12-Final Construction Plan.pdf

PDF 47 MB Posted

Attached to
PW-Comancheria Way 24 Inch Water Line (City Project Number 106854)
Solicitation number
26-0277
Issued by
Tarrant County, Texas

About this file

This is a Final Construction Plan document for the City of Fort Worth's Madero Phase 12 development project, prepared by LJA Surveying, Inc. The project encompasses approximately 41.169 acres of land situated in the Matthew Ashton Survey and Empson Thompson Survey in Denton County, Texas. The construction plan details the installation of approximately 1,530 linear feet of 24-inch PVC water line using open-cut methods, with one section encased in approximately 20 linear feet of CSS backfill. The project includes two gate valves with vaults, one blow-off valve, and one 4-inch combination air release valve. The plat dedicates multiple residential lots across blocks 26 through 71 to the public use and establishes easements for utilities and rights-of-way. The project is not affected by the 100-year floodplain according to FEMA Flood Insurance Rate Map Number 48121C0490 G, dated April 18, 2011.

The construction plan establishes multiple conditions and requirements for development, including the necessity for site drainage studies prior to building permit issuance, water and wastewater impact fee assessments, and transportation impact fees due at the time of permit issuance. Sidewalks are required adjacent to both sides of all public and private streets in conformance with City Development Design Standards. The plan specifies that the landowners and subsequent owners acting jointly as a Land Owners Association shall be responsible for construction, maintenance, and operation of private common areas and facilities. Private pressure reducing valves are required for lots in NS4 due to water pressure exceeding 80 PSI. All set corners are marked with 5/8-inch iron rods with plastic caps stamped "LJA SURVEYING," and the survey is based on Texas State Plane Coordinate System, North Central Zone, NAD83 with a combined scale factor of 1.00012.

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M A

D E

R O

P

H A

S E

MADERO

LJA Surveying, Inc.

3017 W 7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382

PRIVATE P.R.V.'s WILL BE REQUIRED FOR LOTS IN NS4; WATER PRESSURE EXCEEDS 80 P.S.I.FOR REFERENCE ONLY

M A

D E

R O

P

H A

S E

MADERO

LJA Surveying, Inc.

3017 W 7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382

NOTES

1. HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH

CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2010), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES

SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.

2. ALL SET CORNERS ARE 5/8 INCH IRON RODS WITH PLASTIC CAPS STAMPED "LJA SURVEYING" UNLESS

OTHERWISE NOTED.

3. 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.

4. ANY PUBLIC FRANCHISED 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.

5. A SITE DRAINAGE STUDY, SHOWING CONFORMANCE WITH THE APPROVED ROADWAY DRAINAGE PLAN, MAY BE

REQUIRED BEFORE ANY BUILDING PERMIT IS 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 NECESSARY DRAINAGE IMPROVEMENTS. THE CURRENT OWNER SHALL SUBMIT A LETTER

TO THE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS DIRECTOR 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.

6. 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.

7. SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN

CONFORMANCE WITH THE SIDEWALK POLICY PER CITY DEVELOPMENT DESIGN STANDARDS.

8. 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.

9. SUBJECT TRACT IS NOT AFFECTED BY 100-YEAR FLOODPLAIN PER FEMA - FLOOD INSURANCE RATE MAP

NUMBER 48121C0490 G, DATED APRIL 18, 2011.

10. PARKWAY IMPROVEMENTS SUCH AS CURB AND GUTTER, PAVEMENT TIE-IN, DRIVE APPROACHES, SIDEWALKS

AND DRAINAGE INLETS MAY BE REQUIRED AT TIME OF BUILDING PERMIT ISSUANCE VIA A PARKWAY PERMIT.

11. 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.

12. 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 LOTS AND FACILITIES SHALL INCLUDE, BUT ARE NOT LIMITED TO: PRIVATE STREETS, EMERGENCY

ACCESS EASEMENTS, AND GATED PRIVATE ENTRANCES, RECREATION, LANDSCAPE, AND OPEN SPACE AREAS;

WATER AND WASTEWATER DISTRIBUTION, COLLECTION, AND TREATMENT FACILITIES, AND CLUBHOUSE, RECREATION BUILDINGS AND OUTDOOR FACILITIES.

THE LANDOWNERS 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.

13. 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 BUILDING, WITHOUT REGARDS TO INTERVENING STRUCTURES OR OBJECTS.

SURVEYOR'S CERTIFICATE

I, AARON C. BROWN, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PLAT SHOWN HEREON

DOES ACCURATELY REPRESENT THE PROPERTY AS DETERMINED BY AN ON THE GROUND SURVEY, MADE UNDER MY DIRECT

SUPERVISION, AND THAT ALL CORNERS ARE AS SHOWN.

AARON C. BROWN

REGISTERED PROFESSIONAL LAND SURVEYOR

TEXAS REGISTRATION NO. 6702

DATE: _________________

TO BE KNOWN AS:

LOTS 51-68 & 5X-6X, BLOCK 26; LOTS 1-22, BLOCK 64

LOTS 1-22, BLOCK 65; LOTS 1-22, BLOCK 66

LOTS 1-23 & 1X-2X, BLOCK 67

LOTS 1-14, 16-32 & 15X, BLOCK 68; LOTS 1-32, BLOCK 69

LOTS 1-7 & 1X, BLOCK 70; LOTS 1-20 & 1X, BLOCK 71

MADERO

AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE EASEMENTS AND

RIGHTS-OF-WAY AS SHOWN HEREON.

EXECUTED THIS DAY OF , A.D. 2026.

GBTM SENDERA LLC

A DELAWARE LIMITED LIABILITY COMPANY

BY:

NAME: AARON GUTHRIE

TITLE: AUTHORIZED SIGNER

STATE OF TEXAS )(

COUNTY OF ___________ )(

BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED

____________________, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME

THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.

GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF , A.D. 2026.

NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS

MY COMMISSION EXPIRES:

OWNER'S DEDICATION

STATE OF TEXAS )(

COUNTY OF DENTON )(

WHEREAS GBTM SENDERA, LLC IS THE OWNER OF A 41.169 ACRE TRACT OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, AND THE EMPSON

THOMPSON SURVEY, ABSTRACT NO. 1245, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED TO GBTM

SENDERA, LLC, AS RECORDED IN COUNTY CLERKS FILE NO. 2020-132253, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY

DESCRIBED BY METES AND BOUNDS AS FOLLOWS:

BEGINNING AT THE NORTHEAST CORNER OF SAID GBTM SENDERA TRACT, SAME BEING ON THE SOUTH LINE OF SONGBIRD ADDITION, AN ADDITION TO DENTON

COUNTY, TEXAS BY PLAT RECORDED IN CABINET H, PAGE 83, PLAT RECORDS, DENTON COUNTY, TEXAS, SAME BEING THE NORTHWEST CORNER OF THAT TRACT OF

LAND DESCRIBED TO GRBK EDGEWOOD, LLC AS RECORDED IN COUNTY CLERKS FILE NO. 2021-227988, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND

FROM WHICH A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00°16'24” EAST, A DISTANCE OF 0.70 FEET;

THENCE SOUTH 00°19'50" EAST, WITH THE EAST LINE OF SAID GBTM TRACT, A DISTANCE OF 1,191.69 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED “LJA

SURVEYING” SET (HEREINAFTER REFERRED TO AS “IRON ROD SET”);

THENCE DEPARTING SAID EAST LINE, AND CONTINUING OVER AND ACROSS SAID GBTM SENDERA TRACT THE FOLLOWING COURSES AND DISTANCES:

SOUTH 89°40'10" WEST, A DISTANCE OF 820.96 FEET TO AN IRON ROD SET;

NORTH 41°14'22" WEST, A DISTANCE OF 48.41 FEET TO AN IRON ROD SET;

SOUTH 48°45'38" WEST, A DISTANCE OF 19.08 FEET TO AN IRON ROD SET;

SOUTH 07°35'13" WEST, A DISTANCE OF 15.05 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF

225.00 FEET, AND A CHORD THAT BEARS SOUTH 17°15'07" EAST, 116.94 FEET;

WITH SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 30°07'24", AN ARC-DISTANCE OF 118.29 FEET TO AN IRON ROD SET;

SOUTH 87°48'36" WEST, A DISTANCE OF 50.00 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF

175.00 FEET, AND A CHORD THAT BEARS NORTH 46°15'37" WEST, 243.44 FEET;

WITH SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 88°08'26", AN ARC-DISTANCE OF 269.21 FEET TO AN IRON ROD SET;

SOUTH 89°40'10" WEST, A DISTANCE OF 446.50 FEET TO AN IRON ROD SET;

NORTH 00°19'50" WEST, A DISTANCE OF 50.00 FEET TO AN IRON ROD SET;

SOUTH 89°40'10" WEST, A DISTANCE OF 3.50 FEET TO AN IRON ROD SET;

NORTH 45°19'50" WEST, A DISTANCE OF 14.14 FEET TO AN IRON ROD SET;

NORTH 00°19'50" WEST, A DISTANCE OF 362.64 FEET TO AN IRON ROD SET;

NORTH 44°40'10" EAST, A DISTANCE OF 14.14 FEET TO AN IRON ROD SET;

NORTH 89°40'10" EAST, A DISTANCE OF 3.50 FEET TO AN IRON ROD SET;

NORTH 00°19'50" WEST, A DISTANCE OF 50.00 FEET TO AN IRON ROD SET;

SOUTH 89°40'10" WEST, A DISTANCE OF 3.50 FEET TO AN IRON ROD SET;

NORTH 45°19'50" WEST, A DISTANCE OF 14.14 FEET TO AN IRON ROD SET;

NORTH 00°19'50" WEST, A DISTANCE OF 558.03 FEET TO AN IRON ROD SET;

NORTH 45°35'50" EAST, A DISTANCE OF 20.87 FEET TO AN IRON ROD SET;

SOUTH 88°28'29" EAST, A DISTANCE OF 3.72 FEET TO AN IRON ROD SET;

NORTH 01°31'31" EAST, A DISTANCE OF 83.46 FEET TO AN IRON ROD SET ON THE NORTH LINE OF SAID GBTM SENDERA TRACT, SAME BEING ON THE SOUTH LINE

OF SAID SONGBIRD ADDITION;

THENCE SOUTH 89°29'51" EAST, WITH SAID NORTH LINE A DISTANCE OF 1,498.74 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 41.169

ACRES (1,793,310 SQ. FEET), OF LAND.

FOR REFERENCE ONLY

CITY OF FORT WORTH

DENTON COUNTY, TEXAS

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

CITY OF FORT WORTH

GENERAL NOTES

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

CITY OF FORT WORTH

GENERAL NOTES

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

CITY OF FORT WORTH

GENERAL NOTES

¾

¾ ¾

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

GENERAL NOTES

WATER GENERAL CONSTRUCTION NOTES

GRADING GENERAL CONSTRUCTION NOTES

EROSION & SEDIMENT CONTROL GENERAL

SANITARY SEWER GENERAL CONSTRUCTION NOTES

STORM DRAIN GENERAL CONSTRUCTION NOTES

CONSTRUCTION NOTES

PAVING GENERAL CONSTRUCTION NOTES

STANDARD LANDSCAPING (GRASS ONLY)

PARKS AND RECREATION DEPARTMENT NOTES

PARKS AND RECREATION DEPARTMENT NOTES

OVERALL PRESSURE

PLANE MAP

CITY OF FORT WORTH

DENTON COUNTY, TEXAS

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400

OVERALL WATER PLAN

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

WL1

WATER PLAN &

PROFILE

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

WL1

WATER PLAN &

PROFILE

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400

WATER DETAILS

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386

08.28.2025

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710 Suite 400

ISWM CONSTRUCTION

PLAN

CITY OF FORT WORTH

DENTON COUNTY, TEXAS

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710

DETAILS

CITY OF FORT WORTH

DENTON COUNTY, TEXAS

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710

DETAILS

CITY OF FORT WORTH

DENTON COUNTY, TEXAS

COMANCHERIA

WAY 24-INCH

WATERLINE

6060 North Central Expressway Phone 469.621.0710

File details come from the government source that posted it. Updated .