HomeMy WebLinkAboutContract 61897Date Received: 8/23/2024 Permit No.: SWFNU-24-0040
Time Received: 4:48 p.m. City Secretary No.: 61897
RETAINING WALL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 23rd day of August
20 24 by and between Target Corporation, a Minnesota corporation, 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 a
tract of land situated in the Juan Jose Albirado Survey, Abstract No. 4, Tarrant County,
Texas according to the deed recorded in Document No. D224040676, 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 Target — Chisholm Trail Ranch,
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 the construction and maintenance of
a Retaining Wall Facility on a portion of the Property being more particularly described
by the metes and bounds in Exhibit "A"; 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 a Retaining Wall Facility be constructed and maintained on a portion of the Property;
and;
WHEREAS, the City requires that a Retaining Wall Facility ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
RETAINING WALL MAINTENANCE AGREEMENT OFFICIAL RECORD 1
Rev. 03/15/2022 BN CITY SECRETARY
FT. WORTH, TX
and assigns, the location and dimensions of which is shown on the attached Exhibit "A"
("Facility Property"); and;
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on -site Retaining Wall 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. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
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 and any needed maintenance or replacement to
perform the Facility's 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 grants permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility whenever the City deems reasonably necessary. In the
event the Landowner, its successors and assigns, fails to maintain the Facility
in good working condition, as specified herein, the City, its authorized agents
and employees, may enter upon the Property and take such reasonable and
necessary steps to repair any such deficiencies 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.
RETAINING WALL MAINTENANCE AGREEMENT 2
Rev. 03/15/2022 BN
4. 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.
5. 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
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITITY PROPERTY TO MAINTAIN THE RETAINING WALL
IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY
DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1)
EROSION OF THE SOIL BELOW THE RETAINING WALL AND ITS
FOOTING, AND (2) AND FAILURE OF THE RETAINING WALL
AND ITS FOOTING TO OPERATE IN A MANNER CONSISTENT
WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF
ITS DUTIES OR OBLIGATIONS HEREUNDER.
RETAINING WALL MAINTENANCE AGREEMENT 3
Rev. 03/15/2022 BN
7. 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.
[REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
RETAINING WALL MAINTENANCE AGREEMENT 4
Rev. 03/15/2022 BN
Executed this 23rd day of August 20 24
CITY OF FORT WORTH
�alIA-1 a
Dana Burghdoff (Aug�3, 2024 CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Aug 23, 2024
Approved as to Form and Legality
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date: Aug 23, 2024
ATTEST:
Ja)nnette S. Goodall
City Secretary
Date: Aug 23, 2024
4,dd4UUn��
pbt FORT 4aa
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LANDOWNER
Target Corporation,
a Minnesota corporation
0c:B,JamesL. Tucker
Sr. Director
Date: August 13th, 2024
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.
Rebecca Owen (Aug 23, 202415:00 CDT)
Rebecca Owen
Planning Manager
Date: Aug 23, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
RETAINING WALL MAINTENANCE AGREEMENT 5
Rev. 0311512022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on August 23rd, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth,
Brooke Bonnell (Aug 23, 2024 16:32 CDT)
Notary Public, State of Texas
LANDOWNER
STATE OF MINNESOTA
COUNTY OF HENNEPIN
- - - - - - - - - - - - -
YPVBROOKE BONNELL
Notary Public ,
* * STATE OF TEXAS
Notary I.D. 134009525
9�OF My Comm. Exp. Oct. 11, 2026
. . . . . . . . . . . . . .
S
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Minnesota , on this day personally appeared James L. Tucker
(name), Sr. Director (title), known to one 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 Target Corporation (entity), a
Minnesota corporation (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 13 day
of August 720 24
Notary Public, State of Minnesota
HEATHER QEANNE LUEBKE
Notary Public -Minnesota
My Commission Expires Jan. 31, 2028
RETAINING WALL MAINTENANCE AGREEMENT 6
Rev. 03115/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN
LEGAL DESCRIPTION EXHIBIT A - TRACT 1
RETAINING WALL MAINTENANCE AGREEMENT
BEING a 0.4704 acre (20,491 square foot) tract of land situated in Juan Jose Albirado Survey, Abstract No. 4, City of
Fort Worth, Tarrant County, Texas; said tract being a portion of that tract of land described in Special Warranty Deed
to Target Corporation recorded in Instrument No. D224040676 of the Official Public Records of Tarrant County,
Texas; said tract being more particularly described as follows:
BEGINNING at a point in the south line of the said Target Corporation tract; from said point a 5/8-inch iron rod with
cap stamped "KHA" set for the most easterly southeast corner of said Target Corporation tract bears North 89°50'32"
East, a distance of 24.14 feet; said iron rod being in the west right-of-way line of Chisholm Trail Parkway (a variable
width right-of-way);
THENCE South 89°50'32" West, along the said south line of the Target Corporation tract, a distance of 14.00 feet to
a point for corner;
THENCE North 01°1T33" West, departing the said south line of the Target Corporation tract, a distance of 310.30
feet to a point for corner;
THENCE North 00°00'02" West, a distance of 393.10 feet to a point for corner;
THENCE North 84'20'15" West, a distance of 400.13 feet to a point for corner;
THENCE North 04'13'49" East, a distance of 11.00 feet to a point for corner;
THENCE South 85°46'10" East, a distance of 419.51 feet to a point for corner, from which a 5/8-inch iron rod with cap
stamped "DUNAWAY & ASSOC" bears North 52°45'28" East, a distance of 49.12 feet; said iron rod found being the
northeast corner of the said Target Corporation tract and being in the said west right-of-way line of Chisholm Trail
Parkway;
THENCE South 00°00'00" East, a distance of 722.78 feet to the POINT OF BEGINNING and containing 20,491
square feet or 0.4704 acres of land, more or less.
NOTES
Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202).
A survey plat of even survey date herewith accompanies this metes and bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately
sets out the metes and bounds of the easement tract.
6/./b2J4 �•• O F •• T
oksT e
STANLEY CRAWFORD RUSSELL �: a •;cp
REGISTERED PROFESSIONAL ••••••••••••••••••••••••••••••••••
LAND SURVEYOR NO 7080 STANLEY CRAWFORD RUSSELL
RETAINING WALL MAINTENANCE
AGREEMENT
JUAN JOSE ALBIRADO SURVEY,
ABSTRACT NO. 4
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
801 CHERRY STREET, """""""""""""""""
UNIT 11 SUITE 1300 • po 7080 �P;� Kimle >>>
FORT WORTH, TEXAS 76102 9i(i'FEs s�°'�l0
801 Cherry Street, Unit 11, # 1300 It
PH. 817-335-6511 S URv Fort Worth, Texas 76102 FIRM # 10194040
Scale Drawn by I Checked by Dat
StanC.Russell@Kimley-Horn.com N/A GRW SCR 6/19/2
WILLIS, REN 6/20/2024 1:13 PM K:\FTW_SURVEY\069303021-TARGET CTP\DWG\069303021-TARGET CTP_ESMT_RWMA_TARGET.DWG
Horn
Tel. No. (817) 335-6511
www.kimley-honn.com
Project No. I Sheet No.
124 069303021 1 OF 3
i cr_cnu�
EXHIBIT A - TRACT 2
MATCH LINE SHEET 3
P.O.C. = POINT OF COMMENCING
P.O.B. = POINT OF BEGINNING
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET
NOTES
0.4704 ACRES
U,
20,491 SQ. FT.
TARGET CORPORATION
(INST. NO. D224040676)
PART OF
CHISHOLM TRAIL CENTER, LP
(INST. NO. D224040673)
o 60
o NI� N
M r
W
co O
o
o
a o
z
P.O.B.
N89'50'32"E
24.14'
IRSC
S89°50'32"W
14.00'
I
NORTH
0 40 80
GRAPHIC SCALE IN FEET
Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202).
A metes and bounds description of even survey date herewith accompanies this survey plat.
The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out
the metes and bounds of the easement
tract.
RETAINING WALL MAINTENANCE
AGREEMENT
JUAN JOSE ALBIRADO SURVEY,
j7'
�,• O F �.
•••
ABSTRACT NO. 4
STANLEY CRAWFORD RUSSELL
y; 'Q W o �.N
CITY OF FORT WORTH,
REGISTERED PROFESSIONAL
••••••••••••••••••••••••••••••••••
TARRANT COUNTY, TEXAS
LAND SURVEYOR NO. 7080
STANLEY CRAWFORD RUSSELL
••••.•Q•••••7080••••••v•••••
801 CHERRY STREET,
UNIT 11 SUITE 1300
(P
Pimle
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Horn
FORT WORTH, TEXAS 76102
9j`jO ;E S S ° 0
S
801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511
Fort Worth, Texas 76102 FIRM # 10194040 v4m.kimley-horn.com
PH. 817-335-6511
URv
StanC.Russell@Kimley-Horn.com
Scale
Drawn by Checked by
Date
1
Proied No.
Sheet No.
1"=80'
GRW SCR
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069303021
20F3
WILLIS, REN 6/20/2024 1:13 PM K:\FTW_SURVEY\069303021-TARGET CTPOWG\069303021-TARGET CT�_ESMT_RWMA_TARGET.D&
LEGEND
EXHIBIT A — TRACT 3
P.O.B. = POINT OF BEGINNING
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET NORTH
IRF = IRON ROD FOUND
LOT 10, BLOCK 7 0 40 80
CHISHOLM TRAIL RANCH '
(INST. NO. D222262499)
GRAPHIC SCALE IN FEET
5/8" IRF
_ —
"DUNAWAY & ASSOC"
S85°46'10 E
— —
N52°45'28"E
419.51'
i-
49.12'—\,
W 400.13'
I cif
Q
-
o co
F to
U, Q1
LINE TABLE
cq
TARGET CORPORATION
I NO. BEARING
LENGTH
,�
F- 0
9 z
(INST. NO. D224040676)
L1 N04°13'49"E
11.00' I
!
w
I i
in c~n
f
J Q z
s
I O>
o 00
CV
M ~
2
J Lu
(�
CV �f O
O
O
0
O .�
O O
O o
O / �
Z
0.4704 ACRES ,
20,491 SQ. FT.
MATCH LINE SHEET 2
RETAINING WALL MAINTENANCE
AGREEMENT
JUAN JOSE ALBIRADO SURVEY,
ABSTRACT NO. 4
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
Kim1pv)))Horn
801 Cherry Street, Unit 11, # 1300 1 Tel. No. (817) 335-6511
Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-hom.conn
Scale I Drawn by I Checked by Date I Project No. I Sheet No.
1" = 80' 1 GRW I SCR 6/19/2024 069303021 3 OF 3
WILLIS, REN 6/20/2024 1:13 PM K:\FTW_SURVEY\069303021-TARGET CTP\DWG\069303021-TARGET CTF_ESMT_RWM _TARGET.D G
LEGAL DESCRIPTION EXHIBIT A - TRACT 4
RETAINING WALL MAINTENANCE AGREEMENT
BEING a 0.0544 acre (2,368 square foot) tract of land situated in Juan Jose Albirado Survey, Abstract No. 4, City of
Fort Worth, Tarrant County, Texas; said tract being a portion of that tract of land described in Special Warranty Deed
to Chisholm Trail Center, LP recorded in Instrument No. D224040673 of the Official Public Records of Tarrant
County, Texas; said tract being more particularly described as follows:
BEGINNING at a point in the south line of a tract of land described in Special Warranty Deed to Target Corporation
recorded in Instrument No. D224040676 of the said Official Public Records; from said point a 5/8-inch iron rod with
cap stamped "KHA" set for the most easterly southeast corner of said Target Corporation tract bears North 89°50'32"
East, a distance of 24.14 feet; said iron rod being in the west right-of-way line of Chisholm Trail Parkway (a variable
width right-of-way);
THENCE South 00°00'00" East, departing the said south line of the Target Corporation tract, a distance of 197.18
feet to a point for corner, from which a 5/8-inch iron rod with cap stamped "DUNAWAY & ASSOC" found bears South
47°42'36" East, a distance of 34.75 feet; said iron rod found at the intersection of the said west right-of-way line of
Chisholm Trail Parkway and the north right-of-way line of McPherson Boulevard (a variable width right-of-way);
THENCE North 90°00'00" West, a distance of 11.00 feet to a point for corner;
THENCE North 00°00'00" East, a distance of 64.26 feet to a point for corner;
THENCE North 01°17'33" West, a distance of 132.91 feet to a point for corner in the said south line of the Target
Corporation tract;
THENCE North 89°50'32" East, along the said south line of the Target Corporation tract, a distance of 14.00 feet to
the POINT OF BEGINNING and containing 2,368 square feet or 0.0544 acres of land, more or less.
NOTES
Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202).
A survey plat of even survey date herewith accompanies this metes and bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately
sets out the metes and bounds of the easement tract.
RETAINING WALL MAINTENANCE
AGREEMENT
JUAN JOSE ALBIRADO SURVEY,
(�`�l�,Z PEE �� FR • ABSTRACT N0. 4
STANLEY CRAWFORD RUSSELL rj'�Fo ::N CITY OF FORT WORTH,
REGISTERED PROFESSIONAL •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS
LAND SURVEYOR NO. 7080 STANLEY CRAWFORD RUSSELL
801 CHERRY STREET •••••••••••••••••••••••••••••••• Kr m l e >>> H o r n
A 7080
UNIT 11 SUITE 1300 A.o 'a?-�-
FORT WORTH, TEXAS 76102 7,y .1
'�F S S `O O 801 Cherry Street, Unit 11, # 1300 Tel. No. (817)335-6511
Q ••S UR\ Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-hom.com
PH. 817-335-6511
Scale I Drawn by I Checked by Date I Project No. I Sheet No.
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LEGEND EXHIBIT A - TRACT 5
P.O.C. = POINT OF COMMENCING
P.O.B. = POINT OF BEGINNING I NORTH
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET P.O.B.
IRFC = IRON ROD W/ CAP FOUND TARGET CORPORATION
(INST. NO. D224040676) L2 0 25 50
IRSC
N89°50`32"E GRAPHIC SCALE IN FEET
24.14'
rn
PART OF cC i
CHISHOLM TRAIL CENTER, LP
(INST. NO. D224040673)
M
E
LINE TABLE o
NO. BEARING LENGTH 1 O O)
z
u Nso oo'oo"w 11.00' I 0.0544 ACRES �' Q o Cow a_ N
L2 N89°50'32"E 14.00' I 2,368 SQ. FT. a I °'
O W N
N
o I cr 0o
O f- § z
NO�- 75 00
m Z
(O , ' O
W =
o I U)
0
0
U
0
z
5IRF L1 , ` —S47°42'36"E
"DUNAWAY
& Assoc" � 34.75'
5/8" IRF
"DUNAWAY & ASSOC"
McPHERSON BOULEVARD
(A VARIABLE WIDTH RIGHT-OF-WAY)
MnTI`C
Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202).
A metes and bounds description of even survey date herewith accompanies this survey plat.
The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out
the metes and bounds of the easement
tract.
RETAINING WALL MAINTENANCE
AGREEMENT
JUAN JOSE ALBIRADO SURVEY,
6/2 Low
� S e r
ABSTRACT NO. 4
STANLEY CRAWFORD RUSSELL
...- e�G`
c�'RFa .N
CITY OF FORT WORTH,
REGISTERED PROFESSIONAL
••••••••••••••••••••••••••••••••••
TARRANT COUNTY, TEXAS
LAND SURVEYOR NO, 7080
STANLEYCRAWFORD RUSSELL
•••••• ........
801 CHERRY STREET,
UNIT 11 SUITE 1300
7080 �•
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FORT WORTH, TEXAS 76102
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801 Cherry Street, Unit 11, # 1300 At Tel. No. (817) 335-6511
PH. 817-335-6511
S URv
Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-hom.com
StanC.Russell@Kimley-Horn.com
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Drawn by
Checked by
Date
1
Project No.
Sheet No.
1"=50'
GRW
SCR
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069303021
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EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN
EXHIBIT B - TRACT 1
VICINITY MAP T.
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<: 4 i ewmpti oQ�%�-1==a_ _—__-__->_CI'o m-'1n.us°a_-_tzs _ e mil s�°B.":IaNa �me".a.vl.,.d.,m, 000,z eeN ss
_ 4 to 1s .mom µ 25 p m q /yam♦ a . Eefaaz,ms,:lO I"IiUW1-•oT r � 'y oeL"""/LOT 3, BLOCK7O a $FO�p a 0 L1 O u F = 2.1406 ACRESJ�P�N_o
^'gyQiO35 mm �93,243 SQ. FT. on4,esaes, for m.Nncx, z.on, ss.,, �ae� "oPl„rew€3 w c+ -a& `"PART OF m .eeeo a ,Iem,."aw 9re
,Q o m a „ :. a e o p " TER, UP � s
pr'�oo"p�,H• \ az p8 <"<z sa, i / d z f I s£ i p miii = o ao P cENrER. LP ILi I xo
q O,� 4s c c> 6 a `R � w o e^ � m o o ts � �onsr no ozzaoaoe]a) // I Ily-r I ry P ° L
Oa yo=o�Qs �e�ro>agZar i,z]xor I o o ''--' ax O]a P.O.B.
23'd4e G'J)°33�"„- v. La L5 SB9°29'3WW 57091' +.wr �:inz. •W""°"� �m„°•••••••°c ouEi mniL iPsat55
•V POo cJ' 3• _ .,. t°a rvlc
�o— - „ — - MINNEAPOUS, MINNE80TA 55a°3
02 1 PNEENBOULFICAE2 _ 31.88' LOT t FINAL PLAT
'"""""s`E CHISHOLM TRAIL RANCH s
� 9Nsr No °zl4zoearn owNER
AA Pit al N89°59'33"W LOTS 1, 3-7, 9, & 12-16, BLOCK 7
an'2 RIGHT-OF-WAY- '> e=2°40'13" 85°29'20'W e=4°31'OB" I. no .? a 166 23' R=1455 00'
W DEDICATION J R=134500' L=11475' 1682r 5 27.1078 ACRE TRACT v
REMNry 0.0731 ACRES 0 L=sz se• c3=se]°aasa•w LOTS 17, 91z11 JUAN JOSE ALBIRADO SURVEY,
a O i CB=SBB°49'28"W C=1147r
3,186 s4. FT. m p C=sz se• ABSTRACT NO.4
DEmo T NoHoz e°z zHo �olNcs, uc wl € SUITE ME CITY OF FORT WORTH,
o
PLAT 2orvE E EIGHSORHoo°coM ERCIa1 s REM^'nDE(INs;'No"ozS822S62195) 1NCi$'"C L°oT,s EKAS]5zw TARRANT COUNTY, TEXAS g
'RAIL INCH zone E•NEIGHBORH000 COMMER11- 13 COMMERCIAL LOTS
12-16LOCK7 FI" 03 RE TRAT GOFORT WORTH, TI—S
1300 Kimley>»Horn
:'
IRADO n RVEY, >I CONTAOT MICHAELBILLNGSLEl,, R P LECII_ Nenia M1om°a11 >
CT No. z REF CASE NO: FP-24-049 10 t
WINORT WO Pi°h", INSTRUMENT NO. DATE REF CASE NO: PP-23-049 1 1= o9WF.Aol Dec w I Mce tl aeTnoza I wos9 I S1 OF
UNn, (n:w;
2CIAL LOTS
-F°yyad{',YO �
AM1`02p`I'1'°p3
ti
PLAT
'RAIL INCH
12-16, ILOCK 7
:RE TRA 'T
IRADO 6 RVEY,
CT No. c
RT WO
UNn, (n:w;
2CIAL LOTS
EXHIBIT B - TRACT 2
— I OCKG / L `� I I -----------\
ICINST. .D218 6646) // / \\\\\`` —mil II jl 11 — ZONE s-0N IL /
TRAIL POSM..T
I (A w'wms RlGHr�TCT // 1 i j/i j saxva�II
LOT 10, BLOCK 7 I III I
CHISHOLMTRAILRANCH I II
EIN6T. NO D2222626ED I
ZONE
ON PO PLANNED DEVELOPMENT
1aa'S 1 1 I I I I I j � j I I
III
�iiil XY1
/ - `------------------
---
--—_________________________ I I
____- l 1 1
NT
I L;TMua.a MaM. I III
j '6a PCRAl1I I
LOTB, BLOCKT / /^\ J TPRGET COR0N
CHISHOLM TRAILRANCHADDITIONrvsTNo022aa.asTEIRCI I III
EINST NO. D22216448)^INTENSIVE coMM
PD PLArvNEO DEVELo ENr / fLO°
/v �'ee' y`° i ' i' ' LOT I, BLOCK + EM—E.—NIauaeua.T 13.6674 ACRES E—.
595,352 SQ. FT. I
I
uE.,ENE.T
.,T
M,a.T
WILLISWAY_ WI --__ _rfr REING
_ J- r—��
Yq � 1 � - -__ ______--,f-_____ _ _•,,,,� TM�,1�—•1 / •A�IL�usa..T .TM,^an
ooh
n 3 i I�§gny Q�LL�mo��.a °�Iag xw� LOT 3,,BLOCK 7 Lill
OUO mQUOm 2.1406 ACRES
i yS� 7m maN g': m6QNLL S mQm 93,243 SQ. FT.
O •-,^ I spnm '^ o^opine=_�= gtl=e�� p $- v0i�djO�or ti
ro R,TLA r
ricHcowuOe an EwaP av
P.O.B.
"XMCES c ° 86 PtIE�NBO_U_LEVAR ��
1 Pu p wvAalease vnOTx alc.r.OE.wnn Nr.TNaE,..n cEu I';.— Tj C..aw.,ENT
Brvsr No HI
— I
RIGHT-OF-WAY >I Q
DEDICATION W
0.0731 ACRES 7
3.186 SQ. FT. m
ACPHERSON Ho �olNcs, uc WI o
HBORHOOD COM ERCIu p
REMAINDER FFMCPHE e°ssrvHM INW,LLG
(INs GNE 2195)
E^REIGHBORROODGOMMENGI-
al:
awl
INSTRUMENT NO. DATE
LINE TYPE LEGEND
LEGEND
Q
I
-POINT
WE
POSE= PUBLICOF BEcwewc OISPACE EASEMENT NG MONUMENT
D FOUND
Iasc11 -IRONRoowIT . GAP_
a
(L' 3
JT�
0 o
I
NORTH
F_
_<
GRAPHIC SO AEINE
— —
fq V
I
, =,0B•®zaxa6
x
U
a
z;°a 2R`ea.vl.
NT
a
I
S,,,mo„�iH ,�".BIZ -4Z ="H:-:27;-Cl_,a.,.,.
TB.P.m...alNs da,bmarene,wdve lomenae�w•ra.��m
IT
I
Nme.enna a el�e..,.�ew S
-
OTG"Enl`EOUSMN ESO aa1B 1
FINAL PLAT
CHISHOLM TRAIL RANCH E
WNER
QH
LOTS 1, 3-7, 9, & 12-16, BLOCK 7
1001
a ITE410
27.1078 ACRE TRACT v
LOTS 1 1s
JUAN JOSE ALBIRADO SURVEY,
ABSTRACT No. 4
SUITE ME
CITY OF FORT WORTH,
On EKASTs2w
TARRANT COUNTY, TEXAS g
13 COMMERCIAL LOTS
801
RY STR UN
ORT RTH, TI—S
'HONEMICHBIUUNGSLE,',3RPLB
Kimley>»Horn
CONTA�AEL
wPi. FIRM I1I 1 Two
REF CASE NO: FP-24-049
opal
s
REF CASE NO: PP-23-049
, noza I
=1BaMce o'S
se I
root) trail of IaM eiWz tlUn IM1e J.--Aftb 4o Survey aPbaaan No 4r Gly dF rt WaM, Taranl Coo]e sae (f 10o,e15 square
rm', Texas, sa
D221
LwnrysLlG+maaacnrereM l `l� T=,;Nysld"eandlEmin Sal Wlyl0ro Ch.-I. TT-sI
rtMroTryd Oetla.da Pbdlnnn—.1
1NO D-0eOMtl
wayalaavanede wiam gm otm-wayI antl me ncnn SgnCi-of-way floes MVM1erwndBoulevartl la variab el wMm ngM1l-aFwayM1 eaitl
imn. also be gme mod ea —I 1cu1head-1.1 dOhl -d eg-CTW LP Imd
THENCE abng me said.Mh Ilne dMCPh... BwrovaN, the rollcwing seven (7) eels
d Soulh BT4456 We¢I, 114 ]2 me1,d rvltn a mdms d 1,45300 feel, a wntrel a g a of 04 31 O0, eM a cneM bean g a d dNtance
Ina y dbn, w11 seM g carveromelek-arc d— d 11471 fretro alnlmbcomer,
Weal a dNmnw d 18822 fret ro a SBlncn Iron roe ltb'ODNAWAI & ASSW cap found far comer el the
be9bnln9 d e -,-I arve ro Ne d9M wgb a radius of 1,3a5 00 fret, a cenlrel angle d 0240'1N', end a cM1ad MCM9 ens
ASSOC nN m�recbon, ¢ime¢aid mrgem arve to me n9h4 en era dismnce d 6260 feel le a 6l&nnd, ircn roi mb,'DONAWAI &
eaitl targem antemme ngM, an arc mamnee d802 tealro A oil I- Id br saner, said an'%"
rgm I-weay lyre dnBrewer B9cul aM mmmable,wem agbl�d-.reyl� of lbe said rwdM1 bne d M,Rh— --dantl me sad
29W West, along me ease Ilse c! said mrnar sip, a dismnre d 1117 feel b e al'%'round fa IM1e noM antl of
an additbn ro me C%d Fon We--,g ro dte pIN rewtleJn liedlnd — No D222-60 of me
N-892933 East adiaance of 38241 fed 1 me¢wmead caner d sad Ld 8,
T Wed abng me —line d,aid Id, a didence of nett feel m e 5l&Ism Iran rail vdm'xlW^ ceP eel M me
Wodh ac—Ift theplatrewraea In lna .1 NO D22u6249B dme sale —.1 Pubec Remrae, nm'an aaamm wma cNdFon
DO
wmry0wtme sat ancnn acaraay repreaenN the
ropeTy as tletermmetl man o�n me g—tlsu ey,m ae unaermy cored wpernam on MaM a, 2023 — and thand all comers are eM1oxn
PRELIMINARY
HOT BE RECORDED FOR
ANY FUR-lE A' D
S'_ NOT BE USED OR Billin,,
URVTH`o lMENNn6666 SR
EXHIBIT B — TRACT 3
0101INER'S DEDICATION,
NgWAND THEREFORE anawalmreby—m—HCLe—CTWLP,�MM1dmTdIeTbb,,MR. —TAR' maradan1.
trereby adopt this Dld a¢ LOTS 1, 34, 9, & 12-16, BLOCK T, CHISHOLM TMIL RANCH, an atltliaon to me CM d Fan WonM1, Tamnt
Namry Pudm in antl ror tl w Slate d Texm
ITATE OF
OF
ouW and Slam, on mis d, MdlyaDmDamed na execuma rtie,ame
forme Du,po antl conatlnaecn merein expraaeatl. antl in OR capacdy memo. ends no dg memd
GIVEN UNDER NY HAND AND BEAL OF OFFICE, th,� III. _ d.y �_ 20U
INSTRUMENT NO. DATE
�Gryeeaeme�env Noe `1e4 ow y yorp
.ld-1. W. nt Deug staMvac roth ¢du d all Wdc and pmale Weeb.
nN qm saM erem ¢bmi e,d
airy amnc A re¢r¢alanuMwroa¢. NMwge
nnreutlmey¢tem¢ana gaxunedladllae¢. and reneetlmldWwrdwlbu
b.
nn Mmaxanmh..... r aryd Fsn
anly om d, ar msulbn9 hmm me Pedamence d me mYp,uxa d sad cxna¢ a
pml�lsppbuppung Perms usu(ensane PeMreypermsm entdr'n en Mm de.
yy � Npa may mnrunvdontrnnalregnt d24-In
The addni ao-evarslrq elongne¢m¢¢p¢
mPtlNmm rtpgI16rme.aaudumvarem1Yl ba M1eetrrm mmn0o-mmTH. mill ml creme-11N,
FORT WORTH
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
TY1ASARATF APP..NINE.I[DE OAN
PIMAppmvelOMe'
NEAFOHSTMnNesoTn3s6G4c3
LOT1
FINAL PLAT
CHISHOLM TRAIL RANCH
e
fro
LOTS 1, 3-7, 9, & 12-16, BLOCK 7
FIT3 ITEn6
27.1078 ACRE TRACT
v
Lo,9,,216
JUAN JOSE ALBIRADO SURVEY,
ABSTRACT No. 4
uITE 36s
CITY OF FORT WORTH,
LOT,6 E%AS]62w
TARRANT COUNTY, TEXAS
g
SURNEYOR
13 COMMERCIAL LOTS
801
CONTACT OFF H, TEXAS
'lCHAELBIIUN�SLEYRPLE
Kimley>»Horn
REF CASE NO: FP-24-049
Nem;,7)om6-,
_11, Wp1 Dac w 101 111&.e]noz4 I BUM0Wofi9 16
REF CASE NO: PP-23-049
wA Mce
gF3
I
I
GRADING GENERAL NOTES
EXHIBIT B - TRACT 4
e.EA.E,.w..xeo.aEx1-11--..aE1W,1,»E�orv,xn�."re�xa,.Pree.�oE...rvE�Essaa. � i 4�i� III^
m, nnonoisNa.conoinrneu uuvwrexevawecreeorewnicu wam.wssrea.ic.noxsmi Mnn:wu.o aE usEosnui.E _ I I—�%
a. Mnreaws. TxHE HE caxra.c.oasaEsaorvsiswry _ I ,�
.-1.
xow. E nEw,.=:E mrs nn �wn,.rs Ern
,� cerv,�er«,.9nu�nu"�".Est.�E>s.,rsx".asp, E=Om.AclD--Ego„.oan.u,�oG.�"soF�.�.mw�n,..v�ay
,E EaeEesEeeeMeM,.M,E.EEaewm..EPaePoSEeE.e.E�E".Hens.neeE.�«�n.Eoea��w.�,E.o�rvs��nra.E«o�sraE.nrv�.
„ �wroaMws�oneeMa«aµ.aaxoRaa.,�e�mws�ars --
,. eerv,�era,.�s o.=E.eao..n�wnenuPEa.ns.xen�ao"wsPaea,o«ns�aeena� _ _
,9 aENX.eEaes�erveex.a«PurvEeaEaes�erv«x,a«oE�eEs.e.Ern..a„EePaea.oeemmwaxeeervs,Rxe.�ery --' ---
zo corvmncrare sxnu vwi.r xore¢amuarvovwncu mxnrarwore*ocomnwarvccorvsmucrwnnnosnuinon--NEwo.a+voiscnEo.naEs sE.onEcons*wwnoxcammwws _----------___i 3z08
rs, A.iEa.ucEwExro.su.carnE.,n rnioa.o.ucEmw.aEa.vEwExr.cax.au wsxnuiEs..xoe.sEare snvx�.�Emua.ns.oae.....Ee.wxoixc. nu naEnssxeu noEounreivoaux rowums.xE
ol
m,EMososmuc. Tocorvvsys eaMauxa..corvmncmasxnuimMEowrecvnon.vowmEn nno FN—wF Y mscvEE.rva.s.aE ascovEVEo �— — ----__
_ a aR u.=w..vn„= �exe,o ,E— E. aEw-N.I"ww.�eN. E aeER,M ..N. n�,a T- SHEET C-5.01 s` -------------- J
„ — DEW.a,s.ea— .. eAC�—B% A.xw... M x. E.M M_M O.Ros.«e.E —
N eervMe."a Aeu..rvms.u..a.e ..wee A x,�cE.Tom.na.xsa«MeE
ww« a n�«ua .e �nw.ee.
ervac"a.ewne.z,.rveE� aeM xe�.oM.eaE—eea.MEs
corvmocran sxnuaozus. EusnucmArvwisEenu.vmsumw.ncEs.oe `Nl'sxsocwnE 1 I _------------------- n 351
corvmoc.on.o suvnoEa�*o>saRT=21ors.wsuENTT TTEo sasrin reEuxmesnA.wu Naocnox \ ' 1 I _ _�------___---- - -
1 I I ei• s I r
N m
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S
�,. �. r �� , +, = die ..... ��� . ��_ �i11111 � _ •.n�1 _��
OW
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/ ��.����►�/� '��� �^�' I ire 1 � r� aa� -_ _ /°' !v
I
FORT WORTH
C-5.00
a
EXHIBIT B - TRACT 5
GRADING GENERAL NOTES m
..Eons,a�nrwEaka��o�n�w�,xrsee,.n,.Txenn��E"rE�nx�CA�L Eooa,.,swE,,11onrwoarnxrvorv�r�o��onsrn��„onsrµe,nos. FOUNDATIONS AND FLOOR SLAB
.Lap,ar�, RrF"TTTDP Dr PAVEmrxT.1IoFrDDRraIF >DD ,o TD Pax�xN DaaDE rDarDpDp ruar DRpDE ,Hr„mnaDpp�,xrHwDax�n p xpp,ar."�,rHF BDTrDm Dr P.,<men 3
s, rvnrvo sxnu rvanrvmEcorvsmucnory ma,ncra<xo srvcuseaapexvcoxaiarsoiscowarn carvmnorea is, atspeuas�spea PaeTsnwO FAST O Ununrs sxowpoa NOT sxown 5•' ReM1...ed Coperete Slab E'inished Floor
a Fon Hams a=or PA E.E ,Pisp E,evnnonsnREroroPOPPwFSNH 2ZE
r_Ha��Oes snuLee PwsoR m,=% EmmavarooTlm.,ol or ceSian aRwewxaemninrnwwO PosmvE Danwnse TO nu in,Ers Nnonwnr room aL STRuc,uREs.
,«r<aN,x°eT<a,xx.neap.•a,�r.rnen",�xanrw,�avran�xorAnox,<rker",nrveen„nrsPa�oRra,T°RT�reorvsraR�r�o , I� N
w,mixmoPemcoxmm,crinx,rurvexinixc urwnesuveonmweo.rxecox,agcroas,wxRePucernem nrnisown exPEx,e. I Elevaeon ar.50 --------
oNcoNrao,D <r,DPDNeDmP,rTDNDrPram rNTD wwrr.< p,µD rp,rNe nmsxro nsraoora ,oamen"omnmP Nrxo o a^crav<IB.a< I
.EaELD DD a AILDDnr aU.TD p E.
E e nxfn n,ne°". wxrronrxe oN wE<o— oe <wT,a A eToew xwo ,sa
W
E
n HEEa„PEa, E. ma a roaEN,m,x ee ee.TMeNe< x eN neea a roe mE /' S
rHesne THEwoRxconsmoc,e EsmEErT„E REDUwa°E.TSOTTHE � 111 noes ANDTHESEx Ns ssmnos svrHscourRncraR THE owmeasnwsxPPawerns sw,cElpished Pad �
uu oseOxnTsocRroirprua rossusso ix—F or r.oOry variee Elevallop 830.78 I—E a° o:
L
z aro PEncsmsxr or pnvF,.,sxr. mrtancreaNC'NGsxurresr apo ossNxvspnvsmsxrsarwspea swoNxcs or poNo.O UEe,aas sHULwp—Trivoanwrow,aosrx<nTEHoE. mucr TocorvrEvsrow°auxorr coxTancroasnnuiwewnrei N-FY—RRAxosxowEr F Drilled III— .11—ble and beanng pressure up to 7 kips per agpere foot plus 2.2 kef of sUn fiction in
mErxruaxO THE in U, U.- URN. ---Um pie gray limestone or by 1.7 kef of skin friction in the tan hmastem
wRTeanwA"HUlsroH.Tcn nx,a,DMDe FOR REFERENCE ONLY. CONTRACTOR TO REFER TO STRUCTURAL PLANS
T. LEGEND
ze siDEwaixs„xoTRpRr oixDSRowiroRaErE,excEONEV F`E`.C.EC iosrapErans ro aDDnSTRUOT�ON WATER/SEWER NOTE: ,,, PROPoseow,.rows
m RsrsRsucs.acunscT,.acp,wxs roawws.,osarTOT,eeUnNxs.aoTRUcaoocu
Ep cox,w,.�oRrosaELC E=NIS o�ETODEReD.S,R�D, TED PRIVATE WATERISEWER no
STUBOUTS TO
�_ a�=ss —`r—" rvaiOYE _— —1-\_— \l --�h_-/P�anro°xwPw/sIs1 reIo_pa_='r_maRecu=iwrT�csnwn�aunxbfIUI ,zi/cIseI E pcI r\,x—cea'r4}sro,.�R _�PTI II I �y_`I\�0."",- A�voTMm.�=•v.—.\,• x� pa"D` iRIt rI\n\xi xcU %_rylx.F1 bi'_ ._— --_s--e_w— �xH�.iR�o—xx_— x. ,tlTIvo_l—_— _— \ I _nFNwsE,.=eo_]+_e'_—_—��-J\� II\ I \I\\\1 \.I \h\, \, Ewa7�/
--/ I � s I'IIII IIII I INDIVIDUAL I I1/I I IIIIIIIIIIII IIIIiI1I1iIl1
=_—❑_"rw=�
PAD SITES IINCLUDE: p.,,nnD DoxrDDRR,
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wp—,s
---_______ DOMESTIC
REl—RLNE
1"IRRIGATION xx m w
To—
o
gEoNT.1 oFNETaixo6FIRE LINE Call before you dig. s— mnu.'
1-6"SEWER LINE Nroxnm a4ETrbopuw °u,ppawB nnwseUN, w�`now whats below.
H.ST
P_t
ryExsnncEweRunE To
IN- N. AISI I xf IIII____ _r per
DwnaEaHE 350u F
mawEnvnD
rmDpoaouND `� $
�1 enwP� �, TD LOADING DOCK DETAIL
xe3eTP � .- mar / ,I Ills hi1141111
VI m�Pl 11/r ull 3578 Inll'I'i —:���
�M ��+!/!T_o
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auirn sx6s xA A
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TFs'r rvQ�s,r lit ulll llq I � I II II II \II _' Esn�m � n
_ \ \ ` v A IV A v\ '\"' aa\�� V A ✓ / 'I un /r/ I�ii. 7
\
aw�oic, ��I v� 11 11 ' v v\ A� A I s.a �I _ II AA1 Il Q
\ 1 I FD wsE,.=B+ � I III � 3886.66* I FOUNDATION NOTE: H
3a \ o1.m��AOse Tcl .\\\\ T• 'ux \ I\ IIIIII\III 111 II
FF,4INING werL ,j 2'. I v _— v v v vpvvvvAvp__ . vv \v �..A I v v v III I n I I PER DETAIL "FOUNDATION AND FLOOR SLAB"
,Pwss" I l�ulhiii� `�A\v vv\vwvv�,pwvQv�wv�'v�vA���\V A AV v w vv vv \V v vv \Illll �llj llljl PROVIDED ON THE CURRENT PLANSHEET,THE
v v vv \ "xTc, e _ v v 111111111� IIIIIIIII DEVELOPER IS RESPONSIBLE FOR PROVIDING
V e Il 'bl A �� VvAA VA V A A as' em P I III FORT WORTH
ore °R"axNF�—Toe \ vowsEL=B+z. ° SrPED 'I 3932 IIIIIIIII PAD 9" BELOW THE FFE PROVIDED ON THE
VI�11 ' 1 � o 11FNPR.RT.1xO AAV1A VA A A A `F A , R3xe A III I
/es�nm;I ll lIl ��l •V+v AAs II„��i��,�lII III IA ICI A \ p ^^�r amc aMvgioanro c'.A V 11 I_ 11Billlliii I, I,IIu, IIII GRADING PLAN
BENCH MARK LIST
[ I��I V A io iaA `i,yll 11,1 I / A �,�MTC I III II II IIIIIIIII
/ s'Ai II 1 �,xm I I
IN
I 111� \ wn '�� � - �f�f; 1j1 r°1 ` � nl�ToomE �n,i° lit I Illi�ii il' uazazno"smn�gP"an"r".D.co"mm�sYs�a,R°a 1xD,, ,nN,u"eml.xmn c�esl
CII I� �1 , s{ n si �; Y/ p+O. IIII {y �Illl I aN,w l gHam Nnmu ananm+.Doo,z
C I°�v ° #. Is Rama �l ° q en b°„b i -'� l �i li ll Q 4004.5 it
��„ N'y-AVM' - _ I iiii$illlll vQ 2 II II THE NTEv Ioxofe HERanx BDn�vnRp AND c SHI-nTRAL Z
TB - /1 1�11 0. I illlliil iili
°o l/rl r�'r/r�1ypIIIl�u hdV , In u. »' \1'�� l /u 111'I I ,J-� IIII rl i I J
, — a�a66 w+ rc .�/ / f'�I II 14 k,ne;c wvb TO /j I' `\ / Ir I IIIIII lIIIIIII1111111III e.vnaoo eeax d
I \ III \ 'N b1° °690tB v %ii d n'ic / / / 11 I I e�sol� v 9i0�rr° _ Ny / I IIIII S 1 IIIIII IIII IIII
ll III k euI\ \ \em //// a •' w m / I� °�' ,m
m es_ Hx°/ % _ spnTp _sso.asr r %/V llwlo aMtlrc�• 11 III 'IIIII F 11 III, iD
1 �• \ exeee/ ����o.x11 1 /ir �lq/!l °�°.*�° nn,p i I IIIII F 0 IIII Z_
° .% „d,„�;, > m „ry �° III e U.'rr,/' i9'�� °so,x w° P° 4U[ II THEIxre 11NIFemHERanNBnnLEonRnwDCHIaHOWTRAL
mocranro j kn, 'y� e�p , 2is, r A PutNwnr
sl°'"D yii 'P°�fTP n �n>° 'P v=/ IVA A /�/ / S—esdv TP Ill. A' V 9 t La,e zE' iV 1 I II IIIIIIII _4 III IIII II, I(I1111 Q
I \ �Y �I ia.,sTT xdUsrd /G/ 'TT D I I JI
��•\ I 1 I �— I ' v a � }I I _ _ ���j r � tTM �a,xra"'1 v } v. ,= � v\ � I �I v I ..;/a. i � IIII II hplingll
,ri \' ,__ / T / I I\\ I Eineeon
w,ym"� \ rcA^—E \VAS I V IIp II IIII III i/i �' II 4115* II ed,oz
eij MI A\ \se,I,�p) 1� �1 A ��Tc Aq+�\ ,sir es,hrc P I A IFDWSEL='� PdqP� e1 III IIII III Q II III
a`` / •_ 'I sz°rT °poi Tv a 01 mr \ e Td �e,k zz Fi M1 ' ,,,I,°s \\\I a w II IIIIIIIII = II III, I II TH
UTION IF MIHERsoN BOnIEVMD AND UHIIHOLN TRAIL
°i\ioT "l Ra,bjll IIII III IIII, IIII III I
I/ rd v+Aro wx � \ sI II I V ¢ I I IIIII II
\ez; xk�el aT IT 1 e, 'I'�' 1 ,11 Il li PraNwnv
MATCH LINE SHEET C-5.02 n ,°^^ 831T= C-5u01
EXHIBIT B — TRACT 6
MATCH LINE SHEET C-5.01
GRADING GENERAL NOTES
nn
1�
r, r N
I I
1�
I W E
I
I
II S
I
Ill
I I ann�scuEm
II
lj LEGEND
II
I I —ni— varoosEscomwns ntr,am
__ __
I --a=— „xlMsnx�c
xeNns nn9 E
cE�rwm1—NEwe nn,rra rE aa
w vnscsEswnreaunEIT
ExlsrwownrEN uns ntr,am *ovor
ET] �nrre NEnF,a U,.. wN.
x FF ]0000 ExuNEo aooa nnzsx I_ixc
:RENCE ONLY. CONTRACTOR TO REFER TO STRUCTURAL PLANS
% FOUNDATIONS AND FLOOR SLAB
/: r— 5••RcluforcA Concrete Sleb F'lmh—1 F'Inu
•i .I r Eleesllun 831.50
m
Mad piers: allowable end bsa..g pressure up to ] kips per square foot plus 2.2 ksf of skin INction in.
Me pray limestone or by 1.] ksf of akin hiction in Me ten limestone
BENCH MARK LIST
aeemesyNni mreem me T.—caoranv,e SyrNma,fas 1p„saN+M 1N.. Gmn,
ON THE No— —EOF—E—anka-.vow—7.F—wrST of
FOUNDATION NOTE:
PER DETAIL "FOUNDATION AND FLOOR SLAB"
PROVIDED ON THE CURRENT PLANSHEET, THE
DEVELOPER IS RESPONSIBLE FOR PROVIDING A
PAD 9" BELOW THE FFE PROVIDED ON THE
GRADING PLAN
WATERISEWER NOTE:
PRIVATE
sS
STUBOUTS TO INDIVIDUAL
PAD SITES INCLUDE:
ADSITES
S INCLUDE'
1 -1 DOMESTIC
ION OF akeH 1— SINUEvumANO OHISH111TaAa
1 - 1' IRRIGATION
FkNNNwNYxae
1 -6" FIRE LINE
Know what's below.
1 - 6" SEWER LINE Call before you dig
■
FORT WORTH
Z
Q
J
o_
Z
1
CE5.02
EXHIBIT B - TRACT 7
LEGEND
BENCH MARK LIST -n, Ewsnx6a�coNr �� wnm,P
\\ i / / \t/ l / i 1\ i 1 i ' /jam/ �a°'°"'•R / \ ®_ ) n cye,mn setae on,ne Taus caoralnem sysmm m,ses (sa„eelas,,l. noon cemiel------rvia Polxr
o
10M�p— w— moroESEn wA]ERurvE n,�nmE
> \1 �/ \ as \ / / I —� ' �W✓- J// PAwcwAY MIDN or—ERsoN BOULEvnRD AND CHSHOLM TRAL —�— —uns A INE „qes '
— — w
- - v / ,,/„ Ewe saa�. aPo��w�.DNE >o„e,� o
IM 101 I P.,« DNE .,,,n,.,
/ nnuaw
cTDN OP MCPHERsoN BOULEYAnD AND CHSHOLM]RAL PTHE ARKWAY �iA�)
,rvisrvrnaoors
—N—
E-6 aa6. �� i n„n aPo �aaro
/i A� •
a—
«o M NEE NRDDLE�ARD.ND—FEEMTRAL N
Ii II '"i - II / / / /�� PAaKwAY
v}� E-'II;II�
/(deexzWe9a91 �NE i' jl �� >-_>// ® _ FOUNDATION NOTE: A` IS
/ Knowwhats llBDW.
PER DETAIL' FOUNDATION AND FLOOR SLA
Jam1 / " PROVIDED R IS
THE CURRENT PLANSHEET, CalI before you dig. +o ^ t
1.A'TERF LIT IM!)MEI�Y/ l \ - o
(••iT Nd Dn tsae3al DEVELOPERISRESPONSIBLEFOR ONTHEI
PAD g"BELOW THE FFE PROVIDED ON THE--
GRADING PLAN
• > i ICPw\ 1 / • _ � Paz rrvY..E \ o�,P /eS� \.a° \ I ex E c NT /' S �_
NIN
LOT I6, BLOCK] +*
§$ \ 1�„ ACRES \
)0,613S0 FT. \ \ 1 \ / / ' \ iY �' ` 10 x10 SE EM NT
1 . \ ��, �!� D2211
gERMANENT—R-$ _ -�� ��� y�`� - r -__— — _ - es, ,NE D' 8 5�S
,FACILRYEl,6EMENT ,� ew �_� aa�! ssz w w ' ` $ _ (INST NO fIP12-857)/ a yN
"LOT,4. BLOCK]/ /i 1 T R / ]Noon] Q
0]868 ACRES / / / / __ p°0, �� x�• Are
39.2)650. FT. / i , _ \ 'P esi.z1To --_--- — - \I I I I\ ' W
,0'61]]ACRES, i
/3S.618 SQFF. w~ 3
^^LOT r¢, BLOCK]
F /\ \ �``"//( / ✓i // a,e' 1.61M YET.
89,966 FLOT 8, BLOCK ] l I -6T9, BLOCK) , U
'SN' ACRES SO FT i 43.
QE. FT.
43,33,
FORT WORTH
z
FOR REFERENCE ONLY CONTRACTOR 70 REFER TO RUC ,PLAN \ ��' - I
FOUNDATIONS AND FLOOR SLAB�L�P��sa a
4"Reloforced f'oecrefe tilab - - \ \ "'e-1L--+/rr — `__ — — - -, — / cELeSlwrv,os —
1a f[[[[ F:knHoa8 tr50 wczym �r szp,�cEL ury �' z
iI F 4•'fnsel lksc - _\ Q
r\WATER/SEWER NOTE: _ aF _ - - �I ' �
F'E PRIVATE WATER/SEWI � � �A — -
STU.OUTS TOINDIgIL�UAL �___-____
�3 £ vaN Flats ryesRAD.SITE4§ INC�LVbE:`
§s FI - Bw )s - 1-2"DOMESTIC �
NI H 1 - 1"IRRIGATION
[ D-Iletlp s: all bl tlbe ingp up to]kip p 9 foot plus 2.2 Fst otskin fn Gon in 1-6"FIRELI E_.!) r� / 'x Vic] I / \1 \ / '
�36 N gray llmbslone or byl ]ksi at sk nincOon In the tanlmestpne - }-'$"3EyyJR LINE G5.03
EXHIBIT B - TRACT 8
O 96, BLOCK] LOTS, BLOCK] LOT O, BLOCK
]ACRES 0]1]1 ACRES 070M ACRE
43,46 SO FT 31,233 SO FT 30,599 SO I
LOT 9, BLOCK] 1 LOT T, BLOCK y PROPOSED
0999]ACRES 10023 ACRES -DOWN AREA
I 49,331 SO FT I 43,B5550 FT 'SUBJECT
TO
CHANGE BASED ON
-1ELB CONDITIONS
14
i� S?
— — — — — — — — — � — — — — — _ — — — — —
ENTRANCE NCE(SOJECT SUBJECT TTRB6T1B1t — I — — — — TO
61 gig
N
WE
S
LEGEND
e
EROSION CONTROL GENERAL NOTES t
W
OJECT RALL
IREDIED
7
7
J
O
2
= J
U�
rr �
1
0 LL
FORT WORTH
C-9.01
EXHIBIT B — TRACT 9
rcA,
=MIS
s rcE . „
aarvP FENC, INTo
s NFSR RRAcxij vnm cEoUEED.—
GEE } valor e c cp�wJ\/—rcN of x NTo Tacrva
e `AMa eoTTw oF� a c
CROSS SECTION A -A TRD—
SILT FENCE DETAIL
• ••' �LL, IMaivl� �mL
GNCRETE WA<HMIT eR
1. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TD
CONCRETE PLACEMENT ON SIZE
2. VEHICLE TRACKING PAD Sl— BE SLOPED 2H —RDS THE CONCRETE
WASHOUT ARE+
3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ACCESS, AT THE
CONCRETE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LDGAHON OF THE CONCRETE WASHOUT AREA TO
OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
4. USE E%CAVATED MATE— FOR PERIMETER BERM CONSTRU—N.
S. INSPECT BMPe EACH WORKDAY. AND MNNTNN IN EFFECTIVE OPERATING
CONDITION. MNNTENANCE OF SIAN SHOULD BE PROACTIVE, NOT
RFACTME. INSPECT BMPe AS SOON AS POSSIBLE (AND ALWAYS WITHIN
24 HOURS) FOLLOWING A STORM EVENT THAT CAUSES SURFACE EROSION
AND PERFORM NECESSARY MNNTENNICE.
S. FREQUENT OBSERVATIONS AND MNNTENANCE ARE NECESSARY TO
MNMNN BM Pa IN EFFECME OPERATING CONDITION. INSPECTIONS AND
CORRECTIVE MEASURES SHOULD BE DOCUMEMED THOROUGHLY.
T. WHERE BMPe HAVE FAILED. REPAIR OR REPIACEMENT SHOULD BE
INRNTED UPON DISCOVERY OF THE FAILURE.
e. THE CONCRETE WASHOUT AREA SHALL BE ROPNRED, CLEANED, OR
ENWtGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE.
CONCRETE —ERM ACLU —ED IN PIT, SHALL BE REMOVED ONCE
THE MATERWLS HAVE REACHED A DEPTH OF 2 FEET.
9. CONCRETE WASHOUT WATER. WASTED PIECES OF CONCRETE AND ALL
OTHER DEBRIS IN SHALL BE TRANSPORTED FROM THE JOB SITE IN A
CONTNHER MD DISPOSED OF PROPERLY.
10. THE CONCRETE WASHOUT AREA SHALL REMNN IN PULE J— ALL
CONCRETE FOR THE AREA IS PLACED.
11. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, COVER THE
DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE
STPBI— IN A —NER MPROVED BY THE CITY OF M<KINNEY.
B16T 1 OF2
CONCRETE WASHOUT AREA DETAIL & NOTES
NTS
B11RT2OF2
oil 11
} II I 11 a
PLAN VIEW
ww RFa asW AR
NIr =�N�� '�°
IL
IRS T
.. WA,M
µR of NF IN�T aFw�IN F "
W AN Acme —T, TFn CROSS SECTION
CURB INLET PROTECTION DETAIL
S: n
EEG➢GLi6
weNRERSW�we e. eeol ED
zN
CROSS SECTION IA FAaac
(m rervcs,ms Ioxrv\
11-1
hp� 3 a eArzN en Al REWIRED
A A E
NR H HIGN
rcl—W RUDE
PLAN VIEW
CONSTRUCTION ENTRANCE DETAIL N
m
W wWFAo Wra •muw u w[mee w ux
a,a�ss�i�>%°�n a•ereT�nertenw
as m"�m xnA rce
na N� sin •ro tt
CITY OF FORT WORTH, TEXAS I REVISED: 06M-2DIG
2"X4" WIRE WEIR CURB
INLET PROTECTION 01 571343430
Kimley*Hom
FORTWORTH
r
0
Z (n
OQ
Z ILL
IL
O
NO
LL
W
CE9UO3
f
i
01M:II:118 IllI:7_[1mr
aarvr SCxeuuI1 -- __ _ m
_'- __.._xt__------COMMON rxxiCAL NAME uuaia—m -----__—____ -- Jai o
CeJmE—AA6Eni A ® as aue uMWlunxxn muu ep xm. — G -
un«rvrvEm�xxxnx.Mro�n wE,xmron .�i --- ,�_ ,��,� Ii.
-_-
urconnoxxAx[
—INGTREES
COMMON BOUNICAL NAME
xn�xwEm, rvxxxnExn n ��Exa SHEET L2.03 j
I I '
Mxrvrxx.Axl -` II = O es � s
x xxxx„m.rx M�„axn xxAd—ANI + _
owanswmnmwm MEme/uyncaxuviry / _ ..........
.... .. .,............................................................... P -
II I A�w w
� nErM.rv�x.a. xx O 4N
SHEET L2.01
nn .�
I I � soa
q Q M1levkan Bunn sawrsana uxemne • I� �� _ -
- p Mn�.M�mx,unr�,nnn,a,.�nama I �—: " . , �
xrxnnarr — .. ... :... ..............
....................................................... ........ r,
I �. xnxxxa
[ IOmIEyYlibin
= O Ervk M,niv cuss/munmeaxa utinv. - — . - w
SHEET L2.02
2
I i I
�@
- o
_ ______ __ ___ _ _ L
Lo
-4— __ —'I-- r: m J
I
of
\� — _--. -, -- - - - - 1-- - - -- ---T _ T----T r-7.
2___ — - - -
I
— ----- -----_--- ---- -- — -- �, —------,� �_ ; �� -� FORT WORTH
-�-� - - ----
I 1 1 I I I I I W
\ dl I i III U
(D
QQ
v
I
o ii iLU
OVERALL LANDSCAPE PLAN
xw,x Scalxt'•-50•-0� H L1.01R
a ScxEDNU E
—f
COMMON /O NIcu NAME
nmMwaP Grn/uxm.amepww
�cwG e[m.,aacr,�lcw am earn+pP
M
[sear Flm/ulxundassxdu
® aO Mue uMMll u'xooe muuax e'p em.
Laubvk Gml ulxxswlMmla
Wrcercreeod/Eumrymus NGprel
ure oix free / Ouemun vepnana
n1/1OMMOx x<ME
NGiP
Oewx Wllowl CMopxalnerie
� �0 llxaMwpaO Mul[A
1 jcl
��%
texas Reabua/Cemis rawaenvs mx�e¢
�NmE FpI FUISCIEouLFPxEPFrvcE PII
MON/BOiFN
GMe Gramel GaMow praGlle'elonxe FmbNd
_ �
OxMSaMem Wm MyNe/MyncapuvlM
(�
uxNmm.lM&y/M.N. N,,pllxxMlmex
Mole Sluedem/senlzacnnun rq
j Q
Mevx'an BusM1 Gaw/Sahla luwnNa
pMxPaPPamMGrma,xaa.eMMw,.dma
�
px.led,x[[a,,w[apollGa
ftkM Gras./MixlmbMxl—Al..
�
PenmaxGaGe/p.mG,aabmMm�asa
7-1
6
s
mi
EXHIBIT B - TRACT 11
MAT11-E 1103
IIOIIIOIIIOIIIOO111 1111 IIIIIIIIIIIIIIIIIIIIMATCH,NE ,2 01 1111 IOOIOII
/111111111 I �1
IIILLLLLLI��u� '�TT'7�T"
LANDSCAPE PLAN N
mi
a scxeuu�
COMMON /O NIcu NAME
nmMwaN Gm/uxm.amepww
�cwG
azmrcaacr�lcw am earn+oN
G.bmNm/Mmen[ra A
®
GGMueMM ,Mxep.meufi
Grcxle.
Laubvk Gml ulxxswMMM
Wrcercreeoer/Euommus
NGprel
ure oix free / Ouemun vednana
n1/1OMMOx
x<ME
NGMEES
OewN Wllowl CMopxalnerie
�
�0 11xaMwpaO
Mul[A
jel
��%
texas Reabua/Cercls rawaenvs mx�e¢
MON/BOiFN
GMe Gramel GaMow praGlle'elonxe FmbNw
_ �
OxMSaMem Wm MVNe/MyncapuvlM
(�
unRinmefs MublV/MUMenbndellnxMlmafi
MNIe SIueMem/senlzacnnun rq
j Q
Mevx'an BusM1 Gaw/Sahla luwnNa
pMxNaNMamMGrma,xaa.eMMm,.Mma
�
px.lex,x[[a,,w[apxllGa
O
ftkM Gas./Mixmbn—A1m.
bG�G
f
�� �
� s
1,.
of
T
EXHIBIT B — TRACT 12
mi
a scxeuu�
COMMON / BG.AxICAc NAME
GA---Em/Uxrvsamexw-
EabmEl /ul eeeras A
Laubvk Elml ulxxswMMEa
ure oix free / ovamus vepnana
COMMON / BOUNICAL NAME
NGMEES
Oewx Wllowl CMopxa Enene
� jel texas Reabua/Cer.ls rawaenvs mx�e¢
��% MON/BOiAN
BIue GMme/Bwlxxwpraxlle'Blexxe ANw
� G.axB�N.mWmM„xe/Mn.apeslM
uxnNmnaMnlp/MeNmbN,alMd—d
pu„NBNem,�,a.Al,aenm� ma
� p MaixaeNbaNGe,e,GaM1MI«,.amNa�
pMexxaxMamMGraxa,Naa.eMMm,.Mma
� � px.l.x,xa.a/,w.apxllxa
t
NNM,GMs.,MixlmbMxlawMn.
�i Re.maxGaG./p.mM,.abmMm��ea
177
Ed
exm.,aacraaslcwxxm aarn+Nx
® GO aue uMMll u'xoo. muun e'p em.
WrNmmeper,Euxmmus Nnuwl
AL/COMMOx xAME
x Ed.
1: *:/:11:31r m9d_TOli91
rc
gmley�Floro
FORT WORTH
wz
aW
Uw
co (�
Q J
J z
W
C2.O3M
EXHIBIT B - TRACT 14
MATERIALS LEGEND:
I
Net Urban Forestry Area(phase l and 2)
Calculation
square Feet
Apes
PLANT SCHEDULE
IA
Gross are a of property (or artificial lot)
594,543
11.11
mEEs
coNNox/BmnxlpuwuE coNr. a sRnclxc aTv Eu Ns
B
Regulated utility easements and other deductable areas
S8,Di1
1.33
AGGREGATES
�C
Net Urban Forestry Area
(A -el
536,532
12.32
Am,naanamrulmw,�a�ww s'w 11 -19m 11 ab,, anBERi GOowx, Nl DICHEN FUU,
WELL BRANCHED STG Nc CENTRAL LEADER
AGI xwLcx
RireTree d TCa nopy Area (pa hse 2
equ)
Minimum Canopy Coverage Requirement:
Ceev EmruLlNanadri a w IC 19 m °T BID wEu.fixnxcx oww. NITUDEo, FULI
En BTRGNG CIA—unINR
Commercial/Institutional/Public Project (30%)
wuER. wLV do,
su Lauul
Industrial(20%) Agricultural(25%)
O
IacexaNEYn IUY@Is parvlpa O nN tB 19 AI I RICIDVGRGNwO AaTCRED,fUL1
wELL BRANCHED, GTGNC CENTRAL R
.GRRava aNxNr
D
Residential (40%) /New Subdivision Option (25%)
(Lx 30%)
Ifi0,960
3.70
Multifamily(50% ofopen space requirement)
Lmaoixn.n GA—AIABIA-a Bm ItIdm zs wBNJRGEcELL BRA neopsiRoNIATCHEDRUI,ixR
Mixed Use zoned site (50%of open space)
�E
Additional 5%if using preservation method B("proteded trees")
(Cx 0.05)
0.00
nowERncTnEEs
R
commorv/BOTANIaLwuRE coxr a�zE sRulnc an Ea ns
F
Total requiredanopycovempe forsite
(D+E+ff+gg)
160,960
3.70
OaMWlbw/CAIbpY511xwAs �>pl U 10 11 CONTNNER.RURBFAVGRGAN.DRUCI®,
Presemation/Retention of Existing Canopy (phase l and 2)
FUu wl:u—CIED. TRUMPrnm
�G
Existing tree canopy are a
—►
0
0.00
Tew GEeAw/uaw canoe.,:ela,e"Ne uRN a 10 a x,mNTcxm,
H
N seeki ng approval for phase i only, then preserve a minimum of
(G x 0.5)
0.00
Euu, wEu ewxcneo
50%anopy and stop after completing line M.
B
II I Preservation requirement(25%)
(G x 0.25)
0
0.00
am cm.rerxouannaomcEa BwAanAmARo� sw z9 A.Irw saocc au cox urvER, nuRSERrcxowx, Aurcxc0nx0
1
Additional5%if using preservation method B ("protected trees")
(G x 0.05)
0
0.00
weu ROOTED
IK
Additional preservation option for mitigation of significant tree
(ff)
0.00
®
o-msAlwNnw,.mwFnrxwxawNm saa so•n.zaw Iae scot Rrcxowx. mnnxeonxo
removal (only if removing significant trees -see pg 3)
wE uIxER,nGG,C,uGSE
L
Total preservation requirement
((H or 1)+J+K)
0.00
M
Area of existing Canopy preserved
0
0.00
tiwnyr"°NN,NHRIaINemmoN saa Ocn.z<w aaw BI Coxruxul,NU BEGIGNown.Aucxcoauo
weuaoDTED
�N
Total preservation credit toward planting
(M+dd)
0
0.00
Q
INN awalamrxnAncnnam uowtlam saa z9n.Icw scot zm CONTARNER NU vGROwx,NDUCIED111
New Tree Planting (phase 2)
WILLRGOTEG
�O
Required new planting coverage
(F -M - Chi
160,960
3.70
Q
Nmcananon saoorsoma NlmNlmo 61N sc DAIaw scot Bs RYERGwn.NIAToxoANG
P
SD large anopytrees@ 2000sq ftpertree
(City x 200D)
16Q000
3.67
weu RODTEo
me di um anopy trees@ 700 sq ft per tree
(Cityx 700)
0.00
R
205mall anopy trees @1005gftpertree
(4tyz 100)
S,B00
0.09
O
N s
awaanFwmapasa°xa„uare.rvsslma a so'n.za'w stet Iso WEIROxuRSFxvcxowx, mATCIRnnAO
weu ROOTED
�3.71
5
Total Plantinx
(P+Ci+R)
161,800
nelmwnno/waaoaEa soN sc n.zaw soot O n,NATC-AND
17 CLL RNENrvOOTEDUBSERvcGGw
ParkingAreas: lor2familyresidential are exempt (phase 2)
T
Area of parking
80,391
1.85
Q
caws mmy crosa/mnnNmrNw wNlua"a seal ac n.za'w scot sa CoxruNER, NURBERVGRowx,NATCNmnND
U
Required canopyaverege ofparkinganas(40°�)
(Tx 0.40)
32,156
0.74
weu ROOTED
IV
Area of anopy coverage being provided for parking
34,000
0.78
wonsan/Fnmwwoemmnaan9 Go NUTcxEOAxo
"° Oc n.Ie w aace 11a
,W
Excess/deficient parking canopy
(V - U)
1,944
0.04
weu GOOIEouGSERrcnowrv.
Fulfillmentof Requirements (phase 2)
cxounD cowRs
comaox/wTANIaLEuaE coxr a sPAcmc Bw
�X
Totalrequ!red canopy coverage for site
(F)
160,960
3.70
Y
Providedanopycoverage
(M+S+dd)
161,800
3.71
enma,aacao:rcnnxo�ea<wo� we 1'.. REIERTGBREc RD-ONG
l2
Excess/deficient overell canopy
(Y -X)
940
0'02
®
NAGulux/Un^pmuei N'Na IRu I —A 1.21 CIDERIINATO-11
1OBBID
,r
WlmertreeRalEuommuslalurcl 1an a nx6Y 11o.n 1.110 CININER NIRVGGOwN,IMTCHE 1
III ROOTED
iM'ICPL/COwwxx NANE
BMdeMxaMwrtoema[n did B... NeenMs11 I'll
mWa A. nnmPyetl, loon 4ee
BxY Ed. Y16'. Abcx
�IRr2)/�iiDfll
FORT WORTH
w
J
D U)
O Z
wO
2 —
� J
LU D
CL
U
0 U
Z °6
Q
J
L3.01
EXHIBIT B — TRACT 15
TME� aM""PaxaExGEpxm�x
RaI -TxDm
DDE-�� �E �D o EExoD
A,
DDx
II II
LI—I
11s iI., APOUND
1=_III=11111111=III- — .—.1111
�I 111 I I1 I I Ex
DRUT=x �x RPROAREIa®xUw a�x
Tree Planting On 5-25% Slopes (20:1 to 4:1 Slopes) D
S.P. NITS
u� FxiI`xEumi`x�SIREO niiDxsEwxmuun.xe,
—i—i—ice• i—
�— �x
PL
1,1
-ll�i= 11= .max HIT.. D.... L.' "
°
OF
�xDxD.PEDEDx Tree Planting (Poor Drainage Condition)
Scale: NTS
ExOR
T IF
11
AROUND NEE NINK AND
'®EE. '® �xFREE
"�E
NAL
x�x.AEwD~xx.'N' Dx.LL m
xuwEPuxDxD .x�rox� ;��'I'D:u°a";NF'Eo'o`
llillll
gmleysHom
II�II IIIIIIII"x"°`°"`"LL
I11—I i—Em 1 =1I r
�.
Typical Tree Staking
scale m
J
� 3
W
.xD
LL
r�
~
FAPRPORUOlR- EIGEs O"LONE°Aoo`.FARE
FORT WORTH
AROUND
xxiaEDDxxDE
co
imiexuDxnDE
�
—
-P I'xI
x
COM PC ON
a °E`�xoC— TAoI�FLNN°xR°UNM°o°akE"
W
.xE �DwExv<DE,xE
"N"
m —III
1 =171 III Al a<xxx.x xE®ED,D
1—I I-1I —III
I1-1T1 1T1 l i'
"ET_UIxEDxxERDx�
A—,.—.A...A.POExDOF—D.PE
g
xx�x xUs.�PPxD";IM)
OR FID I. PPADUAL
a
IN
Typical
Tree Planting (Up to 3" Caliper)
A
„
"L3.02R
sDxD:NS
EXHIBIT B - TRACT 16
IN DEB eFAxmoEo FNmfrvNwinx sNVFcµit"p lxGwjs)mems, uLs.i
xFF vurvs sxwewom
0� m 1`1 rc
�O I
11 I� I —I I I —I I I —I I�—I I —I I I —I I I_
IIII IIII IIIII III=111=III 11=III DEBT IVE FPL�xcmo
eAcx6FCLNe (-y����H���sxmvn.awxFxnr6xwumnc vans =
L �
Shrub Planting atSidewws 8W
_
C w� �6uLVFwP wAprtx�Pat.mFx O %m
stal. Nr
r "
aoT PALL mNM.xALL em�ry AT /'\ � � a
aMx�N axFx mff Fwmxx 6Pm�NtAT�xxs,
Nxsxm txwF �o � s >
' I=11 I I— µ�.Po�6wxam x,NxF66�L � F q� 4
G e III=1 s
"«xa xm xw x� 9-P ,x t� Pox �. x =1 1=1 I_ txx Atxaxm s ° a
xF TM°Rff ICI=1TI
o � nG .xm.wLrAmx .wr x.�M ox:oL:oaPaNTw6 I s
PomsAacx oxnsToxem sTaaLe suesux
gmleysHom
Shrub Planting at Fire Hydrant r Typical Shrub Planting
Stale ws C Stal. MS
..f Iswl LeNoscAeF em § k 3
� FULax�x th Y wNis ANosRGNtAilaN6 O
GO
,�r,'—~�=��_r'��.N�uemom vuNrwssGL nF UJ
xLEI, mm c 6PEtF' "s l r III III— ll= � n,mNtEFELFIC", % p
xu H,mx m. INN—NABAB— 3
� rzxA� I�o�;u6,x6 I III III III —II III=111�ht� w
I —III —III —I 1=— 11=1 rl C7
-MAxxfAt,xxwGAGfMANNx6
= = = METAL EDGING (AT TURF &LANDSCAPE BED) D FxowOFFuxNN66FN FORT WORTH
—III —I IIII—III = H===I1='
I I I� I I —III rcl l l u l 1 I 11= I I —I 1=1TI=1 �e xffm .LI IA' LILI�nt
Scale: l v2' = r-a 'S
PoIM pa.6m aFrt
x6. mf attN.A BIFT6 Pll FFmil6�6861xAiFI6pL� ARauxx aA.EOFBTEMs — BReurvxceV[RNP Cxfr
L co
miu vuruwxrvv[� �icx lnPl • xLe vnmx 'I M ` \ Masf Txarvi IF FITHsxauveECGPoir'EAEo .B .N. _ — — _ o[ott ao. J 'x aNPUN6�vwm xooreau lmr nxmLtm
N11T.ALL.11T.1x meix AvsM rho mvrFFx xa
_— I MIFLLHO„Nx6 Oxsl,xo G xsl w
1II—_
wxxILAn GexLxce ofxoar�ulf-1II—Tlj. xsoma
�1=10 xntxtxwFll1111111j_ sMm6xwLx M„ttLePo III- Poxrv,rvaPxn>"sax 0
_III -III III- =III=III=III_a=III III-III-111111111 IIII IIII II II II I„11-IIII1-III= IBI��ILxNTIFamµeF�MAx (REF PLAIN
Z
III 1=1 I1
1-1111-IIIII-1 II, ,III-III-1 1-
III=III=III=III=II-III=111—I1=1ih Lax�„asr6�aFto =11 TONS Z
NnoON B_F m�MF 1T1=1IeB.�xnFlcln6 unnitro. xeuuxm.N MLL.xFuuxm.D NIN wLAN Q
VANIFIMFOR L .x. GL a
Decomposed Granite Shrub Planting at Curb Shrub Planting On 5-50% (20:1 TO 2:1) Slope TM sox Typical Groundcover Planting
Scel. 1 v2•=r-s' 1 H Scale: NTS Scale:NTS C Scale:NIS A 13.03R
EXHIBIT B - TRACT 17
1 E%ISTINGI
SEWER
6x5'STORM RCB I �®••�®...n �` I I I FACILITY EASEMENT
I2"9EWER
I I (INST NO D22200—)
STING LINE
PROP RETAINING WALL DRAINAGE FACILITY EASEMENT 1
2/RW2 (PER X-26949 CP 1033]6) (PB24-05368) (INST NO D222069099)
--` PROPOSED IS"WRO IIn --- --_
T _ �� -- / DRAINAGE FACILITY EASEMENT \
}� FENCE ON TOP OF RETAINI - _---_ ____—_
_ - -- - ---- - - 1/RW2 - - - - - - /�o ST NO 111110111)
wnu
L_6m 3/RW3
—� —
�. ----
23
' SEE 4/RW6
FOR CROSS e -
SECTION
4 f.�
W°
4 , A T, p eT
1/RW6
° \ 1 VFI 111 I I w0T•I'.a,..,r�l
� I
I � I
_
I
NALL SHALL NOT 1
ENCROACH
PROPERTY LINE
n,
�oFa:P
SEE 3/RW8
'-� FOR CROSS \-
SECTION
2/RW6 -�r
OR
-7 3/RW6 a
I II
7 t v'
I ew
I I �xj
I OR .r '
5 WRW6 I
T WALL SHALL
�'- NOT ENCROACH (-•� 611
,\�\ EASEMENT
�'.o IROP 6• \ \ oe
O' E Fiat FALK SKE: This plan es yOPOSED CB1WR000Irt IRON
developetl directly from KIMLEY HORN CE ON TOP OF RETAINING ovos[D
'GRADING PLAN DATED JUNE 3, 2024, 6WR.—D
SHEET NUMBER C-5.01. This plan Is for \ NOTE: BASED ON THE GEOTECH
e sole purpose of showing what retaining I\ REPORT IT IS ANTICIPATED THAT rDwsEL=B1�'
wall sections to use where and to comment \\ LAYERED LIMESTONE WILL BE
n the site g necessary with r hall view
'\ ENCOUTERED IN THIS SECTION OF \
in retaining walls. Contractor shall review \ e'so s
al Civil Plans for other notes with regard 1 WALL. CONTRACTOR SHALL \I
to the site prior to constructing RETAINING \\ PROVIDE EQUIPMENT CAPABLE TO \ 1 1
1 WALLS. \ EXCAVATE LAYERED LIMESTONE \ FDws, ;-
\ SEE RW5 FOR PIPE CROSSING DETAILS \\ AS REQUIRED TO ACHEIVED RETAINING WALL
TOT TOP OF TOE FOOTING DEPTHS PER THESE (PB24-05360)/-\
=S/
PLANS.
V FF \� FO W6BI
LFE:82:831 .51 T\ \
N \ I WALL SHALL
NOT
s
l
\ \ENCWRSOELtAw= Co
2
W+E EASEMENT
^�! i Lllu
i�l —WATE�R
oTati Tl 41 ,I1
PROP PRIVATE 8-
LINE
SEE 2/RW8
FOR CROSS
SECTION
ZD
�m�twiI�/
E.
^
III TI
— MATCH LINE SHEET C-5.02l
!elWti.�/tir,
Li
'lll
i /I � j
III
I
I
I�
II
lilll liiil
;III I
°bao�
FO
1 1
I I
I
III
"�v
�° \
r l
I
� 11
I
II II � I i I II1 IIIIII II1
III I I I I I I I
e"w'eroi
I I
I
I I
I
I I' I I
1 ,ir'Y
I I IIII
3
H
z
w
d o,
J w
o j �
W 1�
I > t]QN
w o
U i¢o�
oQ wz�
zOrcF SOX
r l o 3r p a Va
oOu WSJ
p Ol 0J
z O Q
�H O
Aeron Bork.s
roT61
1]-24
JOB N0. 1031.23
SP1
EXHIBIT B — TRACT 18
-is r
_ MATCH LINE SHEET C-5.01 _
�..c r T*71�j'"
ems. uce • \ \\ \ \ \ \ I OP RETAI IN WALL I I
�` \ \ P021-8)
WALL HALL NOT ;:.;TTfl w I \; �;," �, IA ;n m „,'' I SEE 3/RW9
E1/RW6 ENCROACH y y,.;� \ FOR CROSS
71
OR w.< -� PROPERTY LINE - R i4„m m \ �„" IIPi` «; ` ry � .. - � � a>onfl I, '° I SECTION �I �ii?9',,3/RW6 "4°,li�am$®,
�a - I�IL 1r, 1 4m
PROP RETAINING ALL;,\1\�\ RGROUND DETENTIONS >I m 19 I II
\x\ WALL SHALL NOT r \�{ L4 1 t1 Dws 14 2�
30sEM N ENCROACH WATER 4 I p� ` 2/RW4
19x ���IIIII
p1 gT N. 0222164 fig) ;y 2/RW7
EASEMENT WALL SHALL E R
It '}10 WATER' %'�% . , , PROP PRNATE I \ H SET TOT
EASEMENT J r ">—° , NOT ENCROACH , -
lR11w7N, i /a'*' , 1/RW7 N` rc =/I \ T` ` --- - �h cl. zz N BELOW RIPRAP
/ „ 3 - EASEMENT „NST. 21 WHERE 4271
E�121 41 I REQUIRED
�. ==hex - - -_
1� °l-S�ersiv! —w ��grvTE FRO �FAE: "hls�plan was��i �T`��1-P -7-:a- -III y e I I I Q
,�^' � _ � _ / __ __-developetl tlirectlyfrom KIMLEY HORN I ✓f' , M }jp 181PM I°In y 3�
m a
ea IJ 1 �� �I /em GRADING PLAN DATED JUNE 3, 2024, I _ u,sl j I I 4,
y �� ,,,TaV / , -'HEFT NUMBER C-5.02. This plan Is for FD sE[ EY.
�.� tlhe sole purpose of showing what retaining I I PRO�E v uN
v � - °3'd WRII sections to use Where antl [O comment I PERMANENT SEW I 5 PEaNn NT SEWER
2'BEWERL r1l - 4
k PAca ISEMErvT
EX\N 2' WATER LINE SEE 2/RW 10 (pERX EWER CPI PROP.10 W TER , on the site aS necessary W ih regards t0 ER d ENS w FAC u*v EASEME /.
EA EMENT A %,5X% a+ssic,/ the retammg walls. Contractor shall reVleW EA EM T IR I NST NO 022215 31�) _ I/ / (NST NO 218095818)' -
(PEN)" 949. CPN I FOR CROSS ,033] r¢ " -
033]6) PROP. PRIVATE �� final Civil Plans for other notes with regard I Eovr�E�,e22.1 5 1,1 1/RW11
\ SECTION SEE 1/RW10 / 21"STORM I,$ ITr �i /�othe site prior to constructing RETAINING P DII li II IIIlo
a FOR CROSS 1 / WALLS. I n./4ye E%ISTIN 15'SEWER SET TOT
PROP PRIVATE _ 9w• LINE E X25]85)
v II SECTION / 2.. STORM BELOW RIPRAP
\ 1 / SEE RW5 FOR PIPE CROSSING DETAILS I t ` I�
yoT z, BLocX] II� 14I n. `'I r l l l l WHERE
1 O6
�
crin�nTO1ACRES I
TOT TOP OF TOE n4° e,3aB SO PT. Iv �I REQUIRED
ro Fb III
_1` //��/ c I /W8E.�82383• ors RENSEDPAR
'I
LOTfi,_°°`��C-O�CK] LOT S, IILOCK] / /�LOT4ye-7 / _ tom'
099]]<m1.RE5 0.]1]11ACRES / / 0.]oo99aa ACRES I / N �I�' 1 1 SSE 4/ W9
43,4fi2 PT n—)Eo PT I Q I 0.7= o PT ) '' ) I /•�/ - FOR CROSS ,I
i I w E I (1—NNTDRAINA.E�'165 SECTION 4503
1, to
\ I I I1 NT (INST NO D2141fi5900
1 +NY I Iri,
I 1 \ Q / 1 I XrETNG
1 �, s \ I\ PROP 9'x B -E I
111 ' v A v v v
*, /w.nNK «,Nr<o � °-� 'Er,ownE� SEE 1/RW8\\
ro.�.��R,, "/ $ ; -_..,_ rv,:a.rr=er .2-- - FOR CROSS = _
u --
EXISTING 18' CURB INLET SECTION
°
(PER -45) _ S85°29'20 B BB]°44'ac t __
// 4' CP (P 5xb'RCB 579°27'27"W
/ / CID S86°49'26" / (pER N2245)� R-145500'_ '(PER K2245) 31.88' -E%9'x5'RCB
E%(P. 5E' x 5' RCB l III r
R K2245)
, � McltkiERSONB VD
E% 24"RCP) /' i I /++�- ��`�-
EXHIBIT B — TRACT 19
POSTGENERAL NOTES 3A Rw — eack611 Pl.bb— m
Eo g inn sea%pmxue recemmenaeeene o,mege«ecxnlml enginerv, an
Sr o]xm m'repecaa n m.amam n^ n n c`aom�pecw I�� onanv las]u osgel
1 t. Deagn Catlea emlequomem M1eanerus" ],wg Ib) awn remain a minimum d, s.
L mm Imamdroml ammng eoae.2p2, Fdmm� ene�gm mmewelivaorrzmv 5omrw eaa«roe wok rare pews on weeks rrom rw aura«
=1ll 1.3. Geomebniwl Report urea
dbi gammn�na''u's maa'"'w"ne° °n °na.l a°Dane"a pomp e,lm
— m
POST
x woraae eeanrig capamy ,wd"«aw zrspp mrrsw"aea,n cam, ne na.mamuemorc"mPaeaeau y p ee.rwa."m.er nagz saw
I.
m ' TM pmu 13.Dealgn PammeMa 3.5 Retal g Il Pertor b—. Maintenance and Omer Comments
WALL SECTION HANDRAIL POST p So1 Pe'a"'rt°" pm e
RW CONTRACT ft OPTION T,,' r" ee inn IWI y mlxFl wi'huree a mh o
a-o wx al.eum wn rt waop°aer
seemdma�baawr«aemnwem deem rre ssaag Peer ,ss p« ends"�"a m z
F.mmds m a
e6 op salvo„ npamm 6... slamglsmx c""alaemtj
am
_ _ _ _ vagamn ovawmms
MAS
a Mmlmm Fader«sd«iro a'"d glawl s,mknv an
o6 r camp Cared 3.6 C,Ia W-1, Conz[rvermin of RemmWngsWallzmrmea omens reps rsa ac coen ae o o u
1 1 % onion Coaamn Cennm«mn 1-1 mein+wr 1"1"11 bnm.n" ap F ens 13 F,
Ppq I� g nitll lei I�I II g` m �„3 "�r'��" eg mapP «nor IImd..m ma, mwmPreaem°°w acesmoma,ee:nwwl apnawmd:mr�ma�pa;waallk«"w�relm;aaiem�anare"rx:x°n� ep;m�edlap;.ga;nn�Re� uma"gg ab.n.araa�m raF,m.n•FramM min ".n•Fb.—I p— -1 1.'f
o���R _r 79
"" p m."ram, remamb.m.n.nFa,a33Fe"a °° re�
2.MateIII
�2 f TYPICAL PLAN VIEW AT BASE P arumwrawre Hal oa mamum.a awvs naea"y ""ul.awmma.""ry aw".rmi ins m - %g
2 t.3oll TYPeaIman " C
M$ii'klu RW1�" b Fm n vev Henn 'h —1. by ers e`au"aewmTwe. minas.". an aura n.aw, awvs.eannelrm mmww`,n� x —n �.qG ° H
a new„mnmvaw maao"y soak oawmpelenceverea wxn weaurer-resknv. memera"enaew 0 0
�ZE
r 2 re 5tl1a(d N mya �m e�h� m° " n n P� e ne ]� a Fxl6"m mmmdl R gdremed w wmre mareee m „F ana,n F y F a P
r1m
,]dp6dh° 3 be. m nedh mr muse �pemn�m. rewa —11e-1 pawamaammerce vnm m.rem�rmenaapnarn.lx• swam gamdmmwrmnperemrea roman a•F ndzs•F.am m.,awwre man be mar. M
ml Pm sal gluavmde saaam=2saP return n««wba�nannamrvmmwewnaxalw nedaeroag•Faae rsmxn pg xaar
1 rvnNmnswcrea memo nmsne'Ilee and«eNmvmerea wxx we`n er-reslnlve wnuiearq elearne,�
RN1 m gw ` Bin dwelleneBm R manm_2eaen our a oursenerbagmPlre. 333i
\ � cc M lineman arom, aenem22 d Iwnrev`mellanaanu'xelrq Cmer"endain`m tlams dameommnee .33A �°
'Pl Ln
Mi. D
� aa<re'rvo +Mar no e]clmaper nSira CSJwapprweo ewal maennreea repo remains. 4.m C.—ealgn for"erzp «ma ry ramaSre"
1 � 6� �\ �o%Pm+inem�'o 2gga n� x. Ravuaeae vn sump o']arae w^smarere�ple�aM p�qn oils=amo ylN2B nays. v• k��3
12.2.olmmaion srone gij$ §$j pypy�
2x �xy3otI y_6. ,y_ emydma �ry w+u nnea,mm,aspam,upa a. meum dwwxmmy aamowrea ana avno-elnmem �n mecmcreem�x eesgmis Pwmdea gas€lg3�gzs"
®18 TYPICAL ]PLAN NEW AT CORNERS 3 Fpare`rvmmmacrs �m Txemrxyancmcreremdlwbae« a meamd®Icnmawanmaamw.eamuecnaerem re nag g�F fi£gg �Eg°€V
o�a�°� m'ae wre l ada� ng,lygw y e renarsmere rla md.anama«,n., h"«
2,3. Rebarl Idl Wlm Fabric IN Requimal 6aggagm ma.im+mm3w'meybe%Win move. plamanwmaa anlNtl pva ji3 E�'af $YS
mm�era pprep �emb.am . pe m in pomp
C 6 0 oc III- e. All weaee r..�re"tiabiumal love mnlm 6erem�k�M1awasTM ae, s. Crane sgwlmy-wkel rorrmiexby Felxarsxa axes-" "rare pmnwFa� ke Fngmen"p, Inc mrmawxpnarw
ry a ayalp _ .. III `�N�SwndwndePmNadam eaadla" ampwaa mwmladmmm.md6mammalmmpmeelnwarmmneePm.mxdeebna
1 O1X wccF _ z.4. arsine la urea mremraam,m ramnm beano by m.en,aox Hoer ran"e er ova r.,amrg wal urea«nor nurse Ives aav Mekesrengam �m �.a. ellanerer. P ree raw, r.awm ro Falkdak. }
°« a III- Imbb rt. reds Inaerswr ry dy mad maMe aura . roranemn �qam n Y
poepdreeewl�b.rvCnacm,ga,.arvpPbpb.nuwa,pI" 1� ,naarmrea...mrse`ann"�:.; P y,
�_=�� aprwa�e �n;lma m,n"a rev.. = a
=III= 2.5 Portland Cemanl Nortnr far Ramining Wall Conarruc6on. •arlinm pvnde. ana um aa�rsm win urea onus O
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anmure aPevacgrea Camtmaaon Reviews ay MnaddsTmmg Can reexnrq review. APlerminng lop wall be >
ydua mdeadn uses pl � ¢ In
inns roream Prer."en a aepn mop v la N
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3.1 Prep -- Wark )- 3 In
6.1 Construction Observations by Falkofake Engineering, Inc. o II
W g
III=1 so a.aw,a b s"emmme mamlldm" I rPo danllnea a"e e,ner �mpravw".nhwm war "wmnane" a«vmmn.IIIne mMranors Rwv enma `r�'°"Im;^�abnn eat m�„a amaana �az�
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— I— 9.2 Enceve[lon n trmn kdake bolos 9 a sdu n
maI
wpaced mwwrea naarvnmewobr —, al Al maeala teMln9 aeall be pertormetl by an approvetl ma en'als eatlng n` \
ca a _ mbaarory - - pia kr means, memotla, ana rtatedel m. \
f.
r mva,ee area In Hain dine wan roounp m,x mmreded an sre sins edorerxe wax mnawauon e.ceeaeawer In F IMM E p�nmB wal per n`6erkse
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m q Ill ll - w" p banmm.ca Irm. diem.,�ar,me","e,nallenne,nemmPa eawmaa re " a Cn-blin Ob,bmna mg
j}}I� m 8.2 Construction Observations by Olhers
SASS
3.3 Well Canatrucllon
as regmrea by me cM cxall ea word—bd by me mmmcmr 3-06-24
mine dna F
I care man wwke"mmawx memmarannmem mwlmess, one wdam aramaae nenma me wan as JOB NO 1031.23
LEGEND ealtlldma amo be I"amuea era maamam «,aa•a c permne dna
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EXHIBIT B - TRACT 20
E, OW"S IF REO'D BE. 1/- ILSO-
RE, I/RlI
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1- F-IRED
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S' 11 BE 'IN
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TYPICAL VERTICAL WALL SECTION
1V3H MAX SLOPE ABOVE WALL JVQH MAXSLOPE BELOW WALL
BEARING IN CLAYEY OR SANDY SOILS
M- .1
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1V:4H MAX SLOPE ABOVE WALL
1V:8H MAX SLOPE BELOW WALL
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RW3 25OPSF FIREIANE SURCHARGE ABOVE WALL 'R '�• RW3 250PSF FIRELANE SURCHARGE ABOVE WALL '/'' '�• RW3
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BEARING IN CLAYEY SOILS R W 3
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EXHIBIT B — TRACT 22
— -- EASE—
TS —3
.. — .1
3 ITI C'0-17--M 3
3 AMID -O7—FS%0=8H I- TOP SOL 1 V-8-
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Ty ICAL VERTICAL WALL SECTION
25OPSF FIRELANE SURCHARGE ABOVE WALL
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JOB NO. 1031.23
RW4
EXHIBIT B — TRACT 23
_ — « — — — —__ ____ 9 — — — — — — — — -
----'
n
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SH— BE IN
WALLS 15-0' TO 19-0' TALL
WALLS 25-0' TO 27-0' TALL
__—_-_____
AT
s BENMIEf�N WELOEo WIaE aPHaIC
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WALLS 10-0' TO 14-0' TALL
WALLS 20-0' TO 24-0' TALL
e
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1 WALL SECTION W/RCP THROUGH FACE OF WALL
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RW5
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F3 TYPICAL VERTICAL WALL SECTION
RW.] 1V,10H MAX SLOPE ABOVE WALL
IV,8H MAX SLOPE BELOW WALL
BEARING BEDROCK
EXHIBIT B - TRACT 24
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R
TYPICAL VERTICAL WALL SECTION
1V-10H MAX SLOPE ABOVE WALL
IV40H MAX SLOPE ABOVE WALL
1V-SH MAXSLOPE BELOW WALL
IV,8H MAX SLOPE BELOW WALL
BEARING IN CLAYEY OR SANDY SOILS
BEARING IN CLAYEY OR SANDY SOILS
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NWC OF MCPHERSON BOULEVARD AND CHISOLM TRAIL PARKWAY neering, Inc.
FORT WORTH, TEXAS Snvctund Engineering Consultants DES AMB
G TX Reg. Engineering Finn F-4036
722 North Fielder Road DRN. e0e
UNITED COMMERCIAL DEVELOPEMENT ECXE c Arlington, Texas 76012 CH w AMB
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MWALL SECTION BEARING IN FILL - UNDERCUT DETAIL
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TYPICAL VERTICAL WALL SECTION 0.11 20
IRWliI IV-10H MAX SLOPE ABOVE WALL
1V-8H MAXSLOPE BELOW WALL JOB �O 1031.23
BEARING IN CLAYEY OR SANDY SOILS R W 1 1
EXHIBIT C - TRACT 1
MASONRY STONE GRAVITY RETAINING WALLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Masonry Stone Gravity Retaining Walls (SGW)
B. Related Requirements:
1. Earthwork
2. Storm Drainage
1.2 REFERENCES
A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced
within the text by the basic designation only.
B. ASTM International (ASTM):
1. ASTM C 150 - Portland Cement.
2. ASTM D422 - Particle -Size Analysis of Soils.
3. ASTM D698 - Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 Ft-Lbf/Ft
3(600 Kn-M/M 3)).
4. ASTM D2166 - Unconfined Compressive Strength of Cohesive Soil.
5. ASTM D2949 - 3-in. Outside diameter poly(vinyl chloride) (pvc) weep pipe.
6. ASTM D2922 - Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth).
7. ASTM D3080 - Direct Shear Test of Soils Under Consolidated Drained Conditions.
8. ASTM D4318 - Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
9. ASTM D4767 - Consolidated Undrained Triaxial Compression Test for Cohesive Soils
10. ASTM D1556 - Density of Soil in Place by the Sand -Cone Method
It. ASTM D2937 - Density of Soil in Place by the Drive Cylinder Method
12. ASTM C 1528 - Dimension Stone for Exterior Use
13. ASTM C618 - Standard Specification for Coal Fly Ash
C. Building Codes Used for Design
1. IBC — International Building Code
1.3 DEFINITIONS
A. Drainage Zone Materials: Free draining "open" aggregate fill extending as shown on the contract documents.
B. Base Soil: Compacted import or in -situ soil beneath (supporting) entire wall.
C. Backfill Soil: Compacted import or in -situ soil behind retaining wall.
D. Global Stability Base: Extended footing required for global stability purposes.
E. Supporting Fill Soils — The fill soils supporting the retaining wall, shall be compacted to 95% standard proctor.
F. Contract Documents — The stamped and signed engineering plans for the project.
1.4 QUALITY ASSURANCE
Target — Chisolm Trail
Fort Worth, Texas 07-02-24
EXHIBIT C - TRACT 2
A. Qualifications: Stone Gravity Wall system installer shall have a minimum of 100,000 square feet of documentable
experience installing SGW systems over eight feet in height on minimum of five projects over the previous two
years. Provide to the Target Construction Manager at the pre -construction conference, a project list with current
references and telephone numbers for the proposed SGW Installer substantiating the required experience.
B. Pre -Construction Meeting: A pre -construction meeting shall be conducted by the General Contractor prior to be-
ginning construction on stone gravity retaining walls. Owner's Construction Manager shall be notified of the date,
time, and location of the meeting. Mandatory attendees include the General Contractor, the wall design engineer of
record, the project geotechnical engineer, the Contractor's testing agency, Owner's independent testing laboratory,
and representatives of all sub -contractors involved with the foundation preparation, erection, and backfilling of the
SGW. Meeting topics shall include, but are not limited to contractor qualifications as stated above; schedule and
phasing of wall construction; coordination with other on -site construction activities; responsibilities of parties; and
sources, quality, and acceptance of materials.
1.5 DELIVERY, STORAGE AND HANDLING
A. Dimension Stone:
1. Check the materials upon delivery to assure the quality of the stone.
2. Prevent excessive mud, wet concrete, epoxies, and like materials which may affix themselves from coming
in contact with the materials.
B. Mortar:
1. Check the mortar upon delivery to assure the batch mix matches the contract documents.
2. Mortar shall be placed with a barrier between the soil and the mortar to protect against contamination.
C. Drainage Materials:
1. Store plastic pipe in accordance with the manufacturer's recommendations to prevent deleterious materials
from becoming affixed or deterioration from sun exposure.
2. Store drainage aggregate to prevent contamination with other materials.
3. Store filter fabric to prevent contamination with other materials.
PART 2 - PRODUCTS
2.1 PORTLAND CEMENT MORTAR
A. Mortar shall be batched at a plant and delivered to the site. The batch shall match or be an approved equal to the
one shown on the contract documents.
B. Facing stone, color and type to be coordinated with Architect.
C. Retempering of mortar is allowed.
2.2 DRAINAGE MATERIALS
A. Drainage collection pipe shall be PVC pipe or corrugated polyethylene (PE) pipe as specified in the contract docu-
ments.
B. Drainage aggregate shall be free -draining material, relative to the surrounding soil in order to prevent build-up of
hydrostatic pressure.
C. Drainage Geotextile:
1. Mirafi 140N or approved equal.
2.3 RETAINED BACKFILL OR COMMON BACKFILL
Target — Chisolm Trail
Fort Worth, Texas 07-02-24
EXHIBIT C - TRACT 3
A. Soil placed behind the drainage zone shall be satisfactory fill material as specified in in the contract documents or
shall be existing onsite soils.
PART 3 - EXECUTION
3.1 PREPARATION
A. Comply with federal, state and local requirements for execution of the work, including local building codes and
current OSHA excavation regulations. Provide excavation support as required to maintain stability of the area dur-
ing excavation and wall construction and to protect existing structures, utilities, landscape features, or property or
improvements.
B. Prior to grading or excavation of the site, confirm the location of the retaining walls and all underground features,
including utility locations within the area of construction. Ensure surrounding structures are protected from effects
of wall excavation.
C. Coordinate installation of underground utilities and other improvements with wall installation.
D. Control surface water drainage and prevent inundation of the retaining wall area during construction.
3.2 EXCAVATION
A. Excavate to lines and grades shown on the Construction Drawings. Take precautions to minimize over -excavation.
Over -excavation shall be backfilled with dimension stone. If a mortared footing is over -excavated, then the di-
mension stone shall be placed mortared. If a dry stone footing is over excavated, then the dimension stone does
not need to be mortared.
B. Inspect excavation prior to placement of footing.
C. In areas where soft, disturbed or otherwise unsuitable soils are encountered within the zone of the wall loading in
the excavations, such unsuitable soils shall be over -excavated to the depths and extents required and replaced. If a
mortared footing is over -excavated, then the dimension stone shall be placed mortared. If a dry stone footing is
over excavated, then the dimension stone does not need to be mortared.
D. Fill over -excavated areas in front of wall footing with approved compacted material before wall construction
reaches 4 feet in height.
E. In areas where a retaining wall or portion of a retaining wall is to be installed into cut, the required excavation
shall extend horizontally to the extent of the width of the retaining wall. The wall may be built to the cut. If the
wall is over cut, then soil shall either be compacted or the drainage zone may be widened.
F. A sloping heel may be required for some of the SGW's. Care should be taken in excavation to ensure a sloping
heel where required.
3.3 WALL CONSTRUCTION
A. The wall shall be constructed to the dimensions as shown on the contract documents. Front leads, back leads, and
string lines shall be set for each wall.
B. Walls shall be inspected during construction to verify mortar use, wall thickness, weep pipes, and control joints.
This is not meant to be an exhaustive list, and the walls in general should be inspected to verify they are con-
structed per the contract documents.
C. The cap of the wall shall be constructed per the contract documents.
3.4 RETAINED BACKFILL PLACEMENT
Target — Chisolm Trail
Fort Worth, Texas 07-02-24
EXHIBIT C - TRACT 4
A. Retained backfill shall be placed in maximum 8-inch-thick compacted lifts and compacted to minimum 93 %
Standard Proctor Maximum Dry Density (ASTM D698), unless a greater requirement is specified by the geotech-
nical engineer. This may be the case if soils behind the retaining wall are supporting buildings, drives, or other
structures. The compaction requirement behind the retaining wall shall be coordinated between the SGW contrac-
tor and the geotechnical engineer prior to construction.
B. If the wall is in a cut situation the wall may be built to the cut.
3.5 DRAINAGE SYSTEM
A. Weep Pipe:
1. Install the weep pipes per the contract documents.
B. Drainage Aggregate:
1. Install drainage aggregate to line, grades, and sections shown on the Drawings.
2. Geotextile shall be installed prior to aggregate placement in accordance with the Drawings.
3.6 CONSTRUCTION
A. SGW Tolerances: Installation of SGW face location shall be within all the following tolerances:
1. Vertical control from plan: f 1.25 inches over a 10 ft. distance.
2. Horizontal location control from plan:
a. Straight lines: ± 1.25 inches over a 10 ft. distance.
b. Straight & radius corner locations: f 1.0 ft.
C. Curves and serpentine radius: f 2.0 ft.
3. Rotation of the wall face during construction:
a. Maximum 2.0 degrees from established wall plan batter.
b. Maximum, f 10.0 % from total established horizontal setback.
4. Bulging: f 1.25 inches over a 10.0 ft. distance.
B. Construction equipment used above retaining walls after they are finished can damage the walls. Care shall be
taken to protect the walls during site development. Below is a list of considerations that should be made to protect
the walls.
1. Examples of construction equipment that have been shown to cause damage include skytraks, telehandlers,
concrete trucks, skid steers, excavators ,and others.
2. Walls shall be a minimum of 2 weeks old prior to equipment use above the wall.
3. Equipment shall not be used on wet/saturated soils above the wall where rutting occurs. This condition
increases the likelihood of damage to the retaining walls.
4. Equipment may be used when it is at least 10'0" from the front of cap of walls or 150% of the wall height
which ever is greater.
5. If equipment needs to be used closer than stated in item 4 above, the Design Engineer of Record for the
retaining walls shall be contacted to verify the wall can support the weight of the construction equipment.
The construction equipment type and weights will need to be provided. Additionally, mats or plywood will
need to be provided to protect the backfill and wall during equipment use.
3.7 FIELD QUALITY CONTROL
A. Field quality control shall be the responsibility of the Contractor in accordance with the contract documents. Ex-
cept for specified mandatory testing, field quality control testing and inspection shall be at the discretion of the
Contractor as necessary to assure compliance with Contract requirements. Owner T&I specified below shall not
be considered a substitute for the Contractor's responsibility to perform similar routine, necessary, and customary
testing and inspection of the methods and frequency suitable for the type of work involved.
Target — Chisolm Trail
Fort Worth, Texas 07-02-24
EXHIBIT C - TRACT 5
3.8 RETAINING WALL PERFORMANCE, MAINTENANCE, AND OTHER COMMENTS
A. Control Joints are provided in the retaining wall to allow for minor movements due to settlement and shrink swell
of the soils. Some cracking may occur in the face of the retaining wall. This cracking, if minor (less than 3/8), may
be cosmetically repaired as desired.
B. The retaining walls are designed to allow surface water to flow over the tops of the retaining walls. Care should be
taken during and after construction to not allow water to pond behind the retaining walls, as this can have a negative
impact on the stability of the retaining walls. Retaining walls are often constructed early in the site development
phase. Surface water management above the top of the walls is the general contractors responsibility prior to the
site being finished. If necessary temporary swales, replacement of eroded soils, and other water maintenance items
may be necessary to protect the retaining walls.
C. If downspouts are located near the back of the retaining wall, they should either be plumbed through the retaining
wall to drain below the wall or collected and tied into the storm sewer. Perforated subsurface pipes shall not be used
behind the retaining walls.
D. Positive drainage (sheet flow) over the top of the walls shall be maintained throughout the life of the structure. If
swales are placed behind the wall, they shall remain clean and free draining. If water is found to be ponding in the
swale it shall be fixed to allow water to freely drain as soon as possible. If swales are found to be eroding, they
should be repaired and maintained.
E. Any broken sprinklers behind the retaining wall shall be turned off and repaired as soon as possible.
F. Over time erosion below or above the retaining wall can occur. Eroded soils shall be replaced and maintained to
protect the and extend the life of the retaining walls.
G. Cranes shall not be used above the retaining wall without approval from the Engineer of Record for the retaining
walls. Cranes apply very large loads to the retaining walls and require special design considerations.
A. OWNER TESTING AND INSPECTION (T&I)
B. The Owner will perform testing and inspection (T & I) but only as a means of verification to the Owner of Con-
tractor quality control performance.
C. Owner T&I specified herein below will be performed by the following: Materials testing will be performed by the
Owner's Construction Testing Laboratory (CTL) in accordance with the contract documents. Construction Obser-
vations will be performed by the Engineer of Record or their representative.
D. Submit test reports in accordance with the contract documents. Test reports shall be sent to the Engineer of Rec-
ord (EOR) for the project. Inspections shall be performed daily. Test reports shall include a minimum of 4 pictures
of construction. The special inspector shall note any noncompliance's with contract documents. Noncompliance
shall either be addressed by the contractor, or may be approved by the EOR. Upon review of the reports with no
outstanding noncompliance issues, and at the end of the project, the FOR shall provide a letter stating that the
walls were constructed in acceptable accordance with their drawings.
E. Soil and Backfill Testing: Shall be performed by a qualified laboratory. Unless otherwise directed by the Owner
or required by this technical scope of work, type and minimum frequency of testing for soils -related portions of
construction shall be as follows.
1. Field density tests in accordance with ASTM D2922 ASTM D2937 and ASTM D 1556:
2. ASTM D2937 and ASTM D 1556 shall be performed in conjunction with ASTM D 2922 at a frequency of
at least one test per 10 nuclear tests, or one per day, whichever is greater:
a. Backfill: One test for every 2,500 square feet per lift. Every other lift shall be tested.
3. Laboratory moisture -density relationships, ASTM D698: One test for every compacted material type.
Target — Chisolm Trail
Fort Worth, Texas 07-02-24
O:/:ILy1r��IZUTHIII
3.5 Retaining Wall Performance, Maintenance, and other Comments.
a) Control Joints are provided in the retaining wall to allow for minor movements due to settlement
and shrink swell of the soils. Some cracking may occur in the face of the retaining wall. This
cracking, if minor (less than 3/8), may be cosmetically repaired as desired.
b) The retaining walls are designed to allow surface water to flow over the tops of the retaining
walls. Care should be taken during and after construction to not allow water to pond behind the
retaining walls, as this can have a negative impact on the stability of the retaining walls.
c) If downspouts are located near the back of the retaining wall, they should either be plumbed
through the retaining wall to drain below the wall or collected and tied into the storm sewer.
Perforated subsurface pipes shall not be used behind the retaining walls.
d) Positive drainage over the top of the walls shall be maintained throughout the life of the
structure. If swales are placed behind the wall, they shall remain clean and free draining. If water
is found to be ponding in the swale it shall be fixed to allow water to freely drain as soon as
possible. If swales are found to be eroding they should be repaired and maintained.
e) Any broken sprinklers behind the retaining wall shall be turned off and repaired as soon as
possible.