HomeMy WebLinkAbout2021/03/02-Attachments-FP-20-140.pdf45' WASTEWATER EASEMENT
(DEDICATED BY THIS PLAT)
/N 73058'35" E ,
AMON TXDOT CM
INST. NO. D199008718 1/2"
CIRF/R
N00°04'37"E
FLOODPLAIN EASEMENT @0
(DEDICATED BY THIS - __ ;T
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50'x25' DRAINAGE
EASEMENT
;DEDICATED BY THIS PLAT)
60' ACCESS EASEMENT
INST. NO. D210221136
FLOODPLAIN EASEMENT
(DEDICATED BY THIS
PLAT)
TRACT 1 I
COCKRELL HILL PARTNERS, INC.
LOT 1, BLOCK 1
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G� G INST. NO. D217186577 — 697 -
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- 107,981 S.F.
52 243 S.F. oo 7.5' WATER EASEMENT
- ____________________ --_ \- � 3R o MIN FFE=527.20' i �-�-
��\' �j� �' 2 r'✓ 1.037 ACRES MIN FFE=527.20'
00 0 15' PRIVATE.DRAINA E " 578'-
45
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N 47 27 44 - VOLUME 388-5, PAGE 10 IS PLAT)
' 5714� (ABANDONED BY THIS PLAT) ��� z EASEMENT UTILITY EASEMENT 0 �� -
67.41 �`O LOT 4R I I (DEDICATED BY TH S _VO_LUME 388-5, PAGO 10 — — — — _o1. _ p
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�`' \ 62,041 S.F. N 00°42'09" W 13.79
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MIN FFE=527.20' 77.45'l' / ° ' — — p I
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571 LOT 4 ( LOT 3 30' PUBLI6 ACCESS _N89°1T52"E 381,300 S.F. 231.07' U
EASEMENT (DEDICATED 376.12, MIN FFE=521. 0' _
—BY THIS PLAT) COOK DRIVE (ABANDONED) 1/2" IRF 50.0' - 6O C
20' WATER EASEMENT COOK RIVE BMON TXDOT CM
o BY CITY ORDINANCE # (ABANDONED) INST. NO. D200007097
(DEDICATED BY THIS z BY CITY &DINANCE # INST. NO. D217186577
PLAT) p 15' DRAINAGE EASEMENT
w I o 7 (pEDICATED BY TOHISPL T) L _ - _ LL'� LOT LOT 12 BMQ TXDOT
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O° 300' COMPRESS R SITE SETB CK FO DETENTION ASEMENT VOLUME 33�88-5, Pt 10 �I — H
PARKING ADDITION �j PR TECTED USE, PUBLIC BUI DIINNG (DEDICATED BY THIS PLAT W _
INST. NO. D203067028 = L 4� I AN HABITABLE STRUCTURE 200' COMPRESSOR LOT 5 LOT 2 LOT 1 J (�
q�00
(DEDICATED BY THIS
PLAT)
SINCLAIR PIPELINE EASEMENT
VOLUME 4669, PAGE 667
15' SANITARY SEWER
EASEMENT
INST.NO. D206289720
TRINITY INDUSTRIAL PARK
LOT 4R, BLOCK
INST. NO. D206289720
SITE S TBACK FOR ccLL
IC 3 LOT 2 PROTE TED USE,
25' WATER EASEMENT co I o PUBLIC BUILDING Min
— ti FORT
VACATED TRINITY BLVD. INST. NO. D203067028 O N RE f�A�ITY OFF RT WORTH V ti Q
V LU E 4�118, PAGE 403
---- CD _ STRI CTl1RES (PARCEL 28C) _____ 20'X20' OPEN SPACE
ORDINANCE NO. 13655
------ -VOWM1<4290, PAGE 537 _ TRINITY OULE�(ARD (ABANDONED) I I RESTRICTION
_ -- \, BY CITY ORDINANCE #
z 4
----- — - -- 298.64' 67�72' CIRF "W.A.I 5714" VOL. 388-47, PG. 989
-- 1/2" CIRF FWS/Y CM
INST. NO
977.37 od Nail Found �, N 89059'40" W
D210221136 30' WATER EASEMENT \ L T 3A, BLOCK 1
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5/8" CIRF FWSLLC/Y ORDINANCE #13655 I Q CONWAY, NO.
MANOR BEA S
O 5/8" CI F INST
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NO. D210221136 (ABA DONED BY I LOT 3B-1-R
INST 10' EASEMENT FOR WIDENING
INST. NO. D203067028 Cl ORDINANCE # ) I
— AND UTILITIES
2596
INS
T. NO. D19822
— — — — — — — — — � I VOL. 388-47, PG. 989
1/2" CIRF 30' DRAINAGE EASEMENT ; I DC 157 LLC I
"PEISERSUR LOT 1, BLOCK 1 VOLUME 388-Y, PAGE 19 20' DRAIN GE VOLUME 388-160, PAGE 3
I
ARCO ADDITION VOLUME�3�ASEMENT 8 - , PAGE 19 AP�ROXIMATE LOCATION
CABINET A, PAGE 617 ______ _
L T 3D-1-R
200' BUILDING SETPACK FOR ___ 50' SINCLAIR PIPELINE EASEMENT
20' DRAINAGE & r . 1966, PG. 511
I PROTECTED USE, I�UBLIC _
V L
BUILDING AND HABITABLE UT LITY EASEMENT
STRUCTURES �/OL 388-47, PAGE 989 -- — —
LOT 3E-R
\ - - 5' U ILITY EASEMENT BMO
\ \\� // VOL. 388-160, PG. 3 I
5/8" CIRF 3/4' IPF
"CARTERBUR
NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF Cl
SUBDIVISION ORDINANCE AND STATE PLATTING STATUTES AND IS SUBJECT TO FINES AND
WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
— NOTES:
TXDO
BEAR
16°3 '53"W
5' UTILITY EASEMEN 0.57I'
VOL. 388-47, PG. 989
I 1 OWNER
COCKRELL HILL PARTNERS INC
I 12977 TRINITY BLVD. STE. 105
EULESS, TX 76040
1) PROPERTY IS CURRENTLY A VACANT LOT, IT WILL BE USED FOR OFFICE WAREHOUSE &
RETAIL/COMMERCIAL WHEN DEVELOPED.
2) SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN
CONFORMANCE WITH THE SIDEWALK POLICY PER "CITY DEVELOPMENT DESIGN STANDARDS".
3) SEE SHEETS 2-4 FOR EASEMENT DIMENSIONS.
4) PRIVATE P.R.V'S WILL BE REQUIRED; WATER PRESSURE EXCEEDS 80 P.S.I.
5) THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND
COLLECTION OF WATER AND WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS
ESTABLISHED ON THE RECORDATION DATE OF THIS PLAT APPLICATION, BASED UPON SCHEDULE
I OF THE CURRENT IMPACT FEE ORDINANCE. THE AMOUNT TO BE COLLECTED IS DETERMINED
UNDER SCHEDULE II THEN IN EFFECT ON THE DATE A BUILDING PERMIT IS ISSUED, OR THE
CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM.
6) CONSTRUCTION PROHIBITED OVER EASEMENTS NO PERMANENT BUILDINGS OR
STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER,
SANITARY SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY EASEMENT OF
ANY TYPE.
SHEET LAYOUT
SHEET 1: OVERALL LAYOUT, LOT DIMENSIONS, GAS WELL SETBACKS, & ABANDONMENTS
SHEET 2: PUBLIC ACCESS EASEMENT DIMENSIONS
SHEET 3: WATER AND WASTEWATER EASEMENTS
SHEET 4: DRAINAGE AND DETENTION EASEMENT DIMENSIONS
SHEET 5: PLAT LANGUAGE
ABBREVIATION LEGEND
ABBR.
DEFINITION
INST. NO.
COUNTY CLERK'S FILE NO.
CIRF
IRON ROD FOUND WITH CAP
CIRS
IRON ROD SET W/CAP STAMPED "W.A.I.
5714"
CM
CONTROLLING MONUMENT
IRF
IRON ROD FOUND
BMON
TXDOT
BRASS TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND
VOL.
VOLUME
PG.
PAGE
FLOOD NOTE
According to the Federal Emergency Management Agency, Flood Insurance Rate Map Community Panel No.
48439CO230L, dated March 21, 2019, this property is within Flood Zone X.
Zone X - Areas determined to be outside the 0.2% annual chance floodplain.
This flood statement does not imply that the property and/or the structure thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or
natural causes. This flood statement shall not create liability on the part of the surveyor.
LAND USE TABLE
GROSS SITE AREA (ACREAGE)
18.421
TOTAL NUMBER LOTS
6
RESIDENTIAL LOTS
NUMBER
0
TOTAL NUMBER DWELLING UNITS
0
ACREAGE
SINGLE FAMILY DETACHED
0
SINGLE FAMILY ATTACHED
0
TWO FAMILY
0
MULTIFAMILY
0
NONRESIDENTIAL LOTS
NUMBER
6
ACREAGE
COMMERCIAL LOTS
18.421
INDUSTRIAL LOTS
0
OPEN SPACE LOTS
0
RIGHT-OF-WAY
0
6*11 ANWkelRi=1kq MIzI:1 =1:�
WINKELMANN & ASSOCIATES
6750 HILLCREST PLAZA DRIVE
SUITE 215
DALLAS, TEXAS 75243
972-490-7090
FINAL PLAT OF
TRINTY CROSSING
LOTS 1 R-6R, BLOCK 1
18.421 ACRES OUT OF THE G.W. COUCH SURVEY, ABSTRACT NO.278
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS,
CASE NUMBER: FP-20-140
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This plat recorded in Document Number
Date
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NOTES:
1) PROPERTY IS CURRENTLY A VACANT LOT, IT WILL BE USED FOR OFFICE WAREHOUSE &
RETAIL/COMMERCIAL WHEN DEVELOPED.
2) SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN
CONFORMANCE WITH THE SIDEWALK POLICY PER "CITY DEVELOPMENT DESIGN STANDARDS".
3) SEE SHEETS 2-4 FOR EASEMENT DIMENSIONS.
4) PRIVATE P.R.V'S WILL BE REQUIRED; WATER PRESSURE EXCEEDS 80 P.S.I.
5) THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND
COLLECTION OF WATER AND WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS
ESTABLISHED ON THE RECORDATION DATE OF THIS PLAT APPLICATION, BASED UPON SCHEDULE
I OF THE CURRENT IMPACT FEE ORDINANCE. THE AMOUNT TO BE COLLECTED IS DETERMINED
UNDER SCHEDULE II THEN IN EFFECT ON THE DATE A BUILDING PERMIT IS ISSUED, OR THE
CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM.
6) CONSTRUCTION PROHIBITED OVER EASEMENTS NO PERMANENT BUILDINGS OR
STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER,
SANITARY SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY EASEMENT OF
ANY TYPE
ABBREVIATION LEGEND
ABBR.
DEFINITION
INST. NO.
COUNTY CLERK'S FILE NO.
CIRF
IRON ROD FOUND WITH CAP
CIRS
IRON ROD SET W/CAP STAMPED "W.A.I.
5714"
CM
CONTROLLING MONUMENT
IRF
IRON ROD FOUND
BMON
TXDOT
BRASS TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND
VOL.
VOLUME
PG.
PAGE
SHEET LAYOUT
SHEET 1: OVERALL LAYOUT, LOT DIMENSIONS, GAS WELL SETBACKS, & ABANDONMENTS
SHEET 2: PUBLIC ACCESS EASEMENT DIMENSIONS
SHEET 3: WATER AND WASTEWATER EASEMENTS
SHEET 4: DRAINAGE AND DETENTION EASEMENT DIMENSIONS
SHEET 5: PLAT LANGUAGE i
i
i
i
i
NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A
VIOLATION OF CITY SUBDIVISION ORDINANCE AND STATE PLATTING STATUTES AND
IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
N
W
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0 15 30 60
Scale 1:40
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INST. NO. D20000798 0
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G0. I APPROXIMATE LOCATION CIRF " A.I. wA
50' SINCLAIR PIPELINE EASEMENT I / 5714"
VOL. 1966, PG. 511
(DEDICATED BY THIS PLAT) --1 15.0' ui _ _
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—� TRINITY CROSSING CIRCLE
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L=21.9$
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30' PUBLIC ACCESS
EASEMENT
(DEDICATED BY THIS PLAT)
II
According to the Federal Emergency Management Agency, Flood Insurance Rate Map Community Panel No
48439CO230L, dated March 21, 2019, this property is within Flood Zone X.
Zone X - Areas determined to be outside the 0.2% annual chance floodplain.
This flood statement does not imply that the property and/or the structure thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or
natural causes. This flood statement shall not create liability on the part of the surveyor.
This plat recorded in Document Number
LOT 6R
Date
0=20°59'35"
R=30.00'
L=10.99'
CL=10.93'
CB=S78°48'04"W
W
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LOT 2
S 89036'51"
231.0
OWNER SURVEYOR/ENGINEER
COCKRELL HILL PARTNERS INC. WINKELMANN & ASSOCIATES
12977 TRINITY BLVD. STE. 105 6750 HILLCREST PLAZA DRIVE
EULESS, TX 76040 SUITE 215
DALLAS, TEXAS 75243
972-490-7090
N45°42'10"W
14.14'
10' PEDESTRIAN CCESS EASEMENT _
(DEDICATED BY THIS PLAT)
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INST. NO.
D217186577
FINAL PLAT OF
TRINTY CROSSING
LOTS 1 R-6R, BLOCK 1
18.421 ACRES OUT OF THE G.W. COUCH SURVEY, ABSTRACT NO.278
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS,
CASE NUMBER: FP-20-140
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FLOOD NOTE
According to the Federal Emergency Management Agency, Flood Insurance Rate Map Community Panel No.
48439CO230L, dated March 21, 2019, this property is within Flood Zone X.
Zone X - Areas determined to be outside the 0.2% annual chance floodplain. /
This flood statement does not imply that the property and/or the structure thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or /
natural causes. This flood statement shall not create liability on the part of the surveyor.
ABBREVIATION LEGEND
ABBR.
DEFINITION
INST. NO.
COUNTY CLERK'S FILE NO.
CIRF
IRON ROD FOUND WITH CAP
CIRS
IRON ROD SET W/CAP STAMPED
"W.A.I. 5714"
CM
CONTROLLING MONUMENT
IRF
IRON ROD FOUND
BMON
TXDOT
BRASS TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND
VOL.
VOLUME
PG.
PAGE
N
iT
M
T.
D.
18
N 73058'35" E
2.67'
NUU" U4'3 /"t
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COCKRELL HILL PARTNERS, INC.
6Q \ INST. NO. D217186577
/ N60041'45"E \ LOT 3R
49.29' \� CIRF
N 47°27'4�" E "W.A.I. 40' WATER &
N60°41'45"E
5714" WASTEWATER EASEMENT
67.41'� (DEDICATED BY THIS PLAT)
45' WASTEWATER EASEMENT
(DEDICATED BY THIS PLAT)
LOT 4R
CIRF /
"W.A.I.
5714" \
1pU6 3�Q/ S60°41'30"W 20.00'-
6O 15' SS EASEMENT
\� -(DEDICATED BY THIS
/ ° PLAT)
S29 18 30 E 15.00
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VICINITY MAP APPROXIMATEILIPCATION
NOT TO SCALE I 50' SINCLAIR PAP LINE EASEN�ENT
VOL. 1966, PG. I511
15' WASTEWATER EASEMENT
I (DEDICATED BY THIS PLAT)
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v �N� i y 47.06 F- 148.21 7�1 N00°38'13"W 20.01142.54
�;X;ixx��,:. �,
99017'52"E 344.96' — — — — — — — —
/ 15 WATER EASEMENT
BY THIS PLAT
_UI
376.12' _ —
E 337.11' S00°36'16"E S11°11'56"E 21.12'�� N11°11'56"W 21.12'
1.13- -�
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5714" / I I 15' SS EASEMENT
/ I (DEDICATED BY
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I _ (DEDICATED BY THIS PLAT)
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PROPERTY IS CURRENTLY A VACANT LOT, IT WILL BE USED
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DEVELOPED.
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SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL
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STANDARDS".
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3)
SEE SHEETS 2-4 FOR EASEMENT DIMENSIONS.
4)
PRIVATE P.R.V'S WILL BE REQUIRED; WATER PRESSURE
EXCEEDS 80 P.S.I.
5)
THE CITY OF FORT WORTH HAS AN ORDINANCE
IMPLEMENTING THE ASSESSMENT AND COLLECTION OF
WATER AND WASTEWATER IMPACT FEES. THE TOTAL AMOUNT
ASSESSED IS ESTABLISHED ON THE RECORDATION DATE OF
THIS PLAT APPLICATION, BASED UPON SCHEDULE I OF THE
1/2" CIRF FWS/Y
CURRENT IMPACT FEE ORDINANCE. THE AMOUNT TO BE
CM
COLLECTED IS DETERMINED UNDER SCHEDULE II THEN IN
INST. NO.
EFFECT ON THE DATE A BUILDING PERMIT IS ISSUED, OR THE
D210221136
CONNECTION DATE TO THE MUNICIPAL WATER AND/OR
WASTEWATER SYSTEM.
6)
CONSTRUCTION PROHIBITED OVER EASEMENTS NO
PERMANENT BUILDINGS OR STRUCTURES SHALL BE
5/8" CIRF FWSLLC/Y Q
CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER,
SANITARY SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR
OTHER UTILITY EASEMENT OF ANY TYPE.
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20.00' ORDINANCE #13655
60d Nail Found
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This plat recorded in Document Number
LOT 6R
BLOCK 2
LOT 6
200' COMPRESSOR SITE SETBACK FOR
PROTECTED USE, PUBLIC BUILDING AND
HABITABLE STRUCTURES
Date
-� 00 38'13"E 19.99'-
L28 I 15' SS EASEMENT
(DEDICATED BY -
BLOCK 5 I THIS PLAT)
N89021'47"E 15
LOT 3
LOT 9 LOT jr
MINIMUM FINISHED FLOOR 522.10
S 89036'51 " W
231.07'
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7.5' WATER EASEMENT
(DEDICATED BY THIS PLAT) I I
LOT 1 I I
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INST. NO. D21718657
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INST. NO. D190140359
LOT 2 LOT 1
LOT 5 , ^T
LOT 4
— — CITY OF FORT WORTH
VOLUME 4118, PAGE 403
REMAINDER OF CITY OF FORT WORTH
(PARCEL 28C) S89°59'40"E 101.60' icy
VOLUME 4290, PAGE 537 r
NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND
BOUNDS IS A VIOLATION OF CITY SUBDIVISION ORDINANCE AND
STATE PLATTING STATUTES AND IS SUBJECT TO FINES AND
WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
fV
00 o i o OWNER
M c`? IRF COCKRELL HILL PARTNERS INC.
o L — — — o � - "W.A.I. 12977 TRINITY BLVD. STE. 105
z N89 5940 W 101.44 5714" EULESS, TX 76040
30' WATER EASEMENT
(BY THIS PLAT) QI
5/8" CIRF
r%A/Q1 I f1/V
WINKELMANN & ASSOCIATES
6750 HILLCREST PLAZA DRIVE
SUITE 215
DALLAS, TEXAS 75243
972-490-7090
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VOLUME 388-5, PAGE 10
SHEET LAYOUT
SHEET 1: OVERALL LAYOUT, LOT DIMENSIONS, GAS WELL
SETBACKS, & ABANDONMENTS
SHEET 2: PUBLIC ACCESS EASEMENT DIMENSIONS
SHEET 3: WATER AND WASTEWATER EASEMENT DIMENSIONS
SHEET 4: DRAINAGE AND DETENTION EASEMENT DIMENSIONS
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LOTS 1 R-6R, BLOCK 1
18.421 ACRES OUT OF THE G.W. COUCH SURVEY, ABSTRACT NO.278
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CITY OF FORT WORTH, TARRANT COUNTY, TEXAS,
CASE NUMBER: FP-20-1405
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NOTES:
1) PROPERTY IS CURRENTLY A VACANT LOT, IT WILL BE USED FOR OFFICE WAREHOUSE &
RETAIL/COMMERCIAL WHEN DEVELOPED.
2) SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN
CONFORMANCE WITH THE SIDEWALK POLICY PER "CITY DEVELOPMENT DESIGN STANDARDS".
3) SEE SHEET 2-4 FOR EASEMENT DIMENSIONS.
4) PRIVATE P.R.V'S WILL BE REQUIRED; WATER PRESSURE EXCEEDS 80 P.S.I.
5) THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND
COLLECTION OF WATER AND WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS
ESTABLISHED ON THE RECORDATION DATE OF THIS PLAT APPLICATION, BASED UPON SCHEDULE
I OF THE CURRENT IMPACT FEE ORDINANCE. THE AMOUNT TO BE COLLECTED IS DETERMINED
UNDER SCHEDULE II THEN IN EFFECT ON THE DATE A BUILDING PERMIT IS ISSUED, OR THE
CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM.
6) CONSTRUCTION PROHIBITED OVER EASEMENTS NO PERMANENT BUILDINGS OR
STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER,
SANITARY SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY EASEMENT OF
ANY TYPE
LOT 1, BLOCK 1 —
NORTHEAST INDUSTRIAL
CENTER ADDITION
INST. NO. D199259338
CABINET A, SLIDE 5375
SHEET LAYOUT st Q,\\ O
SHEET 1: OVERALL LAYOUT, LOT DIMENSIONS, GAS WELL , " 0153- 661
SETBACKS, & ABANDONMENTS �� �ZO O1*0
SHEET 2: PUBLIC ACCESS EASEMENT DIMENSIONS oi \AO
SHEET 3: WATER AND WASTEWATER EASEMENTS
SHEET 4: DRAINAGE AND DETENTION EASEMENT DIMENSIONS
SHEET 5: PLAT LANGUAGE / �P
NOTICE: SELLING A PORTION OF THIS ADDITION BY METES
AND BOUNDS IS A VIOLATION OF CITY SUBDIVISION
ORDINANCE AND STATE PLATTING STATUTES AND IS
SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND, -
BUILDING PERMITS. i 600
CIRF "W.A.I.
N 47027'4 5714"
67.41'
50'x25' DRAINAGE
EASEMENT ;� \
(DEDICATED BY THIS PLAT)
SEE DETAIL "A" CIRF "W.A.I.
/ 5714"
N 73058'35" E
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CIRF "W. I.
50 SINCLAIR PIPELINE EASEMENT 5714"
VOL. 1966, PG. 511 gM twoTXDOT M I I� s�
INST. NO. D200007 9� Ln
LOT 1 R I r �� Q
NOTICE: I �I
AN UPDATED DRAINAGE STUDY IN CONFORMANCE WITH THE DRAINAGE STUDY LL
(Pi)SWM-2019-0460 TRINITY RETAIL @ FM157 SHALL BE REQUIRED FOR ANY I `(�' I al in O
DEVELOPMENT OF LOTS 1R, 2R, 3R, 4R AND 5R, BLOCK 1. DRAINAGE STUDY NEEDS TO I I § _
BE ACCEPTED BY CFW PRIOR TO ANY GRADING OR BUILDING PERMIT ISSUANCE ON LOTS I II = W U
1R, 2R, 3R, 4R AND 5R, BLOCK 1 OF TRINITY RETAIL AREA. DETENTION VOLUMES I I �1 J
REQUIRED FOR LOTS 1R & 2R ARE 1.4 ACRE-FEET, FOR LOTS 3R & 4R ARE 0.8 ACRE-FEET, !�
& FOR LOT 5R IS 0.9 ACRE-FEET. 49.17' ' I ;�
LOT 2R I N89°17'52'-F� I<
N00°19'09"W ;>
TRACT 3 I DETENTION VOLUME REQUIRED FOR 15.00'
COCKRELL HILL PARTNERS, INC. LOTS 1R, 2R & A PORTION OF LOT 6R S89°1 7'52"W ,"
LOT 3R INST. NO. D217186577 ARE 1.4 ACRE-FEET ��S89°17'52"W
I 9.04' W , N I 22.70
15' PRIVATE (DRAINAGE ti I I oo. W S44°17'52"W
EASEMENT -It Nz
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DETENTION VOLUME REQUIRED FOR I I (DEDICATED BY THIS PLAT) �o I I o 0) CV (o I
LOTS 3R & 4R ARE 0.8 ACRE-FEET - -'- - - - - Z - N O
LOT 4R
DRAINAGE EASEMENT
(DEDICATED BY THIS PLAT)
�-----
— I L
— — — — —
BLOCK 4 L22IL
TRIN TY CROSSING CIRCLESoo°36'16"E
AMON TXDOT CM FLOODPLAIN INST. NO. D199008718Ar
� EASEMENT N60°42'08"W
—' (DEDICATED ILOT 220.69'
CBY THIS LOT 4 I ILOT 3N00°0PLAT) I I DRAINAGE EASEMENT
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(DEDICATED BY THIS (PLAT)
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EASEMENT LOT 8
\ (DEDICATE LOT 6 BY LOT 5 I LOT 7 —
60' ACCESS EASEMENT THIS PLAT) I I I
INST. NO. D210221136 \( I
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DETENTION VOLUME REQUIRED FOR 1
LOTS 5R 0.9 ACRE-FEET
o / I I 300' COMPRESSOR SITE SETBACK FOR
PROTECTED USE, PUBLIC BUILDING
AND HABITABLE STRUCTURES
�I o\ LOT 4
�I I N13°43'24"W I L' LOT 1
CD 1 I 27.34'
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57.40'_
S01°48'02"E
52.23'
-- 143.26' �- 55.44 k_
1/2" CIRF FWS/Y CM 977 37' 60d Nail Found
INST. NO. 30' WATER EASEMENT
D210221136 ORDINANCE #13655
FLOOD NOTE
According to the Federal Emergency Management Agency, Flood Insurance Rate Map Community Panel No
48439CO230L, dated March 21, 2019, this property is within Flood Zone X.
Zone X - Areas determined to be outside the 0.2% annual chance floodplain.
This flood statement does not imply that the property and/or the structure thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or
natural causes. This flood statement shall not create liability on the part of the surveyor.
L19
00L177
�N89°17'52"E
_OT 5S29°17'52"W
13.25'
CIRF W.A.I.
�115714"
3�5 45'�i61�'�3"EiAPPROXIMATE LOCATION
LOT 5
LOT 6R MINIMUM FINISHED FLOOR 522.10
LOT 4
15.00' p�TRINITY CROSSING CIRCLE U)
2236.08'
L0L _J
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LOT 3
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(DEDICATED BY THIS PLAT)
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LOT 8
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�17.68'UTILITY
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5.59'N89°23'44"E
161.13'VOLUME
388-5, PAGE
10
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CITY OF FO
VOLU� E 411
WORTH
PAGE 403
OF CITY OF FORT WORTH _
(PARCEL 28C)VOLUME
4291�PAG&537-
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76231'
"W.A.I.
5714"
�� N 89°59'40" W15.0
This plat recorded in Document Number
Date
BMON TXDOT CM
INST. NO. D200007097
INST. NO. D217186577
BMON DOT
2
LOT 3A, BLLOCK 1OWNER
ABBREVIATION LEGEABBR.
DEFINITION
INST. NO.
COUNTY CLERK'S FILE NO.
CIRF
IRON ROD FOUND WITH CAP
CIRSIRON
ROD SET W/CAP STAMPED "W.A.I.
5714"
CM
CONTROLLING MONUMENT
IRF
IRON ROD FOUND
BMON
TXDOT
BRASS TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND
VOL.
VOLUME
PG.
PAGE
VICINITY MAP
NOT TO SCALE
SINCLAIR PIPELINE EASEMENT
VOLUME 4669, PAGE 667
15'SANITARY SEWER
EASEMENT
INST.NO. D206289720
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TRINITY INDUSTRIAL PARK
LOT 4R, BLOCK
INST. NO. D206289720
DETAIL "A"
SCALE: 1" = 60'
N 73058'35" E
2.67'
NN TXDOT CMD199008718 CIRF1/2" 'W.A.I.CII�P/R 5714" N00°04'37"E@0.55'N29°16'50"W
25.00'
ND COCKRELL HILL PARTNERS INC.
12977 TRINITY BLVD. STE. 105
EULESS, TX 76040
6411C yjWile]N1�►MIzI��:�
WINKELMANN & ASSOCIATES
6750 HILLCREST PLAZA DRIVE
SUITE 215
DALLAS, TEXAS 75243
972-490-7090
VV.A.I.
5714"
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50'x25'DRAINAGE
EASEMENT(BY THIS PLAo0No oaa L (0 No 0
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FINAL PLAT OF
TRINTY CROSSING
LOTS 1R-6R, BLOCK 1
18.421 ACRES OUT OF THE G.W. COUCH SURVEY, ABSTRACT NO.278
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS,
CASE NUMBER: FP-20-140
SHEET
4
OF
5
OWNERS CERTIFICATE
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS COCKRELL HILL PARTNERS INC., is the sole owner of a tract of land situated in the G.W. COUCH SURVEY,
ABSTRACT NUMBER 278, in the City of Fort Worth, Tarrant County, Texas, and being the same tract of land
described as Tract 3 in deed to Cockrell Hill Partners, Inc., as recorded in County Clerk's Instrument Number
D217186577, Official Public Records, Tarrant County, Texas, and being more particularly described as follows:
BEGINNING at a Brass Monument stamped "Texas Department of Transportation" found for the Southeasterly end
of a corner clipat the intersection of the Westerly right-of-way of Highway 157 a variable width right-of-way and
Y g Y g Y � g Y
the Southerly right-of-way of Trinity Boulevard, a variable width right-of-way, said monument being a
Northeasterly corner of said Tract 3;
THENCE South 00 deg 42 min 12 sec East, departing said corner clip and along the Westerly right-of-way of said
Highway 157 and along the Easterly line of said Tract 3, a distance of 411.03 feet to a Brass Monument stamped
"Texas Department of Transportation" found for corner;
THENCE South 89 deg 36 min 51 sec West, departing said Westerly right-of-way and continuing along a North line
of said Tract 3, a distance of 231.07 feet to a 1/2-inch iron rod found for corner;
THENCE South 00 deg 23 min 09 sec East, continuing along an East line of said Tract 3, a distance of 397.75 feet to
a 1/2-inch iron rod with red plastic cap stamped "W.A.I. 5714" found for corner, said iron rod being situated in the
Northerly line of a tract of land as described in deed to XTO Energy Inc., as recorded in County Clerk's Instrument
Number D210221136, Official Public Records, Tarrant County, Texas;
THENCE North 89 deg 59 min 40 sec West, along the Northerly line of said XTO Energy Inc. tract and continuing
along the Southerly line of said Tract 3, a distance of 977.37 feet to a 1/2-iron rod with yellow plastic cap stamped
"FWS" found for the Northwest corner of said XTO Energy Inc. tract and the Southwest corner of said Tract 3, said
iron rod being situated in the Easterly line of Lot 1, Block A, DFW Auto Auction Parking Addition, an addition to the
City of Fort Worth, Tarrant County, Texas, according to the Plat thereof recorded in County Clerk's Instrument
Number D203067028, Official Public Records, Tarrant County, Texas;
THENCE North 00 deg 08 min 19 sec West, along the Easterly line of said Lot 1 and the Westerly line of said Tract
3, a distance of 456.34 feet to a point for corner from which a 1/2-inch iron rod with red plastic cap found bears
North 00 deg 04 min 37 sec East, at a distance of 0.55 feet, said point being the Northwesterly corner of said Tract
3 and the Northeasterly corner of said Lot 1, and being situated in the Southerly right-of-way of said Trinity
Boulevard;
THENCE along the Northerly line of said Tract 3 and the Southerly right-of-way of said Trinity Boulevard the
following:
North 73 deg 58 min 35 sec East, a distance of 2.67 feet to a 1/2-inch iron rod with red plastic cap stamped
"W.A.I. 5714" found for corner;
North 60 deg 43 min 10 sec East, a distance of 196.85 feet to a 1/2-inch iron rod with red plastic cap
stamped "W.A.I. 5714" found for corner;
North 47 deg 27 min 44 sec East, a distance of 67.41 feet to a 1/2-inch iron rod with red plastic cap stamped
"W.A.I. 5714" found for corner;
North 60 deg 43 min 10 sec East, a distance of 213.09 feet to a 1/2-inch iron rod with red plastic cap
stamped "W.A.I. 5714" found for corner, said iron rod being the beginning of a curve to the right, with a
radius of 1,372.40 feet, a central angle of 28 deg 37 min 00 sec, a chord bearing of North 75 deg 01 min 39
sec East, and a chord length of 678.35 feet;
Along said curve to the right, an arc distance of 685.45 feet to a 1/2-inch iron rod with red plastic cap
stamped "W.A.I. 5714" found for corner, said iron rod being the Northwesterly end of said corner clip;
THENCE South 67 deg 09 min 36 sec East, along said corner clip, a distance of 131.43 feet to a 1/2-inch iron rod
with red plastic cap stamped "W.A.I. 5714" found for corner;
THENCE South 42 deg 11 min 47 sec East, along said corner clip, a distance of 23.19 feet to the POINT OF
BEGINNING.
CONTAINING within these metes and bounds 18.421 acres or 802,432 square feet of land, more or less. Bearings
shown hereon are based upon an on -the -ground Survey performed in the field on the 10th day of April, 2019,
utilizing a G.P.S. bearing related to the Texas Coordinate System, North Texas Central Zone (4202), NAD 83, grid
values from the GeoShack VRS network.
OWNERS DEDICATION
STATE OF TEXAS §
COUNTY OF COLLIN §
NOW, THEREFORE, KNOWN ALL MEN BY THESE PRESENTS
THAT COCKRELL HILL PARTNERS INC., acting herein by and through its duly authorized officers, does hereby
adopt this Record Plat designating the herein described property as TRINTY CROSSING, Lots 1 R-6R, Block 1,
and does hereby dedicate to the public use forever, the streets and alleys shown thereon. The streets and alleys are
dedicated for street purposes. The City of Fort Worth and public utility entities shall at all times have full right for the
purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters and adding to or
removing all or parts of their respective systems without the necessity at any time procuring permission from
anyone. This Preliminary Plat approved subject to all platting ordinances, rules, regulations, and resolutions of the
City of Fort Worth, Texas.
WITNESS, my hand, this the day of 12020.
OWNER:
BY: COCKRELL HILL PARTNERS INC.
By:
FAROOQ WAZIRALI
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, a Notary Public in and for The State of Texas, on this day personally appeared FAROOQ WAZIRALI,
known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged
to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 12020.
Notary Public, State of Texas
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
That I Leonard J. Lueker, do herebycertify that I prepared this plat and the field notes made a art thereof from an
Y p p p p
actual on the ground survey of the land, that the corner monuments shown thereon were properly placed under my
personal supervision, in accordance with the Subdivision Regulations of the City of Fort Worth, Texas.
PRELIMINARY - This document shall not be recorded for any purpose and shall not be used or viewed or relied upon
as a final survey document.
Leonard J. Lueker
Registered Professional Land Surveyor
Texas Registration No. 5714
Winkelmann & Associates, Inc.
6750 Hillcrest Plaza Drive, Suite 215
Dallas, Texas 75230 Phone: (972) 490-7090
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, a Notary Public in and for The State of Texas, on this day personally appeared Leonard J. Lueker, known
to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that
he executed the same for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 12020.
Notary Public, State of Texas
This plat recorded in Document Number
WATER / WASTEWATER IMPACT FEES
The City of Fort Worth has an ordinance implementing the assessment and collection of water and wastewater impact fees. The total amount
assessed is established on the recordation date of this plat application, based upon schedule I of the current impact fee ordinance. The
amount to be collected is determined under schedule 11 then in effect on the date a building permit is issued, or the connection date to the
municipal water and/or wastewater system.
UTILITY EASEMENTS
Any public utility, including the City of Fort Worth, shall have the right to move and keep moved all or part of any building, fence, tree, shrub,
other growth or improvement which in any way endangers or interferes with the construction, maintenance, or efficiency of its respective
systems on any of the easements shown on the plat; and they shall have the right at all times to ingress and egress upon said easements for
the purpose of construction, reconstruction, inspection, patrolling, maintaining, and adding to or removing all or part of its respective systems
without the necessity at any time of procuring the permission of anyone.
TRANSPORTATION IMPACT FEES
The City of Fort Worth has an ordinance implementing the assessment and collection of transportation impact fees. The total amount
assessed is established on the approval date of this plat application, based upon Schedule 1 of the impact fee ordinance in effect as of the
date of the plat. The amount to be collected is determined under Schedule 2 of said ordinance, and is due on the date a building permit is
issued.
SITE DRAINAGE STUDY
A site drainage study, showing conformance with the approved roadway drainage plan, may be required before any building permit will be
issued on this site (a grading plan in some instances may be adequate.) If the site does not conform, then a drainage study may be required
along with a CFA for any required drainage improvements and the current owner shall submit a letter to the Department of Transportation and
Public Works stating awareness that a Site Drainage Study will be required before any permit is issued. The current owner will inform each
buyer of the same.
FLOODPLAIN RESTRICTION
No construction shall be allowed within the floodplain easement, without the written approval of the Director of Transportation and Public
Works. In order to secure approval, detailed engineering plans and/or studies for the improvements, satisfactory to the Director, shall be
prepared and submitted by the party(s) wishing to construct within the flood -plain. Wher e construction is permitted, all finished floor
elevations shall be a minimum of two (2) feet above the floodplain base flood elevation resulting from ultimate development of the watershed.
FLOOD PLAIN/DRAINAGE-WAY: MAINTENANCE
The existing creek, stream, river, or drainage channel traversing along or across portions of this addition, will remain unobstructed at all times
and will be maintained by the individual lot owners whose lots are traversed by, or adjacent to, the drainage -ways. The City of Fort Worth will
not be responsible for the maintenance, erosion control, and/or operation of said drainage -ways. Property owners shall keep the adjacent
drainage ways traversing their property clean and free of debris, silt or other substances which would result in unsanitary conditions, and the
City shall have the right of entry for the purpose of inspecting the maintenance work by the property owners. The drainage -ways are
occasionally subject to storm water overflow and/or bank erosion that cannot be defined. The City of Fort Worth shall not be liable for any
damages resulting from the occurrence of those phenomena, nor the failure of any structure(s) within the drainage -ways. The drainage -way
crossing each lot is contained within the floodplain easement line as shown on the plat.
CONSTRUCTION PROHIBITED OVER EASEMENTS
No permanent buildings or structures shall be constructed over any existing or platted water, sanitary sewer, drainage, gas, electric, cable or
other utility easement of any type.
BUILDING PERMITS
No building permits shall be issued for any lot in this Subdivision until an appropriate CFA or other acceptable provisions are made for the
construction of any applicable water, sewer, storm drain, street lights, sidewalks, or paving improvements; and approval is first obtained from
the City of Fort Worth.
SIDEWALKS
Sidewalks are required adjacent to both sides of all public and private streets, in conformance with the Sidewalk Policy per "City Development
Design Standards".
BUILDING CONSTRUCTION DISTANCE LIMITATION TO AN OIL OR GAS WELL BORE/ PADSITE
Pursuant to the Fort Worth City Code, no building(s) not necessary to the operation of an oil or gas well shall be constructed within the
setbacks required by the current Gas Well Ordinance and adopted Fire Code from any existing or permitted oil or gas well bore or padsite.
The distance shall be measured in a straight line from the well bore or padsite to the closest exterior point of the building, without regards to
intervening structures or objects.
OIL OR GAS WELL PROXIMITY TO BUILDINGS
Building(s), not essential or necessary to the operation of an oil or gas well within this subdivision, shall not be constructed within 200ft. (or
other distance granted by City Council variance) from any existing oil or gas well bore hole. The measured distance shall be in a straight line
from the well bore to the closest exterior point of such building(s), without regards to intervening structures. Lots and non -essential buildings
within this subdivision may be adversely impacted by operations associated with drilling, production, maintenance, re -working, testing, or
fracture stimulation of a well.
Setback from Gas Site/Compressor facility identifies Public Building and Protected Uses and will also require Habitable Structures for the 300
foot setback to the perimeter of the compressor facility site.
PUBLIC OPEN SPACE EASEMENTS
No structure, object, or plant of any type may obstruct vision from a height of 24-inches to a height of 11-feet above the top of the curb,
including, but not limited to buildings, fences, walks, signs, trees, shrubs, cars, trucks, etc., in the public open space easement as shown on
this plat.
PRIVATE COMMON AREA AND FACILITIES
The City of Fort Worth shall not be held responsible for the construction, maintenance or operation of any lots containing private common
areas or facilities identified as such on this plat. Said areas shall include, but not be limited to: private streets, emergency access easements,
and gated security entrances; recreation areas, landscaped areas and open spaces; water and wastewater distribution systems and
treatment facilities; and recreation/clubhouse/exercise/ buildings and facilities. The land owners and subsequent owners of the lots and
parcels in this subdivision, acting jointly and severally as a land owners association, shall be responsible for such construction, reconstruction,
maintenance and operation of the subdivision's private common areas and facilities,
and shall agree to indemnify and hold harmless the City of Fort Worth, Texas, from all claims, damages and losses arising out of, or resulting
from the performance of the obligations of said owners association, as set forth herein.
Date
OWNER
COCKRELL HILL PARTNERS INC.
12977 TRINITY BLVD. STE. 105
EULESS, TX 76040
SURVEYOR/ENGINEER
WINKELMANN & ASSOCIATES
6750 HILLCREST PLAZA DRIVE
SUITE 215
DALLAS, TEXAS 75243
972-490-7090
LINE TABLE
LINE #
BEARING
DISTANCE
L1
S20016'10"E
61.24'
L2
S33045'16"W
52.16'
L3
S06025'42"W
56.12'
L4
S650 3018"W
38.20'
L5
S02002'04"E
38.33'
L6
S86007'57"E
5.64'
L7
S30029'15"E
60.27'
L8
N29002'25"E
45.84'
L9
N74024'20"E
39.25'
L10
N01022'12"W
36.85'
L11
S66002'06"W
24.89'
L12
N81006'43"W
38.05'
L13
N43035'26"W
43.68'
L14
N04025'44"E
64.75'
L15
N24050'16"W
45.84'
L16
N89017'52"E
34.64'
L17
N30042'08"W
14.25'
L18
N00036'41"W
27.78'
L19
N89023'44"E
15.00'
L20
S00036'41 "E
31.32'
L21
S89023'44"W
15.50'
L22
S00036'16"E
8.85'
L23
S89028'52"W
25.90'
L24
S00042'08"E
10.00,
L25
S89028'52"W
25.90'
L26
N44017'52"E
29.50'
L27
S00042'08"E
36.87'
L28
N89017'52"E
15.00'
L29
N00042'08"W
36.87'
L30
S85014'41 "E
7.18'
w
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CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CH. L
CH. B
C1
1023'24"
1,325.40'
32.15'
30.92'
32.15'
27.93'
S64028'02"W
C2
88035'29"
20.00'
S69008'01 "E
C3
81'16'52"
90000'00"
20.03'
20.00'
28.41'
26.09'
N37053'27"E
S45042'08"E
C4
31.42'
28.28'
C5
69000'25"
20.00'
24.09'
22.66'
N33048'04"E
C6
101019'35"
20.00'
35.37'
30.94'
N51021'56"W
FoRTWORTH
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
THIS PLAT IS VALID ONLY IF RECORDED
WITHIN NINETY (90) DAYS OF APPROVAL.
PLAT APPROVAL DATE:
BY:
CHAIRMAN
BY:
SECRETARY
FINAL PLAT OF
TRINTY CROSSING
LOTS 1 R-6R, BLOCK 1
18.421 ACRES OUT OF THE G.W. COUCH SURVEY, ABSTRACT NO.278
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS,
CASE NUMBER: FP-20-140
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