATIONt
OUTFLOV 1
STORAGE t
1 2Slt
--
(ft) f
(Cfs) F
(C4-ft) I
2Gps)
I 2S/t 0 1
I .(Cf5) 1
_..--.,-__I____�_3��,____,.__r
I_______-_i_________-I
702, W I
0, ¢ i
a; "
I 0, 0
1
0. 0 I
ZG2. $D L
f. e l
9, 639f
1 321: 2
i
3=3 D I
'�
7C3, 00 I
6.6 1
14, 93SI
1 664. 4
1
67L 0 1
i
703. 50 �1
I4 6 I
30, 9031'
1 1029. 9
I
1D40. 5 !
I.
704. 00 (
1S1 1
42,556E
I 14t@.2
i
1433,3 I
i
704. 50 1
18, 5 1
54, 9¢7!
! jB29. 9
1 1848.
4 1
1
7DS 00
19. 6 I
61, 971 I
I 2255. 2
1 2284. 8 1
I
74$. 50 I
20. 3 1
91, 7611
t �724. 8
I 2745. I I
/
7p6- 00 I
2f. 2 1
96, 241 I
I 3209, I
I 3230. 3 1
I
70b. 50 I
22. 3 I
i S i, 575I
i 37L8. 4
I 3744 7 1
Thee
increment {#)
= I.8 ml n.
LNFLt3d HYIlRDGRAPH
ROIJII NG CIIMPUTATIONS
S iME i
'IN=LGV i
SS/t
i Il+I2
I - q
( 2Sft + O i
[IUTFLOV
IELEYAF14µi
! CnIrJ 1
{c. s) L
F (cfs)
I (cfsJ
I (cfs) I
(cfs>
1 {pt) {
1______I
I a ¢ !
_.._______i
a aDi
I___-__I___-_-_!__-_______j
1
__-__�-...!-_�_j
i 1, 0
2.
-2,
I B. 0 1
D. ar
a. DD
I 7D2 as !
1
34t
I 4,
I 2. 4 1
2. 41
0. Ol
I 702. OD I
I 20 1
� 4, ZBI
! 7.2
1 9.4 1
9. SI
4CS
I 702. 01 1
I 3, 0 i
7, 171
! 12 D
! P2. 1 !
21. 4I
4 12
i 702. 63 !
I 4, D i
9. 56}
l 16, 7
E 3x 4 I
3Z. 91
0. 21
702. O6 i
f 0 1
-i1. 9,41
1 2L.5
1 -8.3 i
58. 91
0., 33
I 7D289 I
I 6,0 !
iQ 331
� �6.3
t .i;3, 6 !
8i. 6(�
0. 47.
i 702..13 '
! 7.0 1
'6. 72k
f 31: 1
I 123 4 1
1L4. 71
d. fi4
702. I8 1
80 t
t9, Ifi
1 3Se
i 147.61
344. 2f
a. 83
I 7D223 I
� 9; G 1
2T. 501
I 40, 6
1 186, 2 I
188. 2I
3. CS
I 7a2 29 1
IQ 0 t
23. 891
! 45,. 4
1 228. 9 I
231. Si
1.. a9
I 7D2 30: I
f I1. 0:. {
-t'
26. 281
i� 50. 2
I 275. 9 1
279. i I.
I. 55
I 1i12; 43. !
I 32: D
2B. 69I
1 $S. 0
I 327. i f
330. 9 (
1, 41
! 7a2 51 I '
!' T3. ¢' 1
- 3Y. 051
1 54. 7
t 385. 4 I
386 BI
2: b'B
I 7D2'. 5s i
! L4. ❑' i
53 441
I 64. 5
I 438. 9 I
445. 91
3: 50
I 7D2 68 I
1 15. D I
35, 831
1 6R 3
I 494. 5(
506: 2 i
4. 35
I 702- 77 I
I I6 0 !
3S 83t
} 7I. 7
� '60. 7 I
571. 21
S. 22
f 702. 85 t
! 17, 0 1
aS' E31
L 12, 7
1 62A 2 I
632. 41
6, Oi
! 702 94 1
1 18 D 1
3S E3i
j 7I. 7
{ 678, 2 1
69f. 91
`, 63
I 703. 03 I
1 19.0 !
35. 83F
k 71. 7
I 73$. D 1
7q9, ql
7. 35
I 703. 11 1
f 24 0 i
35.'83J
t 'I. ?
I 790.�5 1
806 7I
4 a7
! 703. �18 I
I 21..0 1
"5. 'n31
I 7f.7
1 844..8 1
862. 2}
e. 67
I 703. 26 I
I ?2 0 1
3a 83f
f 71. 7
1 848. O f
916. S l
4- 26
L. 703. 33 I
23 0 1
35. 83J.
l 7L 7
I 954 0 I
969. 61
9�, 83
1 703; 40 f
t 24 0 1.
3S 83l
t 71. 7
I 2000. 8 I
I021. 6I
1D. 40'
I 703 47 I
I 2S 0 i
� 3S 831
1 71. 7
I 1050. 6 I
1072. 51
30. 47
I 7D3 54 1'
1 26. 0 7
35. H3t
! 7L 7
I �0.99. 2 I
iI22. 21
Il, 54 I
703: 68 I
t 2&:a !
3@. 831
I 71.7
I 1193,II 1
j2I8. 3I
12. 64� !
703. 73
! 29, 0 1
3S 831
I 7I, 7
I 1,238, 3 i
1264. 7 i
13, 17 I
703 79 j
!. .O, 0 !
35. 831
I 71. 7
1 32B2, 6 t
I320, 01
13..69 I
703'. D4�
t 33, 0 1
35. 8.31
1 71. 7
I ' '.325. 9 {
I353: 31
I4. 19 I
'703. 90 j, '
1 32 0 t
35. fl3I
1 7i, 7
I 1368. 2 I
13.97, 61
�4. 59 t
703. 95 1 `'�
1 33 0 1
35. 631
I 71. 7
1 1409. 5 1
1439. e l
c. I S)
704.:01. 1 -
t 34. 0 1
3$. 831
-
i 71. 7 1
/450. 2 I
1481. 21
15. 44 'I
7D,4.-06 1
1 35., q !
35. 831
7 71. 7 I
+490, 2 !
1521. 91
'S. $3 �I
704. 11 I
i � 36 0 !
'S, 83I
} 71, 7 I
IS29. 4 I
L561. 91
16. lb I
"04. 15 1 '
1 37, 0 1
3$. 83f
I .1. 7 1
E568. 3 1
S6'01, 21
16, 46 1
70{."20 1
1 38 D I
35. 831
I 71. 7 1
1606. 4 1
2539. 9 f
16, 79 i
700.'. 25 I
! 39. 0 1
35. 831
} 71, 7 4
2643. B [
I67B. DI
17. Id f
704, 24 I
1 4,4 0!
35. 93 t
I 71. 7 I
168D. 6 I
1715. 51
I7, 4 L I
7Ft4:.34 '!' '
1 41.0 t
3S 93f
! 7I:7 !
27.�6.9 1
175231
17: 71 I
7D4.�3@-:�1 ;�' '
I 42 0 1
35. 63t
I: 71, 7 I.
17„2 5 I
I788 51
18. OI. I
704: 43-3�
[ 43 0 I
35, 831.
I 71. 7 i
1787: 6 [
I8'44. 21
38..3¢ I
704. 47 I
1 {4.0 1'
3S.83t
L 71: 7 I
E:822. 2 f
1'859. 21
18. 53 I
.
'704. 51� �I �'
i 45.0 1
j5. 93L
I 71.7 f
i856.6 1
1893: 91
I&61. I
;
704. 55 1
} 46 0. d
=5, 83t
i' 7L 7 I
L890. 4 i
1422 31
1B. 70 I
7D4. 54 i '
1 47.0 I
35. 83l
"'S,
I 71. 7 1
1925, 0 [
1962. 5I
1.8.:7.9 �I
704. 6(#
i 48. 0 I
53t
I 71. 7 I
I9S& 9 !
1996. 61
i8; g7 I
7D4. 67 1�
1 49.0 I
3S 83i
� 7L. 7 I
I992. 6 I
2L330. SI
18. 96 :1
>DA. 77. I '
1 54 0 I
3S 831
t 7L 7 I
2026. 2 !
2064. 3I
19. D4 1
704,.75. i '
I �1, 0 1
35.�831
1 71, 7 1
2059, fi t
2097. Bl
19. 13 I
704i 73 I
! 52 0 I
35 83}
! 71. 7 I
2D92. 8 I
2131. 21
19. 2�7- I
704: E2' f-
i 53.0 I
35. 83.1, 1
71.7 !
2325. 4 4
216.4. 57
59. 38 i,
704. �86 �I � .
3rr.�tuzT Mount eric�irha' nn i72s.�.rT� .>ry�iDCVYON r:E-ormtxxulllm Ii,C1EES txoraro ox THE Puts s7t(e1 ft9H 3�uc r:£�us..n rs 1tiR ' '
scprla aF xEr u11:p� IYF37 arm cF n,E eEFf :mlillacloRs �i .kV12.AR47�{iS smx It1E clltlms 9F sx�t alcl �Ecdr!u.Fratlncz f � X
I74106'�R01� a- / �r c�7axrr Tas 1x>.q/rc aF r.� >4�� x �2 � Scicaritel r.4ta nncr icc(rnrl a+D � IEIFIAQiE ro-aiex 7rn )ma!awt.' I �' � T T 1 T � i 1 V� Cl .
xnt arts tre cx>�xx�T eurttwlu T � F ::nns sEnr sE !>iswrr. I!� coxacu:ma ss+tL >�sD� rtra �
�lulxxt'=1az.�a ifl"�1 .: I r >
�F�--�=-�- � I - GuilemeL, Smause, W7muf & Asaoc
17tT iKricaFXTAR'BB34sE1 N77i jAP'CF Tf.E ItYti�MCSTM IKQIH ItEFMIN8IT 817-A2-8i56 111 Washington &Associates _
� .iT-77E Nffi�CifYF"c1= SIRE' R7, a;9IIlA 1Ei1 "D9f iFRI![ Fd15 0RG7At{ k PVLti1G di1-39:-8f00-
'b£?i:116T �:1FE�LE78E7drE �:-s16!Ek1, Zi 'S�a-rsEclrec?�� � eao-712ans � - Civif/Snvirdllaxentat i �> -
R7Ft cs nea'xitar�'cK s}eld f+�t m aV FIE � - - ' e17-7e4-�. t nn4ineexa . Planners ��,
=�'06-,4 tOM1478fE GfC4 Y&E7. '. Ae4JM=REGk:fV.. ffiAiER IGl1U,^F 817--.82C �277 �5C Fm) u�i � d. 52e 2iG. Fat r - :..- :.:
5'AKW:=L32.X . LYSG-i`35:' R?}-314-4'TT ulM1. Ton '.57�.817-�14N �'z_
_ _. _..
Q
= 92 cfs
H
= 0.42'
C
= 270
L =
125'
EMERGENCY CVERFti��M1+ WEIR
NiS '
.. _ .. _ ,.._ _ _ ..700 YR W.S,.E 706.19
�_ d 1 __ _^
8' IAIN.J
SECTION A -A
lLT.S
INFLOV HYDR[IGRAPH ROUTING COHP.UTATIONS
I TIME 1 INFLOI! I� 6 I1+i2 2S/t - O i 2S/t + 0 7 OUTFLO4 IELEVATj.:NI
I <min> ! [cfs) { I (cps) i <cfs> i tcfs) 1 [cfs>, I (ft) I
I 54, 0 I 35, $31 ' f' 7i. 7 1 2158. B ! 2197, 51 19. 30 I '704. 90 I
J 55. 0 1 35. 831 ! 71, 7 1 2191. 5 7 223a 41 i9. 46 1 704: 94 1
1 56 O 1 35: 831 7 71. 7 I 2229. I ! 2263. 21 19. 55 I 704: 98 I
/ -7, 9 ! 35. 831 I 71. 7 1 2256. 5 i 2295. 77 I9. 62 I 705. Di i
- I 58: 0 I 3S 831 I 91. 7 I 2288. 8 1 2328: 21 19. 67 I 7D5. CS 1
I 59; 0 1 35. 831 1 71. 7 1 2321. 1 1 2860, SI 19; 72 I 7(k5. DB 1
I 54 0 1 3S 83i I 7t. 7 i 2353. 2 1 2392. 7I l9. 76 I 705. 12 i
I 62. 0 f 35. 831 1 71. 7 I 2335,. 2 2424, 91 19. 81 I 705. SS 7
I 62. b t 35. 831. 1 71. 7. 1 2417. 2 t 2456. 9f !9. 86 I 705. I9 1
I '3. 0 1 3S 8$1 i 71, 7 i 2449. 0 t 2488 81 i9. 91 I 7D5. 22 1
I 64, C 1 35, 831 1 71. 7 I 2480. 8 ! 2520. 71 19. 96 1 70.5. 26 1
I "S D 1 "5..831 I '1. 7 1 2512. 4 f 2552. 41 28, 0f 1 705. 29 I
I 66, 0 i 35. 831 ; I 71. 7 I 2544. p ! 2584. 2I 2fl. O6 I 705. 33 1
I 67. O i 35. 83J I 71. 7 1 2575; 4 1 �615. 61 �0. 10 I 705. 36 i
1 68. D i 35. 831 i 7.1, 7 2606, e l 2647, f l 20. IS I 705. 39 I
1 69. 0- 1 35, 831 I 71, 7 i 2638. 0 1 2678 4 i 20. 20 ! 705. 43 t
} 70, 0 } 35. 831 f 7.1. 7 1 Z669. 2 1 t09. 71 20, 25 1 70S n6 i
1 74. 0 I 35. 631 I 71.:7 ! 2700. 3 1 2740. S� 24 24 J 705. 50 '
I Z2, 0 1 35. 831 1 71. 7 1 273I, 2 1 2771. 9! 20. 35 I 705. 53 i
1 73. 0 } 35. 831 1 71. 7 f ?!62. 1 ! 2802, 41 2a 41 1 705, 56 J
i 74. 0 I 35. 831 1 71, 7 I 2792. 8 I 2a33 TI 20. 46 ! 7D5. SS I
I 75. D J 35. 831 I 71. 7 J 2323 4 1 E664. S I 20. 52 I 705. 62 I
I 76, 0 1 35. B31 1 71. 7 1 2853 9[ 2895. 1 1 20, 58 1 7D5, 61 1
1 77. 0 I 35. 831 '� 1 71. 7 { 2B84. 3 ! 2925. 61 20. 63 I 705. 69 I.
I 78: O ! 35. 831 " 1 73. 7 i '914. 6 2956. Di 20. 69 1 705. 72 1
1 79. O f 35. 831 ' 1 71. 7 1 2944, 8 1 2986. 3 i 2D. 75 1 705. T!
1 80, 0 I 31. 831' f 73. 7. I 2974. 8 ( 301E 41 20, 80 I 705.78 I
1 81, 0 1 3S 831 �.. 1 7T. 7 1 3004. 8 f 3046 51 20. 86 1 7a5. 82 f
I 82. 0 7 35. 831' 1 71. 7 1 3034. 6 -t 3D76. 41 20, SI 1 705. 84
f 83. 0 1 3S 83 i ; i 74. 7 i 3064. 3 ( 3206, 21 �. 97 ! 705. 87 i
I 84. D I ^S 831 j I 71. 7 1 3093. 4 1 3136. O i �3, 03 1 705. SO 1
I E5, p 1 3$. 831 ;, k 71. 7 1 3323 4 ! - 3165. 61 21, CB 1 705, 93 f
I 86, 0 k 35. 03) : 1 71. 7 I i 3I52. 8 t 3195. 11 21, 13 'I 705. 96 3
1 87. 0 f '-'83i 1 I 71. 7 1 3182. J, I 3224. SI 21. k9 ! 7DS 99 t
I 88. 0 1 35.�931 I f 71. 7 !t 32it. 2 f 3253. 7i 21. 25 1 706. D2
I 89. 0 1 3S 331 � 1 71, 7 i 3248. 3 E 3282.�91 2t. 37 I 706, a5 1
I 40, 0 f 35: 83I ' ' I 71. ? I 3264. 2 1 3311, 91 21. 38 I 7C6. Oe L
I SS. ❑ i 35. 831 : 1 71. 7 1 3298 0 1 3390. $1 21. 44 I 706. i t I
1 92 0 i 33 441 � J $9. 9 I 3324. 3 ! '�67; 21 21. 50 f 706. 23 I
i' 93. 0 1 31: O5l '�. t 64'. 5 I . ' 3345. 7 I . 3388: 7j 21. 54 1 706.6 t
I 94, 0 t 28.�671 -' '. I' S4. 7 1 � 3362. 2 1 34¢S 41 21. SB I 706. 17 �
I 95. 0 1 2fi..281 � 1 SS D I 3374. 0 1 34f7. 21 2f, 64 1 706. LQ I
I 96. 0 1 23. 891 'i f 90. 2 1 3380, 9 I 342�4, it 22. 62 I 706. 19 I
I 97. 0 1 _l: 50{ ' ! 4S 4' 1 3303, 0 1 3426. 31 21. 62 I 706. 19 1
t 98, 0 f 19, l l'I 1 44. 6 1 3380. 4 ! 3423. 7t 2I. 62 I 706. 19 I
t 99.,❑ , t 16. 72I i '. `, 35. B .1 3373, 1 t '3516. 3I 21. 60 I 7C6. 3�8 1
f !b4'O k 14. 331 '�:(� '1. 2.I 336I,0 1 3#04: 11 21. 57 1 706, 17 I
I ' lb_1'. D ! 2.1: 941 ; '�.! 26. 3 t . 3344. I ! �387:21 21. 54 1 706. IS 1
i 102. 0 ! 9. 561 1 2-, 5 1 3322. } t 3365..61 �f, 4S 1 ?06. 13 1
1 303 �0 I' 7. 17i 16.7 1 ( 3296.5 1 3339. 4f 21. 44 I 706. ti 7
! 304.➢ 1 4. 781 '. ! 12. �0 1 3265. 7 t 33D8. $i 2i. 37 I 71j6. DB 1
I IOS 0 1 Z 39I -: 1 7, 2 1 { 3230,.3 I 3272.41 21. 29 1 7D6. D4 1
i ]06.-0D-f-_- 0.001 i�1 2.4 I 3E90. �y f �3232,'71 21. 23 1706. 'uG 1
.>< Summ�ry of Penk.Dutflaw _and Peak E[ernti vn xwKz.
�� Peak Inf foy - 35,�83 cfs
Penk Outf ivw = 2f: 62 cFs
°eck Ele++atlon = 706. 19.ft
ax.xi, S?nnnry of Approx.Imate =eak: Storage .xwx.
_ i�tt!nl starng a n�-ft
Penk Stwnge F -m Scorn - IO2, 16.2 cii-ft
' inl Stcrnge tri Pond = _-102, i6I cu-ft
�%CH'161 j t1�r�
�nRawir - 9HA' _..... - -
. E1E4G19ED: I<F I7EEE2 CREEK �-€'!�TMENTS
x-PRo�m: ,. oRty - AN AB}'71T'rf]I�t''TO'THE CITY OE FART NGRTFf, 7-eXAS..
}
F1�TEN`�ION PONiJ CALCUI�ATTONS
F10E t+U+E 1/[S/2CS
� 514-Ot71-I}EiEt�tT10N z3s �" SHEET 3
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 0 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
Rev. 01 /09/2007
EXhibit
Storm Water StruCtural Maintenance Ci-iCCICLISP
STORM WATER FACILITY MAINTENANCE AGREEMENT 9
Rev. 01 /09/2007
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
Rev. 01 /09/2007
VICINIT' MAP
NOT TO SCACE
ANGLE
w
o
VARIES
lo' x 10'
PUBLIC OPEN
SPACE EASEMENT
INTERSECTION
AT EACH INTERSECTION OF
AN EMERGENCY ACCESS
EASEMENT AND DRIVEWAY
(SEE NOTE 17)
uNE rnBLE
LINE
BEARING
DISTANCE
u
07 r r
St oo'
L2
N072r21'W
31.00'
L3
NBS'42'1]'E
3H44'
L4
N6BY '14"W
1 354
LS
5211rW
25.64'
L6
545T10'
0.56'
L7
N00 '15"W
.73'
LB
NODTXI'00'E
20.71'
SURVEYOR'S CERTIFICATION
i TARRANT CWNTY TEXAS
I
'ORDNANCE IMPLEMENDNG THE
ATER AND WASTEWATER IMPACT FEES
ESTABLISHED ON THE RUNG DATE OF
ON SCHEDULE I OF THE IMPACT FEE
_
OiE
DATE OF THE PLAT. THE AMOUNT TO
sE[ pciw.-`R
SCHEDULE It OF SAID ORDINANCE
JAYE A BUILDING PERMIT 6 MSUEO, OR
MUMOPAL WATER AND/OR
I R25
_') M FOR ANY LOT IN THIS SUBDIVISION
1—NS r—
HER ACIMPTABIE PRDVRTONS ARE
I
ANY APPLICABLE WATER, SEWER, STORM
'
I
OR PAVING IMPROVEMENTS: AND
1
A THE CITY OF FORT WORM
I
1 I
!UDING THE CITY OF FORT WORTH,
i Itl^",I
WD XEEP MOVED ALL OR PART OF
I
i. OTHER GROWIH OR IMPROVEMENT
1
INTERFERES M� THE
ANYCOF
iS RESPECTIVE SYSIEWSOON
6'
26 I
UL HAVE THE RIGHT
THEY AASEMENTS
RESS UPON SAID EAND
FOR
1�I 1SIRUCTON, INSPECTION, PATROWNC,
`LAC -.. DVINC ALL OR PART OF ITS
NECE59tt AT ANY TIME OF
TONE
I
Fa,Hp�,n IHtl,
SinYPEp'GO/D]NN
YARM,NL"
sOol Yzs'w _'--
��
it II x �;
If I 1
r1 { cA I I 1 2
I p OfII
1 416a1 .
f
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woo ROD SIC
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Il m o r �Wr<wc
Ii <IAl. l ��HIF
1
44.7 � N D IA NCH
1R IN MpN�AR�,AuM
1
I\ \
FIRE LANE AND
GROSSMAIN
15' SANITARY 5FWFR FASFMG
N0T2T2i191=
ar �l 40
59
8g
l
z
LINE TABLE
LINE
BEARING
DISTANCE
L9
N06 '42'
]]'
LIED
N3120'53'W
39.52'
Lit
N12'36'S5"W
46,9T
112
N V7'00"W
33.3'
L13
NOI'46'44'E
4473'
L14
N14V7'26'
33. 6'
L15
51814'26'
IGAT
LIS
MS6'46'WE
64,00'
). JAMES T. NULLER. REGISTERED PROFESSIONAL LWD SURVEYOR IN THE STATE OF TEXAS,
DO HEREBY CERTIFY THAT THE MAP SHOWN HEREON ACCURATELY REPRESENTS THE
DESCRIBED PROPERTY AS DETERMINED BY A SURVEY LURE ON THE GROUND UNDER TIT
DIRECTION AND SUPERVISION IN SEPTEMBER 2007 AND THAT ALL CORNERS ARE AS SHOWN.
AMES T. HULLER
�EGLSTERED PftOFF5510NAL LAND SURVEYOR
IX.<S ftEG6TRATiON NUMBER 4522
CURVE
LENGTH
DELTA
Cl
iB38'
2156'01
C2
31.18'
47Y]0'4f
C3
50.29'
H329'S1
C4
35.58'
48'49'2:
CS
26.05•
49'49'23
C6
23.04'
401J0'11
C]
26.53'
AOU011
C8
25.61'
38'36.38
C9
25.61•
38.36'3B
LTD
113T
15'O6'09
C11
62.56'
941WIAV
C12
29.85'
45'OO'OO
CI3
20.72'
4224.25
C14
14.05'
3211'S9'
C15
48.69'
8959'OS
Cl
4H,69'
90110'00
C1]
48.69'
90'00'00'
C18
37.11'
62,39635
C19
]6.73'
02'37'44'
C20
3].16'
02'39'41'
C21
3].00•
02'39'OD'
NOTES CONTINUED:
SITE DRAINAGE SNOT, SHOMNG CONFORMANCE WITH THE
APPROVED ROADWAY DRAINAGE PLAN, WAY BE REWIRED BEFORE
ANY MUNRO PERMT IS ISSUED ON INS SITE (A GRADING PLAN
5011E INSTANCES MAY BE ADEWATE) IF THE ATE DOES NOT
LpFFORK THEN A DRAINAGE STUDY MAY BE REWIRED, ALONG WI
A CFA FOR MY NECESSARY DRAINAGE NPROVEUENTS THE
CURRENT OWNER SHALL SUBMIT A LETTER TO THE DEPARTMENT D
1RANSPORTARON AND PUHUC WORKS DIRECTOR STATING AWAREHE
THAT A SITE DRAINAGE STUDY WILL BE REWIRED BEFORE ANY
RitMIT IS ISSUED. THE NRRENT OWNER WILL NFCRU EACH BUYE
d" THE SAME
7.) SIDEWAI.XS ARE REWIRED A ONFOR T TO BOTH SIDES 1) ALL PpW
ANO PRIVATE STREETS, IN CONFORMANCE WITH THE 9DEWALN POU
PER 'Gtt DEVELOPMENT DESIGN STANDARDS".
6) NO PERMANENT HURINNGS OR STRUCTURES SHALL BE CONSTRUCTE
OVER ANY MSIING OR PLATTED WATER, SANITARY SEWER, DRAMA
GAS ELECTRIC. CABLE OR OTHER UTIUTY EASEMENT OF ANY TYPE
9.) ALL EASEMENTS SHOWN HEREON ARE BEND CREATED BY THIS PLA'
UNLESS OTHERWSE NOTED,
10.) PARKWAY IMPROVEMENTS SUCH AS WRB AND GUTTER, PAVEMENT
TIE-IN, DRIVE APPROACHES, SIDEWALKS AND DRAINAGE INLETS MA'
BE REWIRED AT TIME OF WILONG PERMIT ISSUANCE VIA A
PARKWAY PERMT.
11.) BA56 OF BEARING IS TEXAS STATE PLANE COORDINATE SYSTEM -
LOT
TL) ALL CORNERS ARE 5/8-INCH IRON RODS WITH CAP STAMPED
"SURVCDN INC" UNLESS NOTED OTHERWSE.
13.) ALL RAOII ON FIRE LANE AND UTUTY EASEMENT ARE 25-FEET
UNLESS NOTED OTHERWISE (R)X•),
14.) THE CITY OF FORT WORTH SHALL NOT BE HELD RESPONSIBLE FOR
THE CONSRRUCLON, MAINTENANCE OR OPERATION OF ANY LOTS
CONTAINING PRIVATE COMMON AREAS OR FACIUTIES IDENTLLTFO AS
AREAS AND OPEN SPACES WATER AND W
SYSTEMS AND TREATMENT BUILDINGS
LANES AND
I cLU SE / IXERCLSE / BUILDINGS AND fAOLIRES THE LAND
OWNERS AxD SUBSEWENT OWNERS OF THE LOTS AND PARCELS IN
OWNERS
IMSION ACTING JOINTLY AND SEVERALLY AS A LAND
OWNERS CONSTRUCTION.
RECONSTRUCTION.
SMALL BE RESPONSIBLE FOR OPERATION
CONSTRDCTICKJ, REC PRIVATE
C COMMON
N AREAS
AN AND OPERATION OF
THE L AGREE
E TO I PRIVATE COMMON AREAS AND FTHECI Y AND
SHALL AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
FORT G OUT TEAS. FROM ALL FRONTS, DAMAGES AND LOSSES
RISING OUT OF, OR RESULTING FROM THE PERFORMANCE OF THE
OBUGADONS OF SAID OWNERS ASSDtlAT10K AS SET fIXtiX HEREIN
1S) THIS REPLAY DOES NOT VACATE THE PREVIOUS 'PLAT OF RECORD"
GOVERNING THE REYAMDER OF THE SUBDIVISION, NOR DOES IT
MENG OR REMOVE ANY DEED COVENANTS OR RESTMCRWS
16.) SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE OEAGNATION 'k' A
' DEFNED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCYS
® FLOOD INSURANCE RATE MAP No. 48439CD530 H REVISED AUGUST
2, 1995 AND THEREFORE NOT N A SPECIAL FLOOD HA2ARD AREA
Bi AS DEFINED BY SAID AGENCY,
d 17.) A TRIANGULAR 10X10' EPOSC (PUBLIC OPEN SPACE EASEMENT) IS
REWIRED AND SHALL BE PROVIDED AT EACH INTERSECTION OF AN
�1 EMERGENCY ACCESS EASEMENT AND DRIVEWAT.
Ul) A BLANKET EASEMENT FOR ATAT IS BEING CREATED OVER AND
ACROSS LOT 1, BLOCK 1 BY THIS PLAT.
3 19.) CWPUma WITH THE CRY OF FORT WORTH TREE PRESERVARON
®y 0 ORDINANCE IS REQUIRED.
�11u BS
V�
�( i46' FIRE LANE AND UTILITY
P EASEMENT (BY THIS PLAT)
$ ILA M I �
s �" r I N 9
9 I� I I D2o7Dz.T9Dz -
D.RT.CT.
2251 2Y Rgz`o
Bu 1—
hE_
S8S�'�0'S5 47.21g�-
' ) PROPEAJY NNE � nsr
FINAL PLAT OF
LOT 1, BLOCK 1
OF
REPUBLIC DEER CREEK
21.915 ACRES SITUATED IN THE
SA & N. G. RR, CO, SURVEY, ABSTRACT 1463
J.M ROBINSON SURVEY, ABSTRACT 7344
CRY OF FORT WORTH. TARRANT COUNTY, TEXAS
1 LOT 1 BLOCK
PLAT PREPARED:
JANUARY 29, 2008
PREPARED FOR:
BBCWO DEVELOPERS, LLC,
1061 MOPAC CIRCLE SURE 101
WSTIN, TEXAS 7974E
512.347.7177
FAX 512,347,1764
OWNER:
FORESTAR (USA) REAL ESTATE GROUP, INC.
1475S PRESTON ROAD, SUITE 710
D,LLLAS, TEXAS 75254
ENGINEER: 972.7026699 SURVEYOR
GSWW, INC.
3950 Ff3SSIL CREEK BLVD,, SURE 21O
FORT WORTH, TEXAS 76137
817.306.1444
FAX B17.306.1555
®SURVCON, INC.
TRAM SUMMIT AVENUE SURE 600
FORT WORTH, TEXAS 76f02
817.698.6770
FAX Bt7.fi98.6771
SURVCON J08 No. 60027316
SITE PLAN Na. UR-07-011
CASE Na F5 007-225
SMAR
1 OF i
Page 1 of 1
: • • •
• • • •' . •
COUNCIL ACTION: Approved on 7/8/2008
3,_„ .:.,.....,�, ,, ,,,.:,.� M , ,�-:m � .,.,.,,_ J . ,.,,�,;, ,,:r,,.,:,.� ,.,.».zw. ;e,�„x ,M«�mu,..�� . „ ,�:.: ,.,>,. �N;,. ...,,:,,.,n,�. ��z�,.w,,,xw:�:.. � , ... a,,,,»,�•. .. _.
,�-. ,.... ,.,,.,,�,.. t . .�, .,ram ..,,,,,,M,.,,,, .,.r N, .,,,,..
DATE: Tuesday, July 08, 2008
LOG NAME: 30BBCW0 SWFMA
REFERENCE NO.: **C-22889
SUBJECT:
Authorize the Execution of One Storm Water Facility Maintenance Agreement from BBCWO
Developers, LLC, for Property Located in South Fort Worth (DOE No. 5847)
���xr�^�"2.ka..,,-:., �.t:. .._:;�_�.R. L,./ .nn„r:r-,,. .::L l.Y3N�;r .l ....�[:v 34 M..Yf�Y.. �t :.F,.Y .�d.',nI..ST.'. b.3n, �i,�.,:;..:, .:<-.um.3.:Y.5b`Z.�>, l.,.f )?.��i/�'z i.;.,'v.,�'., ,a ,vz: ,': .gym ...t�c.,�`y'3 ,,, ,, ku!:rY i 3c ...... �.. .�h'n„r, ....,.....r�i
RECOMMENDATION:
It is recommended that the City Council authorize the execution of one Storm Water Facility Maintenance
Agreement from BBCWO Developers, LLC, for property located in south Fort Worth.
DISCUSSION:
The Storm Water Facility Maintenance Agreement is necessary to assure proper maintenance of one
detention pond facility by the owner, BBCWO Developers, LLC. The maintenance of this facility shall occur
at no expense to the City of Fort Worth.
The detention pond will serve the Republic Deer Creek Addition. This facility is
water run-off generated in the subdivision to pre -developed conditions, and to
flooding to residents downstream of the watershed. The facility is located north
west of Interstate Highway 35W frontage road in south Fort Worth.
The Facility is located in COUNCIL DISTRICT 6, Mapsco 119A.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that action will have no material effect on City funds.
TO Fund/Account/Centers
Submitted for City Manag_er's Office b�
Originating Department Head:
Additional Information Contact:
necesgary to lirt�it ctnrrr�
reduce the possibility of
of McPherson Road and
FROM Fund/Account/Centers
Fernando Costa (8476)
A. Douglas Rademaker (6157)
Jill D Griffin (6253)
http://apps.cfwnet.org/council�acket/Reports/mc�rint.asp 9/9/2008