HomeMy WebLinkAbout059422-A1 - Construction-Related - Contract - McPherson Holdings LLCDate Received: 4/30/26
Time Received: 2 : 54 p.m.
Permit No.: SWFMA-25-0024
City Secretary No.:
59422-A1
AMENDMENT
TO CITY SECRETARY CONTRACT NO. 59422
STORMWATER FACELITY MAINTENANCE AGREEMENT
This AMENDMENT TO CITY SECRETARY CONTRACT NO. 59422,
STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by
and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
acting herein by and through its duly authorized City Manager or duly designated Assistant City
Manager, hereinafter referred to as the "City", and, McPherson Holdings LLC, hereinafter
referred to as "Landowner", acting herein by and through its duly authorized representative,
Andrew Miller, its Manager.
RECITALS
WHEREAS, the City of Fort Worth ("City") and Landowner made and entered into City
Secretary Contract No. 59422 (the "Agreement") to authorize the use of on -site stormwater
management facilities (the "Facility") to be constructed and maintained on a portion of Landowner's
property; and
WHEREAS, the Agreement was recorded with the property records of the Tarran t County
as Document No. D223087703 which is one and the same as City Secretary Contract 59422.
WHEREAS, the Agreement contains exhibit(s) "A" and `B" that depicts the location and
design specifications of the Facility; and
WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s)
"A" and `B" in the Agreement to depict changes in location and design changes being added to the
original agreement; and
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised 03/01/2022 BN
NOW THEREFORE, City and Landowner, acting herein by and through their duly
authorized representatives, enter into the following that amends the Agreement:
1.
Exhibit A is hereby replaced with Exhibit A-1 attached hereto and incorporated herein to the
Agreement, consisting of a revised location description of the Facility.
rFA
Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the
Agreement, consisting of revised design specifications of the Facility.
0
This Amendment shall be filed with the City Secretary as an amendment to the Agreement
and also 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.
4.
All other provisions of the Agreement which are not expressly amended herein shall remain
in full force and effect.
EXECUTED on this the 30th day of April , 2026.
REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK
CITY:
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 04/30/2026
Approved as to Form and Legality:
m. fCe-tt�v AR,d r�rj ll
M. Kevin Anders, II (Apr 27, 2026 08:54:25 CDT)
M. Kevin Anders, II
City Assistant Attorney II
Date: 04/27/2026
ATTEST:
Jannette Goodall,
City Secretary
City of Fort Worth
Date: 04/30/2026
LANDOWNER:
McPherson Holdings LLC
a Texas limited liability company
By: Andrew Miller
Its: Manager
Date: ZellW Z
Contract Compliance Manager:
By signing I acknowledge that I am the
person responsible
for the monitoring and administration of
this contract, including
ensuring all performance and reporting
requirements.
Kandice Merrick
Planning Manager
Date: 04/27/2026
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on April 30, 2026 by Jesica
McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth.
,�d2Gv
�a np KATHLEEN BRADFORD
z Notary Public
. r STATE OF TEXAS
Notary I.D.12197197
cF My Comm. Ex , Apr. 12. 2027
LANDOWNER
STATE OF
COUNTY OF
Notary Public, State of Texas
SPRY A(/B••
C�1* C,
P 00 6 .
§ �� c • , `1345935��RES
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
YuS on this day personally appeared RU ����G ,
tj�01A5ef— -, known to me to be the person whose name is subscribed to the foregoing
instrument, and acknowledged to me that he/she executed the same for the purposes and
consideration therein expressed, as the act and deed of YOU^��, and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 14 day of r+
2026.
Notary Public, State of
EXHIBIT "A-1"
LEGAL DESCRIPTION
"EXHIBIT A-1"
SWFMA Area
BEING a tract of land situated in the J. Albirado Survey, Abstract Number 4, City of Fort
Worth, Tarrant County, Texas, being a portion of that tract of land described by deed to
McPherson MOB Partners 2, LLC., recorded in Instrument Number D224141766, County
Records, Tarrant County, Texas, also known as Lot 1B, Block 1, McPherson Crossing, an
addition to the City of Fort Worth, Texas by plat recorded in Instrument Number D226016658,
said County Records, being a portion of the remainder of that tract of land described by deed to
McPherson Holdings, LLC., recorded in Instrument Number D218252195, said County Records,
being located within the private drainage easements recorded in Instrument Number
D225208366 and D225208367, both of said County Records, and being more particularly
described by metes and bounds as follows:
BEGINNING at the southeast corner of said Lot 1 B and being in the west right-of-way line of
Vista Grande Boulevard, a variable width right-of-way), from which a 5/8 inch iron rod, with
plastic cap stamped "SPIARS", found at the northeast comer of Lot 1, Block 1, McPherson
Addition, an addition to said City of Fort Worth, by plat recorded in Instrument Number
D222186681, said County Records bears N 89°29'22"E, 5.00 feet;
THENCE S 89029'22"W, with the north line of said Lot 2, at 291.08 feet, passing the southwest
corner of said Lot 1 B, being the southeast comer of said remainder tract, in all, a total distance of
598.47 feet, from which a 5/8 inch iron rod with plastic cap stamped Carter & Burgess" bears
S 89029'22"W, 315.12 feet;
THENCE N 00030'38"W, 72.47 feet, departing said north line;
THENCE N 89016'02"E, at 307.11 feet, passing the east line of said remainder tract and the
west line of said Lot 1 B, in all, a total distance of 598.19 feet, to the east line of said Lot 1 B and
being the aforementioned west right-of-way line of Vista Grande Boulevard;
THENCE S 00043'55"E, 74.79 feet, with said common line, to the Point of Beginning and
containing 44,055 square feet or 1.011 acres of land more or less.
"Integral parts of this document"
I. Description
2. Exhibit
Job No. R0051913
FTW April 16, 2026
N:\_PLS\G_DRIVE\JOB\0051913.00\2_SRVY\ESMTS\LEGALS\0051913_EA3.DOCX Page 1 of 2
lr
0 100 200
GRAPHIC SCALE IN FEET
"Integral ports of this document"
1, Description
2. Exhibit
NOW 30'38"W
72.47'
\ ` / S89.29-22"W
IRF�Ir — 315.12'-
4-r�-aG
BPELS LS FIRM REG.
McPherson Holdings. LLC.
(remainder)
Inst.• D218252195
C.R.T,C,T
N89° 16'02"E
McPherson Boulevard Basis of Bearing is the Texas Coordinate system
North Central Zone 4202, NAD 83 0
(110' Right-of-Woy) a
a
Insi D214206374 IRF = Iron Rod Found !L
C.R.T.C.T.
I
I I
I �
pbaQvt��4 �Imv�
I 0
I
>
��
o. I
v,
—. .—. —. —._ —.— — —.
N
—_�
4 O p
=.
ULN
Block 1
s. c
IE o .o
Lot 1B,
I erson Crossing
McPh 6016658
I C3 0-
�v)
N af
a Eon
0 ci
I Inst• D2 partners 2 LLC
MOBsl.•
i
'�
a
McP6ersnon
D224141766
i
�o�DT 11 598.19'
I
Prlvole Drainage Easement S00° 43'55"E
PrJvole Drainage Easement irw.• 0225208367
Jnst.• D225206366 _- - C.R.T.C.T. 74.79'
- CR.T.C.T. 1.01/ Acres
� —
S89° 29'22"W 598.47' IRF
Point of -00,'/i.
Beginning C-4 _
Lot 2. Block 1 orn o
McPerson Addition N
In St. D222186681 a, v)
C.R.T.C.T a0
z
"Exhibit A-1"
SWFMA Area
Situated in the J. Albirodo Survey, Abstract Number 4,
City of Fort Worth, Tarrant County, Texas. Copyright(C' 2026 Westwood Professional
Inc
N
6
a
d
Y
m
EXHIBIT "B-1"
EXHIBIT "B-1"
a ---IL-
-
a
U
a
N W
_
J�A
= N
N
W RISIN6ER RD
?�
ILI
2�
Cp
HERSpN
194
0
� > MCP
NFRSONe<
z o D
o
Q Y
W
R
C7 �j (r
p J U
ro
F
2
J K
O
N
W
W
Z
o
a
uDi
m
m
W
E
PROJECT LOCATION
J
3
N
—
z
W
J
7y
VI
S
N
�
�
SCALE: N.T.S.
9
Westwood 0051913 MCPHERSON CROSSING LOT 113 o
ma —ill Pl01eub1W 1",UL it. LOCATION MAP
8800 Mlllr dPs�W ,8uile 2W
FortWorth. TX i6177
FORT WORTWTFJ(A$
POone (017)662.3360
MAY 2D25 d
i
EXHIBIT "B-1"
-zz h h m
^C t.r MCPHERSON BLVD. \ \
u'ka+'�.'; ,��'S E r u - (COFW R.O.W.) \ `. \ t'!�,,,t < •,�"� T�`
f�.i-e^ni'""7' '. �!' fi i f .._a" SC", -s'^ ...x^;"..'!�ri[ '.Y•-i,'+` r -:�, f ,CTI -s�.., Lr. ;;.A*
i F - -_ 1' _ _.. `y� � :."k Y'`r, .fit y ;` : _f, ".G •i"
y � '���- /� +-"�'"i - ,...'1y'e-`��;e,'c.�,•of 7 7.-��--�. �y �i.t,.�_!.'� ., '
r �t?:r
/ ;-�r 5a� 7,L = REMOVE 80 LF OF EX.
CURB AND GUTTER 11 / ` 4
re
LOT 3 BLOCK 1
IFS,
\ I t ./t }:w iiy t •'I 1� ,.G ,n m N n/ O /// / / / ci
MCPHERSON HOLDINGS,
LLC(REMAINDER)cj
REMOVE 90 LF OF EX. I l Q
1 ' CURB AND GUTTER
MCPHERSON P
/— —✓ ). //j/� \ \ \ HOLDINGS, LLC
REMOVE EX HEADWALL _ \ I c'
— > LOT 1B BLOCK 1 h
:7 — & 64 LF OF 12" RCP — - — / - - �+ \
/r— —. _ _ — — _ —_ _REMOVE EX (2) HEADWALL &
_ 855 = 11 LF OF (2) 36" CULVERTS
458
wej vveou 0051913 MCPHERSON CROSSING LOT 1B 0, 100'
8� P g„;mII- DEMOLITION PLAN
Fart WoM. TX T8177 (b
Phone (8171662.9730 FORT WORTH TEXAS
y�� m„ 1 MAY 2025
i1
P.
K9
EXHIBIT "B-1"
1119 C-1 `� 43' Q3y� 4h� , m m m m m m m
•ar'„-
MCPHERSON BLVO
7.
ass- 7 '
LOT 3,KOCK
"P I \ {; J �Jr / ; / / i
EX STARBLICKS
3.74 AC I
MCPHERSON
HOLDINGS, LLC �) I {; Q I PHERSONLC
INST# D218252195 I HOLMCDINGS L-. ?
MCPHERSON
HOLDINGS, LlC r
1.5%C -
_� _ i/i — _ — ♦— — _ �' 3 I� i 2-36- RCP CULVERT
(BYOTHERS)
-� 11
westwlood
0051913 MCPHERSON CROSSING LOT 113
0. 109
welffe'°°^P^ ��^^�^�
pA
fwSuit
EXISTING DRAINAGE AREA MAP
Be00 HDod
Peislaml
25I
Fort Wort ,1 76177
P�ono )817)662-3350
FORT WORTH TEXAS
mm
mAY21325
i
EXHIBIT "B-1"
19P
19` � •"mac/ - - J ''r
L98Z.
esg 1 — --
LOT 3 BLOCK 1
EX STARBUCKS
E �� A4
9� I t—• 1.51 AC ` ago,
I
m `
ti MCPHERSON 1
HOLDINGS, LLC �I INST# D218252195
PROPOSED
SWFMA BOUNDARY 15
1.32 AC
S0
-.r
MC 'HERSON BLVD , r
83 1
1 151 AC
B1
Al
� 0.08 AC 6 AC J
I`i
v.vi ..
MCPHERSON ''-
HOLDINGS, LLC
I d
A3
0.31 Ac � LOT 18 BLOCK 1
1O fP
k 4 n
7 77;
al:'
`
I' i. � t'
III
4b
MCPHERSON
>
HOLDINGS LLC
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
westmen
0051913 MCPHERSON CROSSING LOT 16
100,
W
PROPOSED DRAINAGE AREA MAP �v
9600 916wao5 Parkway, SW. 250
FortW M.TXi6177
Phone (617)562.3350
FORT WORTH -TEXAS
wel,Nx�s.min
MAY 2025
S
r
C
EXHIBIT "B-1"
POND 2 SECTION C-C
PROP. GRAM -I
j T
660 t - I I F111EFiGETiCY -PR,.W
k 15X _ I i !!Ii I I! I_PILLra r
- Ili �I I_I_ 1 I awAr a66.oe - Ai
I II �r�
EWT.ORME:+WYRwSEL "
.srRwseL�f+.w' I I
'PROP+r STORM +YR wsEL�6ias I Ij_'_;_I,
ORAINLINE 11 I I
eso_-
-t-
0+00 1+00 2+00 3+00 4+00 PR6P.1.15'61.1T 4+96
STORM ORNN LINES
CONNECT TO EXISTING m6°
' 12" STORM DRAIN PROP. SWFMABOUNDARY \
- PROP. BLDG .
- - - 6' CONCRETE _ _ J
165 = L= - j = .PILOT CHANNEL PROP -BLOCK
'/ RETAINING WALL
�- - ^ 10' WIDE 15% MAX - - - - - - - - 8
- - - ACCESS RAMP -- -- - - --
360 L—
+ T EARTHEN EMERGENCY
SPILLWAY - s
- -- - - - 0.6%j - -� -
_ _ _ _ _ _ _ - .j - _ _ PROPOSED POND 2 - • - = _ yt -_ _ -- - _ -- .__ - I �
100-YR -----
599 - 5
PUBLIC CULVERT 2 STA 0+00.00
INSTALL:
®,\ 1-12"115"SLOPED
CONCRETE HEADWALL
PUBLIC CULVERT 1 STA 1+06.24 qq
FL= 953.06'
INSTALL: 10 NO SAVED OR PROPOSED
1-12" TYPE "B" HEADWALLS TREES ARE WITHIN THE
FL= ass-nn SWFMA BOUNDARY LIMITS
Wftgtvvood "s
0051913 MCPHERSON CROSSING LOT 1B of 60
W.a°+°T6°�)y^^=I^ PROPOSED POND 2 O
9600 NiOdRftW eY,Guile 350
FoR WmU, TR 76177
Phone (617)5623350 FORT WORTN-TEXAS C
1 tw0"dp6 . MAY 2D25
r�
z
r
r
S
EXHIBIT 1113-1"
I�IIII,I I
a� { I� '�9
PROP. SWFMA BOUNDARY
PROP. BLDG
PROP. BLOCK
RETAINING WALL _ - -- - -
10' WIDE 15% MAX E) -
ACCESS RAMP
�_ ---�- - -- - - -- - - - -- --
SECTION C-C 858 _
Tw 86.0 ae BW 854.D 1s.0"�
Bw e56 0
m - - _ _ � J - EARTHEN EMERGENCY
w - - FROPOSED POND 2 _ - - _ 0 1 �+
10C-YRWSEL=856.8T - - I - SPILLWAYo
_ - - - - __ _
_TW 860.0_ - - - T -
BW 856.0 " TW 856.4
TW 866. �p CULVERT 2 STA 0+00.00 Bw 858.1
Bw e62.0 INSTALL: TW 858.0
CULVERT 1 STA 1+06.24 1-12'Y15" SLOPED BW 854.0
INSTALL: CONCRETE HEADWALL
1-12" TYPE "B" HEADWALL FL= 853.06'
FL= 855.00' f9 r
9qg
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
Wastwood 0051913 MCPHERSON CROSSING LOT 1B 0' 60,
POND 2 GRADING
9800 Hiwd Pf mkm Y. S�"II! 250
Phone
Fort Worth, T% 16I n FORT WORTH-TEXA5
emw d30
MAY 2035
EXHIBIT "B-1"
CULVERT 1
875 875
'Pi4WV1
Ti-T
nrfTi!
_ ! I
_
,...I—�
^EMERGENCY WEIR SECTION B-B
NE:NT.9
VARIABLE WIDTH DRAINAGE EASEMENT mar,
BY SEPARATE INSTRUMENT
uunw..a snrl
/ /e39 esaol 1
l j 6&POND SECTION A -A
k,h.
-0+50 0+00 1+00 1+50
wenwvo- oa 0051913 MCPHERSON CROSSING LOT 1 B
POND 2 PROFILE
9800 Hlllwwtl Parkwry, SUMe 260
(9 FortWwM,)41T)
Rona (et T)56Y-3350 FORT WORTH.TE%A6
.._-,_.,w._,. — MAY 2025
EXHIBIT "131-11
POND 3 SECTION C-C
860 860
I I I
F A.P. GRADE I _
Y I EMERGENCY '� I'SPILLWAY
i a ACCESS RAMP-151fi I SPILLWAY= 6552 T FREEBOARD
l- fOD YR WSEL.W.66'.
L I YRWSEL-05780
I
1` (
PROP. 1-1S8112'. -_ ` 1' I EX. 2-W STORM;
STORM DRANINES;GRADE
"i{i` SEWER UNEB;
845 -- -- I { I . I ' I I 845
0+00 1+D0 2+00 2+21
PROP. BLDG
I '.
L-
-
_- PROP. SWFMA BOUNDARY , --
PROP. BLOCK
-
b
RETAINING WALL
Il
a
I EARTHEN EMERGENCY
PROPOSED POND 3
o
?
,SPILLWAY
o
15.0%
100-YRWSEL=86496
0
a
_
10' WIDE 15% MAX
ACCESS RAMP
_
1 b
INSTALL 7'X4' RISER BOX
,
__ --.
CULVERT 2 STA 0+00.00'
�
�
ABUT TO WALL
CONNECT TO EX. 36" RCP
— - _
F
INSTALL:
_
.1r.I,
FL 849.7
r _.
1-12'Y15" SLOPED
PUBLIC CULVERT 2 STA 0+47.49
® xI--
CONCRETE HEADWALL
INSTALL:
VCONCRETE
�T 2
eg osa sy8
m
FL= 853.06'
°$
1-15"l12" SLOPED
PILOTCHANNEL
as �sd s8
s
CONRCRETE HEADWALL
9s9m _gip . 8
NO SAVED OR PROPOSED
FL= 850.7'
�a{�; I
TREES ARE WITHIN THE
s
-
({:r: is '• ;
SWFMA BOUNDARY LIMITS
a
a Westwood
0051913 MCPHERSON CROSSING LOT 1B
o' 60'
m
PROPOSED POND 3
90"^;Yly„o-
F,, WV .TX76177
FORT WORTH
O PA""e (817) 582J850
-TEXAS
MAY 2025
zI
VERT 2 STA 0+00.00
INSTALL:
1-12"/15" SLOPED
JCRETE HEADWALL
FL= 853.06'
EXHIBIT "B-1"
CONRCRETE HEADWALL
FL= 850.7'
vymyycoa 0051913 MCPHERSON CROSSING LOT 1B
wilm-am bw5s^ftlftm POND 3 GRADING
9800 Hill—d Pe'kwey, 8.,W 250
Fortwo .TX 76177
P,e 1817, 562-3350 FORTWORTH-TEXAS
MAY 2025
S
f
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
(b o so
CULVERT 2
870
I
WppCpC�
V
l
� I
� INISHED GRAD
ji INSTALL 47 LF
85,k 1 7.12' 81-IT RCP
0 4.96%
I
i
850 OwnROcRmE. 1 i
845 I
-t - --r
N l
840 LL I
-0+50 0+00
R
Westvwo
W.Wl-e PM.W.W sm a�K
9800HIIMi.eBd Yfll"' ,WB626
Fortftr .TX76177
PAon. IB17I S82-]]SO
is W6TWOOdgit0.1_
s-
840
1+00
EXHIBIT "B-111
qY VIM.
I—IIr �I III-•I�IIH I
_ II II�IT�iI�_ II.=11�iI1ll�lll�ll- -
,�
III_r�I
�111—IrT�11�111=III—LI�II�lir=n�ai-'I-1 - chi -III 'r—yEli II�Ii�l..:l_I'-III-11r
0
EMERGENCY WEIR SECTION B-B
T.
VARIABLE WIDTH DRAINAGE EASEMENT
BY SEPARATE INSTRUMENT °0B1
11l POND SECTION A -A
0051913 MCPHERSON CROSSING LOT 1B
POND 3 PROFILE
FORT WORTH.T-"S
MAY 2025
I?
RIPRAP GRADATIONS
BEDDING GRADATIONS
12"THICKNESS
G'THICKI
ESS
SIEVE SIZE
PERCENT
SIEVE SIZE
PERCENT
SQUAREMESH
PASSING
SQUARE MESH
PASSING
1SINCH
100
31NCH
100
121NCH
70-100
1-1/21NCH
SS-100
81NCH
45.75
3/41NCH
45-75
61NCH
30.55
3/81NCH
30 55
31IN
10 30
NO.4
10-30
1-1/21NCH
010
RIPRAPGRAOATIONS
BEDDING GRADATIONS
24" THICKNESS
9"THICKNESS
SI EVE SIZE
PERCENT
SIEVESIZE
PERCENT
SQUARE MESH
PASSING
SQUAREMESH
PASSING
301NCH
100
61NCH
100
241NCH
6S-100
31NCH
65-1011
181NCH
45-75
1-1/21NCH
40-60
121NCH
25-50
3/41NCH
2540
81NCH
10-30
NO.4
0-12
61NCH
0-25
12" THICK ROCK
RIP RAP
D. = 61NCHES
0logo
6 INCH THICK
EXCAVATE TO THIS LINE BEDDING
& INSTALL FILTER FABRIC
PER MANUFACTURER'S
RECOMMENDATION
FABRIC SHALL BE
GEOTEX 1071 OR EQUAL
A)ROCK RIP RAP DETAIL
�aE I
EXHIBIT "B-111
REIMFORCINa eN,aLDE PEINFLRDING SHLLLNE�
P)aM$@ YCS EW weuea@fYULW
rr
' EEDlnNxMENr Y N
�`o Wi J'LNANFER e `
4 e.
eoawrY
PLAN SECTION A -A
/1 SLOPED HEADWALL DETAIL
PROPOSED
OUTFALL
—1 sw i ma,
Prmaaed Pmd2
ae
1000 Pei
CONLRE)L
r-.r ,lraroevs
IM/FRr
o
OFVIAE
sDasNs@ v-cclXLxw.1r
TYPICAL CONCRETE PILOT CHANNEL
10N,ne WE D60NNG LME
— 01�101 .XnwamLI--
@L L—. IER
IW):
orouN@
I@a
a.m
aao
O.W
ea9.m
...0
i am aoo
y Im 070
am
aL�
o.o1a
oe9
e.a—,
mi.9z
m. ,
aea i0
at2s
MR.
R.
¢
se.0
t.a x)
nE
esul
S.B x]
aan
asee
ese.ss
9x 1s
aas
a.m.
r51.E1
a.w 1 eA
a]IS
a.,
jl W
.11
4,.q 11
S]
am
Lm
a209
LeW
831.76
_ 8.ffi Sa
¢x
_ SbP
L8X1
Al85(.
65E.81
i�Ee 2A
R00 1.9
a]li
ens
2AN5
-W
s,az as
a211
2.261
ese.97
s a ¢x
hrwera PaJtl3
—POND ELLN111r9e. WI
M)Nwl
eerw
,w
'�
lour
I
enrew
oE.aaanwb.au
.
om
aw
1m
Pe.c
nw
Mee
nw
Pau
�!
am
r65E
a)E
gi
ua
au)
sM
—
1w
lsri
uD
w
aM
ouo
ar
aw
ee®
L!u
Lv
33
wJ.)o
nm)
as11
r.n
Lv
aEq
rr
r]r
a
ue u
ota
jj M@
.m
as
Westwood 0051913 MCPHERSON CROSSING LOT 1B
N�nd�„IM .Is.N4De V. DRAINAGE DETAILS
9800 Nillwoad Pa,kr y, 31ILE 250
Fert Worth. TX re117
Ph... 1017)582-6. FORT MAY 202 TEXAS
MAY U25
m
>v
E
0
Q
EXHIBIT "B-1"
SF PROPOSED SILT
FENCE
x� y F d :".% PROPOSED LIMITS {
`\ ; �`� Y ; MCPHERSON BLVD. — LOC — OF CONSTRUCTION77
`k
999
y1�`� (COFW R 0 W)^
`~` " rp =► "' �. - , z ` " _ cz
PROPOSED TREE
{<:r
PROTECTION
egg-_-„��-; _ � '� ® INLET PROTECTION
899
' / (jJ: �•` - -' `'" Lk 11/
I ; 7% CONSTRUCTION EXIT J CONTRACTOR TO FIELD '/! / I 4
1 LOT 3, BLOCK 1 "- : ,'i, � � � I VERIFY LOCATION : � _••.� � ✓ 9 1
sy� J/z EX STARBUCKS I CONCRETE WASHDOWN
—� AREA CONTRACTOR TO J SF i R�
�. FIELD VERIFY LOCATION
1
MCPHERSON HOLDINGS, 1 _ I' 'I I ! ! NO
�I LLC (REMAINDER) p O
j/ 14 � m 1��'j g61 f\III• .t't.11s�IL' '�_ QoI!i',`�r r,'�:"'�imp,
j L%` 08g III cn U I MCPHERSON
I 1 ;� s t ( ? I i I I HOLDINGS LLC , t
PROPOSED 1 I°" -4
SWFMABOUNDARY MCPHERSON
HOLDINGS, LLC , ; - I I I II i i, l %/
LOT IBBLOCK I
f _
/ -
i sse
_
-- ^
-
c
�b — - - :_llI - _ -
�° 6sg NO SAVED OR PROPOSED`
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
w�j woQd
0051913 MCPHERSON CROSSING LOT 1B
,�o.
Viesmf"ft, `
EROSION CONTROL PLANtP�
0
Fo,1WTX78177
FORT WORTH -TEXAS
Phone (817) 582.3350
MAY 2025
EXHIBIT "B-1 LI
1" IEHICLETRACKINGPAD
66' ROCK RIP -RAP
� ZX MIN
t—
NON WOVENGEOTEXTILE
VEHCLE TRACKING PAD
4.s-RDCKW.RAP
NOTES'
1. OO NOT LOCATE AN UNLINED CWA WITHIN 400'OF ANY NATURAL DRAINAGE PATHWAY OR WATERSODY. DONOT
LOCATE WITHIN 10D0' OF ANY WELLS OR DRINKING WATERSOURCES. IF SITECONSTRAINTS MAKE THIS
INFEASIBLE, OR IFRGHLY PERMEABLE SOILS EXIST ON SITE. THE CWAMUSTBE INSTALLm WITH AN
IMPERMEABLE LINER OF AT LEAST 16 WL TMCKNESSORSIIRFACE STORAC£ALTERNATNESUSWG
PREFABRICAIED CONCRETE WASHOUTDEVICESOR A LINED ABOVE GROUND STORAGE SHALL BE USED.
2. THE CWA SHALL BE INSTALLED PR0RTO CONCRETE PLACEMENT ON SITE.
3. THE CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT ISAT LEAST 8`xW WITH MAXIMUM 3151DE SLOPES. LINE
PIT SHALL BE AT LEAST T DEEP.
4. A BERM SURROUNDING THE SIDES AND BACK OF THE CWA SHALL HAVE A MINIMUM ilEIGHT OF 12'.
5. A VEHICLE i1TACKMG PAD SHALL BE SLOPED 2% MINIMUMTOWARDS THE CWA
S. SIGNS SHALL BE PIACED AT THE CONSTRUCTION ENTRANCE. AT THE CWA AND ELSEWHERE AS NECESSARY TO
CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
7. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION.
E. THE GWA SHALL BE REPAIRED, CLEANED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE
WASTE. CONCRETE MATERIALS ACCUMULATED IN PIT. SHALL BE REMOVED ONCE THE MATERIALS HAVE
REACHEDA DEPTH OF 2'.
9. THE CWA SHALL REMAIN IN -PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED.
10, WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED OR SOD PER LANDSCAPE
PLANS.
1 1
rL� •� T�4
l
.OL4 P.
PREINIO eSPUMN
SECTION A: SWALE OR CHANNEL
now
a
SECTION B
ROCK CHECK DAM
NOT TO SCALE
Et ixc
LICE NIOOAWN%
n_CONCRETE WASHOUT AREA
SCALE. N.T.S
Wmtvvood
0051913 MCPHERSON CROSSING LOT 1B
s
EROSION CONTROL DETAILS
,.T.-dM;;„��oK
m F-W.M. TX 76117
FORT WORTH -TEXAS
fS PNone (01T)582-3350
n —wda Nix
MAY 2025
EXHIBIT 1113-111
oe •'p
00000 ooaoeoo�o w,6
000 O PAiEMFM'
O�aO, ,iapGOGe00G0� nC A '
NLi06wE1166]]
A. —
PLAN VIEW • ,wM9moxm
M1R0611PFKE
I flDM LEAVMGSf1E I iuTK
Opo000 __ oD0o000000 00 — nuwi
• TmFAeaic rwx.
UNOE3lMElt
E]wTIxOGRUUxU - (IM�I i1CML IXI
APgROJEx EOYN.I
IAJTE;
gMETO �q"n AwAx HTI�6 PROFILE F s ��^ P^
91iOP�.AMAC£M19lTELOW
AWAY FgOM EMIqu.'LE
STABILIZED CONSTRUCTION ENTRANCE 6EElORTAOOPoE7" ""v
I �O ]ON3
NOi TO SCALE •di 9'ux. MA
9rFFl= T9] IBSs9. MIN
�.. NMEfAtwc 6EGA. LECwWEe YIN.
GVl W, M1ENEM]EM 3M111
Mw�na owAiwlxco cola
i
—NCH.aA6 N&'-%
r rlwu uwwAc�
SILT FENCE
2 NOT To SCALE
- - I. N. .. P4 Ar ■\ 1 low
SECTION1
SECTION
PLAN VIEW
DROP INLET PROTECTION
N(IT t0 SCNE
- westwvcom
0051913 MCPHERSON CROSSING LOT 1B
-y.S.;�0 `
EROSION CONTROL DETAILS
9800Hl�
Fort Wm6n TX 76171
Ph— 1017)662-3350
FORT WORTK EXAS
neAt :__lA�y6
MAY 2025
EXHIBIT "B-1-'
in II
�.
t f . rl
'T
J.
a� �roenweunewart.�ro i - i
Fi
---- i-�''
I�
i.
ENLARGEMENTA
� � i yyyyyy i
NO SAVED OR PROPOSED
L. 1�A•��1W' ' � w TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
Westwood 0051913 MCPHERSON CROSSING LOT 16
fte_l.�um�K^_ LANDSCAPE PLAN
9600 NIIIwa d Ps1kwly,suite 2so
F.dwarth.IX T9177
Pone (a17) 2.3360 FORT WORTHTEXAS
MARCH2O25
Exhibit "C"
CITY OF FORT WORTH STORMWATER 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT O
Rev. 11/19/2020 JLE
XHIBIT
WORTH
Facility Name:
Exhibits "D"
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Basin/Pond Number: Inspected By:
Facility Agreement Number:
Date:
Type of Inspection: Annual , Quarterly , Monthly _, Routine , or Storm Event , (# days since event
Basin Conditions:
1. Is there standing water or wet spots?
Yes_
No
_ Comments
2. Does sides or bottom show signs of erosion, settling, cracking, etc?
Yes_
No
_ Comments
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?
Yes_
No
_ Comments
4. Is there evidence of animal burrowing in dam?
Yes_
No
_ Comments
5. Is there evidence of changes in shape or volume of basin?
Yes_
No
Comments
6. Do vegetated areas need mowing?
Yes_
No
_ Comments
7. Are there trees or woody growth in dam?
Yes_
No
Comments
8. Are there areas that need to be re -vegetated?
Yes_
No
_ Comments
9. Is there any accumulation of silt, trash, debris or litter in the basin?
Yes_
No
_ Comments
10. Are there any other basin maintenance activities needed?
Yes_
No
_ Comments
Structural Components:
1. Are pipes, channels, trash racks, etc. free of obstructions?
Yes_
No _
Comments
2. Are pipes, spillway or trash racks in need of repair?
Yes_
No _
Comments
3. Is the low flow or trickle channel in need of repair?
Yes_
No _
Comments
4. Is the outfall channel in need of repair?
Yes_
No _
Comments
5. Are there any other structural maintenance activities needed?
Yes_
No _
Comments
Plan for correcting deficiencies:
Signature:
Date:
a
r nWorlfi In
St�nt
Owner's Representative
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17
FORT WORTH.
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: McPherson Holdings LLC
Subject of the Agreement:
Amendment to Contract No. 59422
M&C Approved by the Council? * Yes ❑ No M
If so, the M&C must be attached to the contract.
Is this an Amendment to an Existing contract? Yes 0 No ❑ 59422
If so, provide the original contract number and the amendment number.
Is the Contract "Permanent"? *Yes 0 No ❑
If unsure, see backpage for permanent contract listing.
Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date:
If different from the approval date.
Expiration Date:
If applicable.
Is a 1295 Form required? * Yes ❑ No 21
*If so, please ensure it is attached to the approving M&C or attached to the contract.
Project Number: If applicable. SWFMA-25-0024
*Did you include a Text field on the contract to add the City Secretary Contract (CSC)
number? Yes 0 No ❑
Contracts need to be routed for CSO processing in the followingorder:
rder:
1. Katherine Cenicola (Approver)
2. Jannette S. Goodall (Signer)
3. Allison Tidwell (Form Filler)
*Indicates the information is required and if the information is not provided, the contract will be
returned to the department.