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GRAPHIC SCALE IN TEST �
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16.8/' ' ,/ - °o\,y„ N38'30'52'E/- �656'E NORTH NO. 5 LTD. I / Inst.* 2020-125895
\ / F 30.04' ., N6�° A' I R. P. R. D. C. T.
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INST.# 2020-125897
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IRS I1 Inst.# 2020-125898
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Inst.# 2016-119802
R.P.R.D.C.T. R = 2045.0 0i
L = 844.00'
LC= N 47° 49' 20"W
838.02' i = 20° 57' 03''
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CURVE TABLE \ L = 405.881,
NO.
DELTA
RADIUS
LENGTH
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DISTANCE
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54'
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970
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80. 00 /
1 35.
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870
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1 58.
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LINE TABLE N350 59'56''W
i Lot 3, Block 3
„ , 93.56' I i 5RS Alliance Center North
L 1 S 5 9° 3 8 1 5 i City of Fort Worth Inst. # 2019-369
IRS �� I I Inst. # 2020-10318
L 2 N 5 9° 3 8 1 5 W 1 3. 3 3 C 2 R. P. R. D. C. T. R. P. R. D. C. T.
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FORT WORTH /' A FINAL PLAT OF
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CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
THIS PLAT IS VALID ONLY IF RECORDED WITHIN
NINETY (90)DAYS AFTER DATE OF APPROVAL
Plat Approval Date:
IBy • Chairman
IB y ° Secretary
of , oc
Alliance Center North
AN ADDITION TO THE CITY OF FORT WORTH, SITUATED IN THE
G.W. SHAMBLIN SURVEY, ABSTRACT NUMBER 1191, THE
A.HENDERSON SURVEY, ABSTRACT NUMBER 596 AND THE
P. MATTHEWS SURVEY, ABSTRACT NUMBER 865
DENTON COUNTY, TEXAS
Date of Preparation August, 2020 63.672 Acres
THIS DOCUMENT FILED IN INSTRUMENT NUMBER DATE_________ ACF# 603921
Cn
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Job #:
HWA20040
evasions:
n,
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PELOTIONDrawn
By:
W.Blades
Checked By:
T.Bridges
N
I LAND SOLUTIONS
Date:
8.1.2020
=
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9800 HILLWOOD PARKWAY, SUITE 250
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FORT WORTH, TEXAS 76177 PH.# 817-562-3350
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STATE OF TEXAS
COUNTY OF DENTON
KNOWN ALL MEN BY THESE PRESENTS ALLIANCE CENTER NORTH NO. 5 LTD. IS THE SOLE OWNER OF
THE FOLLOWING DESCRIBED PROPERTY TO WIT:
BEING A TRACT OF LAND SITUATED IN THE G.W SHAMBLIN SURVEY, ABSTRACT NUMBER 1191, THE A. HENDERSON
SURVEY, ABSTRACT NUMBER 596, AND THE P. MATTHEWS SURVEY, ABSTRACT NUMBER 865, CITY OF FORT WORTH,
DENTON COUNTY, TEXAS AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED BY DEED TO ALLIANCE
CENTER NORTH NO. 5, LTD, RECORDED IN INSTRUMENT NUMBER 2019-124236 AND ALL OF THAT TRACT OF LAND
DESCRIBED BY DEED TO ALLIANCE CENTER NORTH NO. 5, LTD. RECORDED IN INSTRUMENT NUMBER 2020-125897,
REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE NORTHWEST
CORNER OF THAT TRACT OF LAND DESCRIBED BY DEDICATION DEED TO THE CITY OF FORT WORTH, RECORDED IN
INSTRUMENT NUMBER 2020-10318, SAID COUNTY RECORDS, BEING THE BEGINNING OF A CURVE TO THE
RIGHT, FROM WHICH A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" FOUND AT THE NORTHEAST
CORNER OF SAID CITY OF FORT WORTH TRACT, BEARS S 81°16'53"E, 80.00 FEET;
THENCE WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 405.88 FEET, THROUGH A CENTRAL ANGLE OF
20°57'03", HAVING A RADIUS OF 1110.00 FEET, THE LONG CHORD OF WHICH BEARS S 19°11'39"W, 403.62
FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTCN" SET, AT THE BEGINNING OF A
CURVE TO THE RIGHT;
THENCE WITH SAID CONCENTRIC CURVE TO THE RIGHT, AN ARC DISTANCE OF 209.54 FEET, THROUGH A
CENTRAL ANGLE OF 15°00'25", HAVING A RADIUS OF 800.00 FEET, THE LONG CHORD OF WHICH BEARS
S 37°10'24"W, 208.94 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET, AT THE
BEGINNING OF A CURVE TO THE LEFT;
THENCE WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 104.29 FEET, THROUGH A CENTRAL ANGLE OF
05°53'35", HAVING A RADIUS OF 1014.00 FEET, THE LONG CHORD OF WHICH BEARS S 41°43'48"W, 104.25
FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET;
THENCE S 38°47'01"W, 65.81 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET, AT THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 135.55 FEET, THROUGH A CENTRAL ANGLE OF
97°04'44", HAVING A RADIUS OF 80.00 FEET, THE LONG CHORD OF WHICH BEARS S 87°19'23"W, 119.91
FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET;
THENCE N 44°00'00"W, 5.60 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET, AT THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 158.46 FEET, THROUGH A CENTRAL ANGLE OF
07°51'39", HAVING A RADIUS OF 1155.00 FEET, THE LONG CHORD OF WHICH BEARS N 39°55'46"W, 158.34
FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET;
THENCE N 35°59'56"W, 93.56 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET, AT THE BEGINNING OF A CURVE TO THE LEFT;
THENCE WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 844.00 FEET, THROUGH A CENTRAL ANGLE OF
23°38'48", HAVING A RADIUS OF 2045.00 FEET, THE LONG CHORD OF WHICH BEARS N 47°49'20"W, 838.02
FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET;
THENCE N 59°38'44"W, 530.68 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET IN THE EAST RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 35W, RECORDED IN TEXAS DEPARTMENT OF
TRANSPORTATION DONATION DEED, INSTRUMENT NUMBER 2017-45970, REAL PROPERTY RECORDS, DENTON COUNTY,
TEXAS;
THENCE N 30°21'16"E, 953.98 FEET, WITH SAID EAST RIGHT-OF-WAY LINE TO A TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND.
THENCE S 59°38'15"E, 13.33 FEET, WITH SAID EAST RIGHT-OF-WAY LINE TO A TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND;
THENCE N 30°21'45"E, 89.39 FEET, WITH SAID EAST RIGHT-OF-WAY LINE TO A TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND;
THENCE N 59°38'15"W, 13.33 FEET, WITH SAID EAST RIGHT-OF-WAY LINE TO A TEXAS DEPARTMENT OF
TRANSPORTATION MONUMENT FOUND;
THENCE N 30°21'45"E, 309.58 FEET, WITH SAID EAST RIGHT-OF-WAY LINE TO A 5/8 INCH IRON ROD WITH
PLASTIC CAP STAMPED "PELOTON" SET;
THENCE S 89°39'30"E, 701.72 FEET, DEPARTING SAID EAST RIGHT-OF-WAY LINE TO A 5/8 INCH IRON ROD
WITH PLASTIC CAP STAMPED "PELOTON" FOUND;
THENCE S 64°43'33"E, 76.06 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
FOUND;
THENCE N 89°51'08"E, 510.93 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET;
THENCE S 45°15'49"E, 28.34 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET;
THENCE S 00°22'46"E, 297.03 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET, AT THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 422.63 FEET, THROUGH A CENTRAL ANGLE OF
21°48'55", HAVING A RADIUS OF 1110.00 FEET, THE LONG CHORD OF WHICH BEARS S 10°31'42"W, 420.08
FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET;
THENCE S 21°26'09"W, 216.46 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET, AT THE BEGINNING OF A CURVE TO THE LEFT;
THENCE WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 318.31 FEET, THROUGH A CENTRAL ANGLE OF
15°19'33", HAVING A RADIUS OF 1190.00 FEET, THE LONG CHORD OF WHICH BEARS S 13°46'22"W, 317.36
FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET;
THENCE S 06°06'36"W, 193.00 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON"
SET, AT THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 50.54 FEET, THROUGH A CENTRAL ANGLE OF
02°36'32", HAVING A RADIUS OF 1110.00 FEET, THE LONG CHORD OF WHICH BEARS S 07°24'52"W, 50.54
FEET TO THE POINT OF BEGINNING AND CONTAINING 2,773,555 SQUARE FEET OR 63.672 ACRES OF LAND MORE
OR LESS.
TO BE KNOWN AS:
LOT 1, BLOCK 2
ALLIANCE CENTER NORTH
AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AND DO HEREBY
DEDICATE TO THE PUBLIC'S USE FOREVER THE EASEMENTS AND RIGHTS -OF -WAY AS
SHOWN HEREON, EXCEPT THOSE EASEMENTS AND RIGHTS -OF -WAY CREATED OR DEDICATED
BY SEPARATE INSTRUMENT.
STATE OF TEXAS
COUNTY OF DENTON
I, THE UNDERSIGNED, OWNERS OF THE LAND SHOWN ON THIS PLAT, AND
DESIGNATED AS LOT 1, BLOCK 2, ALLIANCE CENTER NORTH, AN ADDITION
TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AND DO HEREBY
DEDICATE TO THE PUBLIC'S USE FOREVER THE EASEMENTS AND RIGHTS —OF —WAY
AS SHOWN HEREON, EXCEPT THOSE EASEMENTS AND RIGHTS —OF —WAY CREATED OR
DEDICATED BY SEPARATE INSTRUMENT.
EXECUTED THIS THE DAY OF A.D., 2020.
ALLIANCE CENTER NORTH NO. 5 LTD.
A TEXAS LIMITED PARTNERSHIP
BY: AIL GP, LLC
A TEXAS LIMITED LIABILITY COMPANY,
ITS GENERAL PARTNER
BY:
L. RUSSELL LAUGHLIN
EXECUTIVE VICE PRESIDENT
STATE OF TEXAS
COUNTY OF TARRANT
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON , 2020
BY L. RUSSELL LAUGHLIN, EXECUTIVE VICE PRESIDENT OF AIL GP, LLC, A
TEXAS LIMITED LIABILITY COMPANY, IN ITS CAPACITY AS GENERAL PARTNER
OF ALLIIANCE CENTER NORTH NO. 5 LTD. A TEXAS LIMITED PARTNERSHIP, ON
BEHALF OF SAID LIMITED PARTNERSHIP.
NOTARY PUBLIC, STATE OF TEXAS
MY COMMISSION EXPIRES:
CERTIFICATION
I, TODD A. BRIDGES, REGISTERED PROFESSIONAL LAND SURVEYOR OF THE
STATE OF TEXAS, DO HEREBY CERTIFY THAT THE MAP SHOWN HEREON
ACCURATELY REPRESENTS THE DESCRIBED PROPERTY AS DETERMINED BY A
SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION IN
AUGUST, 2020, AND THAT ALL CORNERS ARE AS SHOWN.
TODD A. BRIDGES
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXAS REGISTRATION NO. 4940
''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'' 22 TAC 663.18C
Todd A. Bridges, RPLS 4940
Date: 11/4/2020
DENTON COUNTY NOTES:
THE MAINTENANCE OF PAVING, GRADING, AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS
SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNERS AND
DOES NOT CONSTITUTE ACCEPTANCE OF THE SAME FOR MAINTENANCE PURPOSES BY DENTON
COUNTY.
ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS,
FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE
OF THE DRAINAGE FACILITY.
BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE
EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODPLAIN IS PROHIBITED.
DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF
LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS.
THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION
WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY
OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE
COURSES ALONG OR ACROSS THE LOTS.
NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED
WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED
FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOWING
THAT NO RISE IN THE BASE FLOOD ELEVATION (BEE) WILL RESULT, THAT NO FLOODING
WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND
SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A
PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR
ELEVATIONS SHALL BE A MINIMUM OF 2 FOOT ABOVE THE 100-YEAR FLOOD ELEVATION.
NOTES:
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 II 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.
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 FLOODPLAIN.
WHERE 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.
FLOODPLAIN/ 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
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
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 FLOOD -PLAIN
EASEMENT LINE AS SHOWN ON THE PLAT.
PRIVATE COMMON AREAS 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
ARE NOT LIMITED TO: PRIVATE STREETS, EMERGENCY ACCESS EASEMENTS, AND GATED
SECURITY ENTRANCES; RECREATION AREAS, LANDSCAPE AREAS, AND OPEN SPACES;
WATER AND WASTEWATER DISTRIBUTION SYSTEMS AND TREATMENT FACILITIES; AND
RECREATION / CLUBHOUSE / EXERCISE / BUILDINGS AND FACILITIES.
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".
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.
FEMA FLOODPLAIN
SUBJECT TRACT AFFECTED BY FLOODPLAIN PER FEMA FLOOD INSURANCE RATE
MAP NUMBER 48121CO495G, DATED APRIL 18, 2011.
PARKWAY PERMITS
PARKWAY IMPROVEMENTS SUCH AS CURB & GUTTER, PAVEMENT TIE-IN, DRIVE
APPROACHES, SIDEWALKS AND DRAINAGE INLETS MAY BE REQUIRED AT TIME OF
BUILDING PERMIT ISSUANCE VIA A PARKWAY PERMIT.
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.
ALL CORNERS SET ARE 5/8 INCH IRON RODS WITH PLASTIC CAPS STAMPED "PELOTON"
UNLESS OTHERWISE NOTED.
OIL OR GAS WELL PROXIMITY
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. THE DISTANCE
SHALL BE MEASURED IN A STRAIGHT LINE FROM THE WELL BORE TO THE CLOSEST
EXTERIOR POINT OF THE SUCH BUILDING, WITHOUT REGARDS TO INTERVENING
STRUCTURES OR OBJECTS.
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.
FINAL ISWM REQUIRED RELATED TO SWM-2018-0553
A FINAL STORM WATER MANAGEMENT PLAN (SMWP) DEMONSTRATING HOW SITE RUNOFF
WILL BE MITIGATED TO PRECLUDE ANY ADVERSE IMPACT TO THE SURROUNDING AREA
(AS DEFINED BY THE EDITION OF THE CITY OF FORT WORTH INTEGRATED STORMWATER
MANAGEMENT CRITERIA MANUAL CURRENT AT THE TIME THE SWMP IS SUBMITTED) MUST
BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT WORTH FOR EACH INDIVIDUAL
LOT PRIOR TO 1.0 ACRE OR MORE OF LAND DISTURBANCE.
PRIVATE P.R.V.'S
PRIVATE P.R.V.'S WILL BE REQUIRED; WATER PRESSURE EXCEEDS 80 P.S.I.
A FINAL PLAT OF
Lot 1, Block 2
Alliance Center North
AN ADDITION TO THE CITY OF FORT WORTH, SITUATED IN THE
G.W. SHAMBLIN SURVEY, ABSTRACT NUMBER 1191, THE
A.HENDERSON SURVEY, ABSTRACT NUMBER 596 AND THE
P. MATTHEWS SURVEY, ABSTRACT NUMBER 865
DENTON COUNTY, TEXAS
Date of Preparation August, 2020 63.672 Acres
ACF# 603921
Cn
Job #:
HWA20040
Revisions:
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PELOTON
Drawn By:
W.Blades
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Checked By:
T.Bridges
N N
I LAN D SOLUTIONS
I I I
Date:
8.1.2020
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9800 HILLWOOD PARKWAY, SUITE 250
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FORT WORTH, TEXAS 76177 PH.# 817-562-3350