Page 1 of 24 cowmmcrno O0IO3 CT ae STORMWATER FACILITY ee MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of , by and between CENTEX HOMES, acting by and through CE ESTATE COMPANY, LLC, hereinafter referred to as “LLandowner’’, the WITNESSE WHEREAS, the Landowner is the owner ain real property described as an ERS Survey, Abstract 1696, vécorded in Instrument Number approximately 4.262 acre tract located in the Tarrant County, Texas according the’ Ag D205313853, County Records, CR as, hereinafter called the “Property”.
RO Plan known as LAKEPOINTE PHASE 4 0 wh Ceeding to build on and develop the Property according to the S hereinafter called the is expressly made a part hereof, as approved or to be approved by the Landowner and Association provides for management of Stormwater-w fines of the Property; and quire that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on-site Stormwater Management Facilities (“Facility”) as shown on the Plan be constructed and adequately maintained by the STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Rev. 11/17/2016 - Page 2 of 24 Landowner, its successors and assigns, including Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit “A” (“Facility Property”); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located.
agree as follows: 1. The Landowner and Association, its successq construct and maintain the on-sifa. Stormwa Management Facility (‘Facility’) at no expense to the City rt Worth in accordance with the
agree as follows: 1. The Landowner and Association, its successq construct and maintain the on-sifa. Stormwa Management Facility (‘Facility’) at no expense to the City rt Worth in accordance with the design specifications for the Facilj hisd }s Exhibit “B”, and the current ity of Fort Worth and with the ed to this Agreement as Exhibit “C”’.
standards then in force an Operations and Maintenanee allpipes, channels or other conveyances built acility, as well as all structures, improvements, Y control the quantity and quality of the stormwater.
seis herein defined as good working condition so that avé performing their design functions. The Stormwater trol Maintenance Checklists, attached to this Agreement as eptable to the City.
2. The Landowner and Association, 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 Facilities, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 11/17/2016 Page 3 of 24 / replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken.
3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiené and/or to respond to citizen complaints. The City shall provide the Laride commence with the repairs if necessary.
City deems necessary. The purpose of inspection is to follow-up on reported deficiené and/or to respond to citizen complaints. The City shall provide the Laride commence with the repairs if necessary.
4. In the event the Landowner and the Association, its s oGsolp fails to maintain the Facility in good working City, its authorized agents and employees, ma and take whatever steps _necess 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 or the Association. 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 11/17/2016 Page 4 of 24 — This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF F WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FRO OR CAUSES OF ACTION WHATSOEVER ARISI MIGHT ARISE, FROM THE FAILURE OF LAN FUTURE OWNERS OF THE FAC RTY TO MAINTAIN THE FACILITY, INCLUDI BUT T LIMITED TO THE BED AND BANKS OF E D IN POND; ANY DAMAGES CAUSED TO PERS R PROPERTY DUE TO (1) FLOODING OF THE POND A KS, (2) SLOPE FATLURE OF THE BANKS OF TH FAILURE OF THE POND OR ITS BANKS TO OPERA ANMANNER CONSISTENT WITH CITY ét preclude construction of other improvements within the
TO (1) FLOODING OF THE POND A KS, (2) SLOPE FATLURE OF THE BANKS OF TH FAILURE OF THE POND OR ITS BANKS TO OPERA ANMANNER CONSISTENT WITH CITY ét preclude construction of other improvements within the sgment, which do not impede drainage. Landowner and above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood.
This Agreement shall be recorded among the land records of Tarrant County, Texas, 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Page 5 of 24 Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of CENTEX HOMES as Landowner hereunder shall expire and be of no further force or effect upon the transfer (“Transfer”) by CENTEX HOMES to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of CENTEX HOME; Landowner hereunder which have accrued and are due, payable Transfer.
Executed this/ Uk. day of bly yy 20 tf y ©) CENTEX HOMES CITY ) ORTH A Nevada General Partnership By: Centex Real Estate Company, LLC A Nevada Limited Liability Company fka Centex Real Estate Corporatiog Its: Managing Partner Cet eatin esus J. Chapa Assistant City Manager Approved as to Form and Legality f STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 11/17/2016 Page 6 of 24
Real Estate Corporatiog Its: Managing Partner Cet eatin esus J. Chapa Assistant City Manager Approved as to Form and Legality f STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 11/17/2016 Page 6 of 24 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on pul i 4. / Ue / by Jesus J.
Chapa, Assistant City Manager of the City of Fort Worth, on’behalf of the City of Fort Worth.
MARIA S. SANCHEZ i ; My Notary ID # 2256490 “Ai yexese Expires December 19, 2024 , 4 see oe ed STATE OF TEXAS § COUNTY OF TARRANT § efore me, the undersigned authon , 20 (A, perso ally me to be the persog) whose name is subScr acknowledged to me that the same is day of peared Clinton Vincent, known to he foregoing instrument and omes, and that he executed the Netter, ae lee '& Hie Je.
ane, wee iets oS %, ‘OF eee nin STATE OF TEX COUNTY OF § at was acknowledged before me on Janu Y 2, wy, Greg Lusk, esentative, acting on behalf of the Fort Worth epointe Homeowners’ JESSICA HERNANDEZ % Notary Public, State of Texas 2 My Commission Expires ae 3S April 18, 2018 anne % STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 11/17/2016 Page 7 of 24 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.
folie /) } Ystaks Janie S. Morales Development Manager 5) \ ons SS 2@ Page 8 of 24 EXHIBIT “A” LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 11/17/2016 Page 9 of 24 EXHIBIT “A” DESCRIPTION OF A SWFMA AREA BEING a tract of land situated in the G.T. Walters Survey, Abstract Number 1696, City of Fort Worth, Tarrant County, Texas, being all of the remainder of Tract 1 and a portion of the remainder of Tract 2, of
tract of land situated in the G.T. Walters Survey, Abstract Number 1696, City of Fort Worth, Tarrant County, Texas, being all of the remainder of Tract 1 and a portion of the remainder of Tract 2, of land described by deed to Centex Homes recorded in Instrument Number D205313853, County Records, Tarrant County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at the northeast terminus of Eagles Landing Drive (a 50 foot right-of-way), being in the south line of said Tract 2 (remainder) and being the northwest corner of Lot 11, Block E, The Parks at Boat Club, an addition to the City of Fort Worth recorded in Instrument Number D207198974, said County Re ; THENCE N 00°01’03”W, 177.21 feet, departing said south line over and across said Tract 2 THENCE N 44°47°56”E, 14.19 feet; THENCE N 89°36’54”E, 85.58 feet, to the beginning of a curve to the left; THENCE with said curve to the left, an arc distance of 523.48 feet, having a radius of 530.00 feet, the long chord which bears N 61°19” THENCE N 33°01°27”E, 46.13 feet, to the north line of said Tract 2 corner Block 6, The Parks at Boat Club, an addition to the f Fort Wer Number D213078497, said County Records; afecorded in Instrument d Block 6, at 186.88 feet the northeast aid Tract 1 (remainder) in all 219.51 feet to *43-féet, to the southeast corner of said Tract 1 (remainder), being the northeast entioned Block E, The Parks at Boat Club; 237” W, departing said right-of-way line with the south line of said Tract 1 (remainder) bf said Block E, at 39. 94 feet the southwest corner of said Tract i (remainder), being the “Integral parts of this document” 1. Description 2. Exhibit LH Peloton Job No. PLT12001 cA wr | Tracking No. na FTW December 20, 2017
4 feet the southwest corner of said Tract i (remainder), being the “Integral parts of this document” 1. Description 2. Exhibit LH Peloton Job No. PLT12001 cA wr | Tracking No. na FTW December 20, 2017 Mtn.
Bluff Dr.
0 N 100 200 GRAPHIC SCALE IN FEET "Integral parts of this document" 1. Description 2. Exhibit Basis of Bearing is the Texas Coordinate System North Central Zone 4202, NAD 83 G. TAWALTERS SURVEY ABSTRACT NO.1696 N33° 01'27"E 46.13' Boaz Holdings, L.P.
Inst. D212142260 C.R.T.CT.
N44° 47'56"E 14.19' N89° 36'54"E 85.58' e Centex Homes Inst. D2061736592 C.R.T.C.T.
Δ = 56° 35' 27" R = 530.00' L = 523.48' LC N61° 19' 11'E 502.46' 4.262 Acres Tract 2 S56° 57'17'E 186.88 ' The Parks at Boat Club Inst.
D213078497 C.R. T.C. T.
Misty Breeze Drive 6 2 3 219.51' S33° 01'23''W 202.89' Puerto Vista Drive Tract Line Tract 1 18 6 19 F CHECKED BY: T. Bridges Default DATE: 12-19-17 PAGE # 1 of 1 12/20/2017 2:36:48 PM Pag age 10 of 24 Landing Eagles Drive NOO° 01'03'W 177.21' 11 Point of Beginning 10 N89° 55'23"W 6 Centex Homes Inst. D205313853 (remainder Tract 18 Tract 2) 8 7 18 C.R.T.C.T 606.52' 39.94' S00° 04'37''W 83.53' al Copy ட AR = 32° 56'46" = 175.00' L = 100.63' LC S16° 33' 00''W 99.25' The Parks at Boat Club Inst.
D206265486 C.R. T.C. T.
A STATE OF TEXAS REGISTERED .............
TODD A. BRIDGES 4940 TBPLS Firm Reg No. 101777 ROFESSIONAL LAND SURVEYOR 10177700 12-20-17 The Parks at Boat Club Inst. D207198974 | 6 5 4 E EXHIBIT "B" 3X SWFMA AREA Situated in the G.T. Walters Survey, Abstract Number 1696, City of Fort Worth, Tarrant County, Texas.
1 2 Copyright© 2017 Peloton Land Solutions, Inc.
PELOTON ........
LAND SOLUTIONS 9800 HILLWOOD PARKWAY, SUITE 250 JOB # PLT12002
urvey, Abstract Number 1696, City of Fort Worth, Tarrant County, Texas.
1 2 Copyright© 2017 Peloton Land Solutions, Inc.
PELOTON ........
LAND SOLUTIONS 9800 HILLWOOD PARKWAY, SUITE 250 JOB # PLT12002 FORT WORTH, TEXAS 76177 PH.#817-562-3350 DRAWN BY: D. Freemon OPOSED (PROP -598.
13°46′ 00 SCHOOL SIT 10,3 NET AC OPEN SPACE 11.1±AC.
PROPOSED EZONING COMMERCIAL 14.7±NET AC.
COMMERCIAL 12.30 PROPOSED -120NIN REVIS DATS RIMUVET Record Approved FY! Revision PRELIMINARY PLAT PP-05-068 Approval Date: 10-30-06 Note: This is an ORIGINAL approved drawing.
After use, please retum to appropriate PROJECT AG 014327 DATE BRAIRI BY APPROVED BY BATE 10-12-06 NOT TO SCALE VICINITY MAP 11/7/06 0 11.NET OPEN SPAC PROPOSED PUBLIC PRIVATE OPEN SPAC 0.2 NET LOCK CHURCH SITE TRINITY CHUNCH OF LAKE COUNTRYAPPROVED DRE я 10-3000 REVISIONS OWNER PABS AT BOAT CLUB, LP.
3220 W. SOUTHLAKE VD DICK ONS 128 5 SACRNAND SEC SOUTHLAKE, TR TEL-425-4040 SADNAW, TX 7879 BOWM ROBERTS ROAD MAN R 09) ROW.)
09E DRILL SITE 5.5±AC.
LO MIN. N. AG LOT PROPOSED AS PRIVATE OPEN 4.2年 OPEN SPACE COUNTY 0 Plain of PACE OPEN SPA 5,7± COUNTY FORT WORTH CITY LIMITS EXISTING STING A-5 ZONE COMMER PRIVATE 2.5± NET EXISTING 'AG'ZONING PARK DRIVE (PROPOSED 60 ROW) FORT WORTH CITY LINTS COUNTY TWON MILES PRELIMINARY PLATTED PP-03-043 PROPOSED WELL SITE PRELIMIN EUSTIN BLONING EXISTING ZONING FORT WORTH CRY LIMITS LATTER DISTING ZONING LAND RY A NEVABED ZOMING TO A-6 FROM A-1 RELOCATED PROPOBED PUBLIC OPEN SPACE FROM BL GT IX TO BL BLOT 196 BLOCK CALCULATIONS: • P.P. HAS TOTAL 66 BLOCKS 66 BLOCKS/20% 13 BLOCKS LO TO BE ALLOWED LESS THAN 500 MIN.
P.P. HAS 13 ACRES DEMERTY POPULATION 1197 81 Seks ARE LESS THAN 500 MIN.
GT IX TO BL BLOT 196 BLOCK CALCULATIONS: • P.P. HAS TOTAL 66 BLOCKS 66 BLOCKS/20% 13 BLOCKS LO TO BE ALLOWED LESS THAN 500 MIN.
P.P. HAS 13 ACRES DEMERTY POPULATION 1197 81 Seks ARE LESS THAN 500 MIN.
PUBLIC PARKLAND WILL NOT BE ACCEPTED OR MAINTAINED BY T CITY UNTIL A DEED ACCEPTING THE PROPERTY AS PUBLIC PAR FILED IN THE DEED RECORDS BY THE CITY. IF FOR ANY LOCATION OF SHORT BLOCK 250 25.2 10 THE PARKS AND COMMUNITY SERVICES DEPARTMENT DEENS THE PROPOSED PUBLIC PARK LOT AND BLOCK LIMSUITABLE FOR ACCEPTANCE, IT WILL BECOME PRIVATE PARK COMMONLY TOTAL INTERNAL NOW. 483AC OPEN SPACE ய TOTAL AVERAGE SHOLE FAMILY RESIDENTIAL LOT SIZE: DALL SITE PRAATE OPEN SPACE AND MAINTAINED BY THE HOME OWNER ASSOCIATIONE MENITY CENTER DEVELOPER CENTEX HOMES/ DALLAS PORT WORTH весом 1008 UPWY, SUM 700 DALLAS, TX 79234 TEL: 240274-8000 200 400 SCALE: 1" 200 PLANNER/ENGINEER Cartor Burgoos CARTER & BURGESS, INC.
FYI REVISION OF REVISED PRELIMINARY PLAT FOR THE PARKS AT BOAT CLUB BEING A 2006, 8 TRACT OF LAND SITUATED IN THE 9. T. BALTERS SURVEY, ABSTRACT NO. 169 THE R. THOMAS SURVEY, ABSTRACT NO. 1558 THE R. HITLEY SURVEY, ABSTRACT NO. 149T AND ABSTRACT на 1872 TARRANT COUNTY, TEXAS.
REF. NUMBER: PP-03-056 Page 11 of 24 2001_PA2.dgn B Default 5/15/2017 1:04:21 PM Copyright 2017 Peloten Land Solutions, της Reg No 10177700 Part Dr.
SITE Vicinity Map N.T.S.
CAFET LAND USE TABLE RESIDENTIAL 21.330 ACRES RIGHT-OF-WAY 5.927 ACRES PRIVATE OPEN SPACE 4.262 ACRES PUBLIC PARK 8.642 ACRES TOTAL 40.161 ACRES 20 19.02 N19 14:04 W 137.00 3.29.10.000 101° 49' 34" 50.00 L 88,86 110.44 77.62' 5000 5000 5000 N59° 58'12"E 79283 576.36 104 30-0145 1078 και 1089 Eagle Peak Road N75* 75° 12'31" 41.16 N86 26.00 W 141.88
37.00 3.29.10.000 101° 49' 34" 50.00 L 88,86 110.44 77.62' 5000 5000 5000 N59° 58'12"E 79283 576.36 104 30-0145 1078 και 1089 Eagle Peak Road N75* 75° 12'31" 41.16 N86 26.00 W 141.88 N13" 21:26"E 117,37 B. THOMAS SURVEY ABSTRACT NUMBER 1407 LOT TABULATION BLOCK& BLOCK 6 1 LOT 11 PRIVATE OPEN SPACE LOT) 108 LOTS (1 PUBLIC PARK LOTI Approximate Sur BLOCK 9 30 LOTS RESIDENTIAL 137 LOTS PRIVATE OPEN SPACE 1 LOT PUBLIC PARK 1 LOT 0212142760 CR.T.CT TOTAL 139 LOTS FORT WORTH CITY PLAN COMMISSION CITY OF FORT WORTH, TEXAS THIS PLAT IS VALID ONLY RECORDED WITHIN NINETY (90) DAYS AFTER DATE OF APPROVAL Plat Approval Date: By: Chairman Secretary 117 76°37 30 R-580.00 L. 775.67 LC-N38° 19' 49"W 719.14' 114 489 3510E 177.26 400-2155 JA CAVET NOO 0103 W 14.03 N89° 36'54"E 70.00 8 mote Survey Live 500 265 227.50 N89 CAYET 479,79' 024 G. T. WALTERS SURVEY ABSTRACT NO.1696 N89° 39'28"E 83.93 359 359.00' 84.09 NOO 2155"w" 331512 215.49 N00 2755 1092443 4058052 100 24.6266 5824929 52 Settlers Peak Peak Road 15000 77 0212142260 CRT.CT 197 28 17 وہ 19 3*4806 87 N83* 12'31'E 4397 494 368 3227 2 36 45 47 17 29 83 4001 54.54 ND020-34 W 34 33 3.57 134 223.10 15.56 32 27 25.22 51347 10 266.81 60.52' Captain's Cove 565 28 24 12*08 39" 880.00 - 186.52 15 L6 LC S5709 34"W 186.17 44 है 22.58 12°07′45880.00 186.29' LC-S7351 17"W 185.94 Lookout Point 05.69 Talons Crest Circle Θ 070 100 5 date 26 $00° 19'41"E 60.79 27 L2 3 $89" 40-19 W 18.33 rive 05 11 37 57" • 880.00 79.77' 79.74 W ய S 100 200 300 GRAPHIC SCALE IN FEET LINE TABLE NO.
BEARING DISTANCE L1 14.39 L2 0.00 L3 S 3613'03" W L4 N 583217" W 39 L5 5 6530 39 L6 14.38 L7 14,40 LB 50.00 L9 14.38 LTD 579 112 14.43
14.39 L2 0.00 L3 S 3613'03" W L4 N 583217" W 39 L5 5 6530 39 L6 14.38 L7 14,40 LB 50.00 L9 14.38 LTD 579 112 14.43 L11 50.00 12 S157:55 E 14.14 L13 14.14 114 50.00 L15 14.14 L16 14,14 14.14 L18 Puerto Vista Drive L11 -10°50′ LC31" S41" 06' 27"W 166.27 20 32 6 nehordLanding Paas 05.00 CITY OF FORT WORT, TARRANT COUNTY, TEXAS DATE OF PREPARATION: OCTOBER, 2016 A FINAL PLAT OF LOT 1X, BLOCK SLOTS 28-134, 135X, BLOCK 8: AND LOTS 1-30, BLOCK 9 THE PARKS AT BOAT CLUB AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS SITUATED IN THE G.T WALTERS SURVEY, ABSTRACT NUMBER 1696, THE THOMAS SURVET, ABSTRACT NUMBER 1497, AND THE R. WHITLEY SURVEY, ABSTRACT NUMBER 1672, UTILITY EASEMENT DRAINAGE EASEMENT IRON ROD SET IRON ROD FOUND CURVE TABLE NO.
DELTA RADIUS LENGTH BEARING DISTANCE C1 03 15 05 350.00 19.86 19.86 50.00 46.53 N 27°01'37" W 14.87 C3 50.00 78.54 N 45° 2755" 70.77 C4 29 39 53" 125.00 64,72 64.00 C5 33°23′ 26 125.00 72.85 71.82 CБ 15° 45 39 125.00 34.38 34.26 C7 46°54′ 34" 125.00 102.34 99.57 CB 21° 38'44" 325.00 122.78 122.05 92 99 92.67 Copy Point of Beginning LEGEND 3.L. BUILDING LINE 556 57-17 E $330127"W 92.29 027 533-0 90.00 90 20 130247 $330747 00 Misty Broeze Drive 8 201 $3307-47 Lol 135X Public Park (Proposed 8.642 Acres 279.52 Perks of Boot Che 32° 56' 46" R. 175.00 100.63 99.25' $33 0123" 202.89 Puerto Vista Drive 83.53' 500° 04'37"W 4.262 Acres Lol 1X Private Open Space.
Maintained by HOA
.642 Acres 279.52 Perks of Boot Che 32° 56' 46" R. 175.00 100.63 99.25' $33 0123" 202.89 Puerto Vista Drive 83.53' 500° 04'37"W 4.262 Acres Lol 1X Private Open Space.
Maintained by HOA N45° 12'04' 14.10 14"W Mountain Bluff Drive 484.22 Tract Line 85.57 666.52 FP 017-044 PP 005-068 N89° 55'23 W Deck House Roed 2018 THIS DOCUMENT IS FILED IN INSTRUMENT NUMBER:...
DATE:..
The Porks of Boot st. 0207190974 CRIC 23 22 21 Eng gles Landing Drive NOO 01:03"₩ 245.
Eagles Landing 177.27 Drive R. WHITLEYSURVEY ABSTRACT NUMBER 1672 OWNER/DEVELOPER CENTEX HOMES 4800 REGENT BLVD. SUITE 100 IRVING. TEXAS 75063 (972) 304-2800 PELOTON LAND SOLUTIONS 9800 HILLWOOD PARKWAY, SUITE 250 FORT WORTH. TEXAS 78177 PH# 817-562-3350 SHEET LAKEPOINTE OF SHEETS PHASE IV Job #: PLT12001 Revisions: Drawn By By: D.Freemon Checked ed By: T.Bridges Date: 10-12-16 Page 12 of 24 Default 5/15/2017 1:04:44 PM Copyright 2017 Peloton Land Solutione, live.
TOPLS Firm Reg. No 10177700 STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS THAT CENTEX HOMES IS THE OWNER OF THE FOLLOWING DESCRIBED PROPERTY TO WIT BEING A TRACT OF LAND SITUATED IN THE G.T. WALTERS SURVEY, ABSTRACT NUMBER 1696, CITY OF FORT WORTH. TARRANT COUNTY, TEXAS AND BEING PORTIONS OF THOSE TRACTS OF LAND DESCRIBED BY DEED TO CENTEX HOMES TEXAS RECORDED IN INSTRUMENT NUMBER 0205313853 AND D206173592, BOTH OF COUNTY RECORDS, TARRANT 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 SET AT THE SOUTHEAST CORNER OF LOT 3, BLOCK 6, THE PARKS AT BOAT CLUB.
AN ADDITION TO THE CITY OF FORT WORTH RECORDED IN INSTRUMENT
: BEGINNING AT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON SET AT THE SOUTHEAST CORNER OF LOT 3, BLOCK 6, THE PARKS AT BOAT CLUB.
AN ADDITION TO THE CITY OF FORT WORTH RECORDED IN INSTRUMENT NUMBER 0215078497, SAD COUNTY RECORDS AND BEING IN THE WEST RIGHTOF-WAY LINE OF PUERTO VISTA ORIVE CA SO FOOT RICHT-OF-WAY THENCE WITH SAD RIGHT-OF-WAY LINE THE FOLLOWING COURSES AND DISTANCES: $ 33 0123-, 202.89 FEET, TO AN IRON ROD FOUND AT THE BEGINNING OF CURVE TO THE LEFT.
WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 100.83 FEET, THROUGH A CENTRAL ANGLE OF 32°56'46. HAVING A RADIUS OF 175.00 INCH IRON POD WITH PLASTIC CAP STAMPED PELOTON SET: S 00*04:37 W, 83.53 FEET, TO A 5/8 INCH RON POD WITH PLASTIC CAP STAMPED "PELOTON" SET AT THE NORTHEAST CORNER OF LOT 1, BLOCK E.
THE PARKS AT BOAT CLUB, AN ADDITION TO THE CITY OF FORT WORTH RECORDED IN INSTRUMENT NUMBER D207198974, SAD COUNTY PECORDS: THENCE N 8955'23"W. 666.52 FEET, DEPARTING SAID RIGHT-OF-WAY LINE WITH THE NORTH LINE OF SAD THE PARKS AT BOAT CLUB (D207198974) TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON SET AT THE SOUTHWEST CORNER OF AFOREMENTIONED CENTEX HOMES TRACT (0205313853) AND BEING THE NORTHWEST CORNER OF SND HE PARKS AT BOAT CLUB (8207158974): THENCE N 00 DT03 W. 246.73 FEET, DEPARTING SAID NORTH LINE WITH THE WEST LINE OF SAND CENTEX HOMES TRACT (0205313853) ΤΟ Α 5/8 INCH RON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET AT THE MOST WESTERLY NORTHWEST CORNER OF SAID CENTEX HOMES TRACT (D2053138551 THENCE N 89° 36-54E, 70.00 FECT, WITH THE NORTH UNE OF SAD CENTEX HOMES TRACT (D205313853) ΤΟ Α 5/8 INCH IRON POD WITH NO CAP FOUND AT THE SOUTHWEST CORNER OF AFOREMENTIONED CENTEX HOMES TRACT (D206173592))
N 89° 36-54E, 70.00 FECT, WITH THE NORTH UNE OF SAD CENTEX HOMES TRACT (D205313853) ΤΟ Α 5/8 INCH IRON POD WITH NO CAP FOUND AT THE SOUTHWEST CORNER OF AFOREMENTIONED CENTEX HOMES TRACT (D206173592)) THENCE WITH THE WEST AND NORTH LINES OF SAID CENTEX HOMES TRACT (0206173582) THE FOLLOWING COURSES AND DISTANCES N 45° 12'04"W, 14.10 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "CAPTER & BURGESS FOUND N 000103 W. 14.03 FEET, TO A 5/8 INCH IRON ROD WITH DAMAGED PLASTIC CAP FOUND AT THE BEGINNING OF A CURVE TO THE LEFT WITH SAID CURVE TO THE LEFT. AN ARC DISTANCE OF 775.67 FEET, THROUGH A CENTRAL ANGLE OF 75° 37:30", HAVING A RADIUS OF 500.00 FEET, THE LONG CHORD WHICH BEARS N 38° 19/49W, 719.14 FEET, TO A 3/8 INCH FRON ROD WITH PLASTIC CAP STAMPED "PELOTON SET № 132126"E, 117.37 FEET. TO A 5/8 INCH PON ROD WITH NO CAP FOUND.
N 75°12'37', 41.18 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP 133100LS N 8625:00 W, 141.88 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAF STAMPED "PELOTON SET AT THE BEGINNING OF A CURVE TO THE LEFT: WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 86.85 FEET.
THROUGH A CENTRAL ANGLE OF 107 49:34, HAVING A RADIUS OF 50.00 FEET, THE LONG CHORD WHICH BEARS IN 32600W, 77.62 FECT, 10 A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED PELOTON SET N OD 0152 E, 110.44 FEET, TO A 5/8 INCH IRON ROO WITH PLASTIC CAP STAMPED PELOTON N19" 14'04", 137.00 FEET, TO A 5/8 INCH IRON ROD WITH DAMAGED PLASTIC CAP FOUND AT THE NORTHWEST CORNER OF SAID CENTEX HOMES TRACTS (206173592): STEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP 177.26 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP $100-2755 227.50 FEET TO A 5/8 MCH IRON ROD WITH PLASTIC CAP FOUND ST89392 479.79 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP PELOTON SET
TIC CAP 177.26 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP $100-2755 227.50 FEET TO A 5/8 MCH IRON ROD WITH PLASTIC CAP FOUND ST89392 479.79 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP PELOTON SET 00*2155"W, 215.49 FEET, TO A 5/8 INCH IRON POD WITH PLASTIC CAP N 89 39:28 E, 359.00 FEET, TO A 5/8 INCH IRON ROO WITH PLASTIC CAP STAMPED PELOTON SET 8312 315, 356.12 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED PELOTON CORNER OF SAD CENTEX HOMES TRACT (02061735921 AN BEING THE NORTHWEST CORNER OF LOT 22, BLOCK B. THE PARKS AT BOAT CLUB, AN ADDITION TO THE CITY OF FORT WORTH RECORDED IN INSTRUMENT NUMBER 0207198973, SAID COUNTY RECORDS: THENCE WITH THE EAST LINE OF SAD CENTEX HOMES TRACT (D20617.5592) AND THE WEST LINE OF SAD THE PARKS AT BOAT CLUB (02071989731 THE FOLLOWING BEARINGS AND DISTANCES: S DO° 19'41 E. 60.52 FEET, TO AN FRON ROD FOUNDI 5 13 47:10E, 266.81 FEET, TO A 5/8 INCH RON ROD WITH PLASTIC CAP STAMPED PELOTON SET 500*1941, 60.79 FEET. TO AN RON POD FOUND AT THE SOUTHEAST CORNER OF SAD CENTEX HOMES TRACT (0206173592 ) AND BEING THE SOUTHWEST CORNER OF LOT 27, BLOCK 8. SAID THE PARKS AT BOAT CLUB (0207198973) AND BEING IN THE NORTH RICHT-OF-WAY LINE OF MOUNTAIN BLUFF DRIVE CA SO FOOT RIGHT-OF-WAY): THENCE WITH SAID NORTH RICHT-OF-WAY LINE THE FOLLOWING COURSES AND DISTANCES 5 6940 19 "W, 18.33 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED PELOTON" SET AT THE BEGINNING OF A CURVE TO THE LEFTI WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 79.77 FEET.
THROUGH A CENTRAL ANGLE OF 05 1137", HAVING A PADIUS OF BBD.00 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET
E OF 79.77 FEET.
THROUGH A CENTRAL ANGLE OF 05 1137", HAVING A PADIUS OF BBD.00 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET N 51° 49'47"W, 14.39 FEET, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPEO "PELOTON SET 5 82 1756", 50.00 FEET, TO A 5/8 INCH RON ROD WITH PLASTIC CAP STAMPED PELOTON SET.
13:03 14.30 A 5/8 INCH IRON ROD WITH PLASTIC STAMPED PELOTON SET AT THE BEGINNING OF A NON TANGENT CURVE TO THE LEFT.
WITH SAID NON TANGENT CURVE TO THE LEFT. AN ARC DISTANCE OF 185.29 FEET, THROUGH A CENTRAL ANGLE OF 12 07:45", HAVING A RADMS OF 880 00 FEET, THE LONG CHORD WHICH BEARS $ 735117", 185.94 FEET, TO A/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON SET: N 68 317", 139 ΓΕΕΤ, ΤΟ Α 5/8 INCH IRON ROD WITH PLASTIC CAP STANDED "PELOTON SC 56530 39"W 60.00 FEET. TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PEROTON SET 19 371 w. 14.38 FEET, TO A 5/8 INCH IPON POD WITH PLASTIC CAP PELOTON SET AT THE BEGINNING OF A NON-TANGENT CURVE TH SAND NON-TANDENT CURVE TO THE LEFT, AN ARC DISTANCE OF 186.52 FEET, THROUGH CENTRAL ANGLE OF 12 08 39, HAVING A RADIUS OF 580.00 FEET, THE LONG CHORD WHICH BEARS 5 57 09-34"W, 156 17 FEET, TO A 5/8 INCH WON ROD WITH PLASTIC CAP STAMPED "PELOTON SETI 85 15:41.40 ΡΕΕΤ, ΤΟ 5/8 INCH IRON POD WITH PLASTIC CAP STAMPED VELDTON SE S 48 48 28 *, 50.00 FEET, TO 5/8 INCH IRON ROD WITH PLASTIC CAP STANDEO "PELOTON STAMPED "PELDTON SET AT THE BEGRINING OF A NON-TANGENT CURVE 502 48'35-W, 14 16 FEET, TO A 5/8 INCH RON ROD WITH PLASTIC CAP TO THE LEFT WITH SAD NON-TANGENT CUR TO THE LEFT, AN ARC DISTANCE OF 166.52 FEET, THROUGH A CENTRAL ANGLE OF 1050 31 HAVING A RADRUS OF 880.00 FEET. THE LONG CHORD WHICH BEARS 41 DB27"W, 166.27 FEET, TO A 5/8
EFT WITH SAD NON-TANGENT CUR TO THE LEFT, AN ARC DISTANCE OF 166.52 FEET, THROUGH A CENTRAL ANGLE OF 1050 31 HAVING A RADRUS OF 880.00 FEET. THE LONG CHORD WHICH BEARS 41 DB27"W, 166.27 FEET, TO A 5/8 INCH FRON FED WITH PLASTIC CAP STAMPED PELOTON SETI 5 79° 11'21", 14.45 FEE TO A 5/8 INCH RON ROO WITH PLASTIC CAP STAMPED PELOTON SE ROD 5 ۱۴57:55, 14.14 FEET, TOLA 5/8 INCH IRON ROD WITH STAMPED "PELOTON" SET: 5 35° 01:27 W, 190.DO FEET, TO A 576 INCH TRON ROD STAMPED "PELDTON SET: 7800 "PELOTON" FEET, TO A 5/8 INCH IRON $ 33 0127 w, 50.00 FEET, TO A 5/8 INCH 1135 010734 0315 PLASTIC 5 157.55€, 14.1M FEET, TO A 5/8 INCH IRON ROD WITH PLAST STAMPED "PELOTON SETI $ 33 0127-W, 92 29 FEET, TO A 5/8 INCH IRON ROO WITH PLASTIC STAMPED "PELOTON" SET AT THE SOUTHWEST TERMINUS OF SAID MOUNTAIN BLUFF DRIVE AND BEING THE NORTHWEST CORNER THE PARKS AT BOAT CLUB (D213078497OTHE THENCE $ 565717 E, 279.52 FEET. DEPARTING SAID RIGHT-OF-WAY WITH WEST LINE OF SAND THE PARKS AT BOAT CLUB (0213078497) TO THE POINT BEGINNING AND CONTAINING 1,749,410 SQUARE FEET OR 40.161 ACRES OF LAND MORE OR LESS THE PARKS AT BOAT CLUB LOT 1X, BLOCK 6: LOTS 28-134, 135X, BLOCK BI AND LOTS 1-30, BLOCK 9.
AN ADDITION TO THE CITY OF FORT WORTH, TARRANT 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 PICHTS OF-WAY CREATED OR DEDICATED BY SEPARATE INSTRUMENT AS SHORN HEREON CENTEX HOMES NEVADA CENEPAL PARTNERSHIP BY: CENTEX REAL ESTATE CORPORATION, ITS: MANAGING GENERAL SNEVADA CORPORATION PARTNER BY: DATE: STATE OF TEXAS OUNTY OF CLINT VINCENT CLINT VINCENT DIVISION VICE PRESIDENT OF LAND DEVELOPMENT BEFORE ME. THE UNDERSIGNED SIGNED AUTHORITY, A 2016
NAGING GENERAL SNEVADA CORPORATION PARTNER BY: DATE: STATE OF TEXAS OUNTY OF CLINT VINCENT CLINT VINCENT DIVISION VICE PRESIDENT OF LAND DEVELOPMENT BEFORE ME. THE UNDERSIGNED SIGNED AUTHORITY, A 2016 ORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF GEORGIA, ON THIS DAY PERSONALLY APPEARED CLINT VINCENT, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT UT AND ACKNOWLEDGED EXPRESSED, TOPPES THAT THE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THE PEIN CAPACITY THEREN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF NOTARY PUBLIC, STATE OF TEXAS MY COMMISSION EXPIRES CERTIFICATION NAME 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 October, 2016 AND THAT ALL CORNERS ARE AS SHOWN.
EDIT TO PLACE CORRECT NAME REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. ENTER CORRECT NUMBER...
"Preliminary, this document shall not be recorded for any purpose and shall not be used or viewed or reled upon es o final survey document 22 TAC 66.5.1MBC Todd A. Bridges, APLS 4940 Date: 3/15/2017 2016.
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 FOF THE CURRENT IMPACT HE TOTAL ORDINANCE THE AMOUNT TO BE COLLECTED IS DETERMINED UNDER SCHEDULE THEN IN EFFECT ON THE DATE A BURDING PERMIT IS ISSUED, OR THE CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM UTLITY EASEMENTS
E THE AMOUNT TO BE COLLECTED IS DETERMINED UNDER SCHEDULE THEN IN EFFECT ON THE DATE A BURDING PERMIT IS ISSUED, OR THE CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM UTLITY EASEMENTS ANY PUBLIC UTILITY, INCLUDING THE CITY OF FORT WORTH SHALL HAVE THE RIGHT TO MOVE AND KEEP MOVED ALL OR PART OF ANY BLALDING, FENCE, TREE, SHRUB OTHER GROWTH OF PROVEMENT WHICH IN ANY WAY ENDANCERS OF INTERFERES WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS ON ANY OF THE EASEMENTS SHOWN ON PLAT: THEY SHALL EGRESS RESPECTIVE SASTESTS FOR THE PURPOSE EN CONSTRUCTION, RECONSTRUCTION, INSPECTION, PATROLLING, MAINTAINING, AND ADDING TO OR AND REMOVINGPOAL OR PERSEOFNITS FRESPECTIVE SYSTEMS COTHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE SITE DRAMACE STUDY ALL HAVE THE RIGHT AT ALL TIMES TO INGRESS AND A CONFORMANCOMESTICESROVEDEQUADRANTEE SITE DOES NOT CONFORM THEN A DRAINAGE STUDY MAT A SITE DRAINAGE STUDY, SHOWING CONFORMANCE WITH THE APPROVED ROADWAY DRAINAGE PLAN, MAY BE REQUIRED BEFORE ANY BUILDING PERMIT WILL BE ISSUED ON TONG SITEHA CHAD FOR PLAY REQUIRED OR MHACE MIPROVEMENTS AND THE CURRENT OWNER SHALL SUBMIT A LETTER TO THE DEPARTMENT CURRENT OWNER WILL INFORM EACH BUYER OF THE SAME.
OF TRANSPORTATION AND PUBLIC WORKS STATING AWARENESS THAT A SITE DRAINAGE STUDY WILL BE REDURED BEFORE ANY PERMIT IS ISSUED. THE FLODOPLAN PESTRICTION DE FOOD FOR THE IMPROVEMENTS, SATISFACTORY TO THE NO CONSTRUCTION SHALL BE ALLOWED WITHIN THE FLOODPLAIN EASEMENS WITHOUT THE WRITTEN APPROVAL OF THE DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS IN ORDER TO SECURE APPROVAL DETALLED ENGINEERINOSTRANDOS TUDIES LOOBPLAN WERE CONSTRUCTION PERMITTED , ALDIRECTO WALBE PREPARELEVAT SUS SHALL BE
OVAL OF THE DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS IN ORDER TO SECURE APPROVAL DETALLED ENGINEERINOSTRANDOS TUDIES LOOBPLAN WERE CONSTRUCTION PERMITTED , ALDIRECTO WALBE PREPARELEVAT SUS SHALL BE THEMUM FEST ABOVE THE FLOODPLAN BASE FLOOD ELEVATION RESULTING FROM ULTIMATE DEVELOPMENT OF THE WATERSHED.
FLOODPLAN/ DRAINAGE-WAY MAINTENANCE THE EXISTING CREEK, STREAM, RIVER, OR DRAINAGE CHANNEL TRAVERSING ALONG OR ACROSS PORTIONS OF THIS ADDITION, WILL REMAIN UNOBSTRUCTED STREAN AVERED BRATACENCHIDUAL LOT ORNERS WHOSE LOTS ARE TRAVERSED BY, OR ADJACENT TO, THE ORAINAGE-WAYS.
THE CITY OFF FORT WORTE WILL NOT DE RESPONSIBLED FOR THE MAINTENANCE, EROSION CONTROL AND OR OPERATION OF SAD DRAINAGE-WAYS.
PROPERTY CHEERS SHAT KEEP THE ADJACENT DRAINAGE WAYS TRAVERSING THERS PROPERTY CLEAN AND FREE OF DEBRIS, SAT OF OTHER SUBSTANCES POCHE OLD RESULTHIN UNSANITARY CONDITIONS, AND THE CITY SHALL HAVE THE RICHT OF ENTRY FOR THE PURPOSE OF INSPECTING THE MAINTENANCE WHICH WOULD PESUPERTY UNSANITARY CONDITIONE WAYSTERE OCCASIONALLY SUBJECT TO STORM WATER OVERFLOW AND OR BANK ERO EROSION CORN BY THE FREDERTE OWNED FORT DWORTH SHALL NOT BE LIABLE FOR ANY DAMAGES RESULTING FROM THE OCCURRENCE OF THOSE PHENOMENA FOR THE BEACRE DE TANT STRUCTUREIS WITHIN THE DRAINAGE-WAYS. THE DRANAGE WAY CROSSING EACH LOT IS CONTAINED WITHIN THE FLOOD-PLAN 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 OF OPERATION OF ANY LOTS CONTAINING PRIVATE THE WORTH SHOOT SUCHESPONSE FLAP SAND AREAS SHALL INCLUDE, BUT ARE NOT LANTED TO PRIVATE STREETS, EMERGENCY ASEMENESTGATERIESURITO RECREATION PECLUBHOUSE EXERCISE BUILDINGS AND FACILITIES.ES ACCESS EASEMENTS, AND GATED SECURITY ENTRANCES
AREAS SHALL INCLUDE, BUT ARE NOT LANTED TO PRIVATE STREETS, EMERGENCY ASEMENESTGATERIESURITO RECREATION PECLUBHOUSE EXERCISE BUILDINGS AND FACILITIES.ES ACCESS EASEMENTS, AND GATED SECURITY ENTRANCES : RECREATION AREAS, LANDSCAPE AREAS, AND OPEN SPACES WATER AND WASTEWATER DISTRIBUTION OWNERS OF THE AND THIS ACTING AND SEVERALLY AS A LAND OWNERS APEACIATION SPLITIESE AND SHALL AGREE TO INDEMNEY AND HOLD HARMLESS THE CITY THE LAND OWNERS AND SUBSEQUENT FOR ERICH CONSTRUCTION, RECONSTRUCTION MAINTENANCE AND OPERATION OF THE SUBDIVISION'S PRIVATE COMMON INTENANGO WORTH TEXAS , FROM ALL CLAMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE OBLICATIONS OF SAID OWNERS ASSOCIATION, AS SET FORTH HEREIN ACES BUILDING PERMITS THE CONSTRUCTION OF APPLICARD FRATER, SERER STORM DRAN STREEN LIGHTS SIDEWALKS OF PAVING IMPROVEMENTS AND IS FIRSTE NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN THIS SUBDIVISION UNTE AN APPROPRIATE CFA OR OTHER ACCEPTABLE PROVISIONS ARE MADE FOR OBTAINED FROM THE CITY OF FORT WORTH.
SDEWALKS SICEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN CONFORMANCE WITH THE SIDEWALK POLICY PER "CITY DEVELOPMENT DESIGN STANDARDS" RESIDENTIAL DRIVEWAY ACCESS LIMITATION FRONSON DRIVEWAY ACCESS FROM AN ADJACENT URBAN LOURESIDENTIAL LOCAL RESIDENTIAL, LIMITED LOCAL DOLORES PESIDENTIAL, FOLLETY CUL-DE-SAC. LOOP, OR COLLECTOR STREET SHALL TO A BESIDENTIAL LOT LESS THAN FETY 50FEEIDENDAALLET BALDING COMMON SHAPED DRIVEWAY, CENTERED OVER THE COMMON LOT LINES BETWEEN THE ADJACENT DWELLING UNITS, SHALL BE PROVIDED WITHIN AN APPROPRIATE ACCESS EASEMENT.
CONSTRUCTION PROHIBITED OVER EASEMENTS ONSERMANENT BULONGS OR
DRIVEWAY, CENTERED OVER THE COMMON LOT LINES BETWEEN THE ADJACENT DWELLING UNITS, SHALL BE PROVIDED WITHIN AN APPROPRIATE ACCESS EASEMENT.
CONSTRUCTION PROHIBITED OVER EASEMENTS ONSERMANENT BULONGS OR STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER, SANITARY SEWER, DRAINAGE, DAS, ELECTRIC, PERMANENT BULONOS BASEMENT TUPES CAB OTHE FEMAFLOODPLAIN DECT TRACT IS NOT AFFECTED BY 100-YEAR FLOODPLAIN PER FEMA FLOOD INSURANCE RATE MAP NUMBER 4843900045K, DATED SEPTEMBER 25. 2009.
PARKWAY PERMITS PARKWAY MPROVEMENTS SUCH AS CURB & CUTTER, PAVEMENT TE-IN DRIVE APPROACHES, SIDEWALKS AND DRAINAGE INLETS MAY BE REQUIRED AT TIME OF BURDOING PERMIT ISSUANCE VIA A PARKWAY PERMIT TRANSPORTATION IMPACT FEES ANSPORTA FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND LE TOF THE IMPACT FEE ORDINANCE IN EFFECT AS OF ME DATE THE PLAT. THE AMOUNT TO BE COLLECTED DETERMINED UNDER SCHEDULE 2 OF SMO ORDENANKS AND IS QUE ON THE DATE AN SE ARE 5/5 INCH WON RODS WITH PLASTIC CAPS STAMPED "PELOTON UNLESS OTHERWISE NOTED ROXIMITY HOT ESSENTIAL OR NECESSARY TO THE OPERATION OF AN OR OR GAS WELL WITHIN THIS SUBDIVISION, SHALL NOT BE CONSTRUCTED WITHIN OROTESTORANTEDY VARTANCE) FROM ANY EXISTING OF OR GAS WELL BORE HOLE. THE MEASURED DISTANCE SHALL COR OTHER DISTANCE CRANTED BOLTY COUNCELOSESTETEROR PONTOSTISCH BULDINGIS), WITHOUT RECAROS TO INTERVENING STRUCTURES.
AND NON-ESSENTIAL BUILDINGS WITHIN THIS SUBDIVISION MAY BE ADVERSELY IMPACTED BY OPERATIONS ASSOCIATED WITH DRILLING, PRODUCTION, ORKING, TESTI NOR FRACTURE STIMULATION OF A WELL NO RE-WORK NTENANG OWNER/DEVELOPER CENTEX HOMES 4800 REGENT BLVD. SUITE 100 IRVING, TEXAS 75063 (972) 304-2800 THIS DOCUMENT IS FILED IN INSTRUMENT NUMBER: FP 017-044 PP 005-068 DATE: A FINAL PLAT OF
NO RE-WORK NTENANG OWNER/DEVELOPER CENTEX HOMES 4800 REGENT BLVD. SUITE 100 IRVING, TEXAS 75063 (972) 304-2800 THIS DOCUMENT IS FILED IN INSTRUMENT NUMBER: FP 017-044 PP 005-068 DATE: A FINAL PLAT OF LOT. BLOCK 6. OTS 28-134, 135X, BLOCK 8: AND LOTS 1-30, BLOCK 9 THE PARKS AT BOAT CLUB AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS SITUATED IN THE S.T. WALTERS SURVEY, ABSTRACT NUMBER 1696.
THE B B. THOMAS SURVEY ABSTRACT NUMBER 1497, AND THE R. WHITLEY SURVEY, ABSTRACT NUMBER 1672, CITY OF FORT WORT, TARRANT COUNTY, TEXAS DATE OF PREPARATION: OCTOBER, 2016 SHEET LAKEPOINTE PHASE IV OF SHEETS PELOTON LAND SOLUTIONS 9800 HILLWOOD PARKWAY, SUITE 250 FORT WORTH TEXAS 76177 PH 817-562-3350 Page 13 of 24 Job #: Drawn By: PLT12001 Checked By: D.Freemon Date: T.Bridges 10-12-16 Revisions: Page 14 of 24 EXHIBIT “B” DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev. 11/17/2016 S iS e Aor 1X, BLOCK 6 PRIVATE PARK DETENTION POND/ J DRAINAGE EASEMENT, INSTALL” ] © TOPSOIL AND SEEDING FOR THE POND @ 4:1 SLOPES D GS . LAKE POINTE [il PELOTON PHASE 4 PAGE 1 OF 4 .
[MIP sano sovurions DETENTION POND GRAPHIC SCALE IN FEET 820 815 810 805 0+00 PVI 0+16.38 Elev 823.24 PVI 0+11.6' 61 Elev 823,33 4:1 SECTION A-A 100 YR WSEL = 813.93 5 YR WSEI = 811 67 PVI 0+65.49 Elev 811.00 1+00 PVI 1+50.83 Elev 811.00 PVI 1+99.72 Elev 820.00 PVI 2+05.90 PVI 2+02.41 Elev v 820.32 Elev 820 820.30 2+00 820 820 815 810 810 SECTION C-C SECTION F-F 820 820 820 DEPTH OF FLOW = 1.0' FREE BOARD = 0.5' EXISTING PUERTO VISTA DRIVE EXISTING PUERTO VISTA DRIVE 100 YR WSFL813.9.
815 815 4:1 28 EX 8'x4' RCB FL * 808.70 805 805 0+00 1+00 XX
-C SECTION F-F 820 820 820 DEPTH OF FLOW = 1.0' FREE BOARD = 0.5' EXISTING PUERTO VISTA DRIVE EXISTING PUERTO VISTA DRIVE 100 YR WSFL813.9.
815 815 4:1 28 EX 8'x4' RCB FL * 808.70 805 805 0+00 1+00 XX 815 EMERGENCY WEIR MIN LENGTH 153 ELEV 815.00 810 810 810 805 DETENTION POND 4 SUMMARY DETENTION POND 4 OUTLET STRUCTURE TABLES Peak Peak Storm Frequency PIPE OUTLET EMERGENCY WEIR Culvert Outfall Protection D50 Size Qout WSEL Storage 5.5 Shape Box Crest Elev (ft) V= 12.30 12" Thick, 6" Bedding 815.0 fps (dis) (cs) (ft) (ac-ft) Material RCP Top of Pond (ft) 816.5 Ys = 160 lb/ft 10 18" Thick, 6" Bedding 1-yr 81 43 810.37 1.1 Length (ft) 79.4 Discharge (cfs) 427.0 Yw = 62.4 1b/ft³ 12.5 24" Thick, 6" Bedding 5-уг 197 100 811.67 3.7 Rise (ft) 4.0 Weir Goeff., Co 2.8 g= 32.2 ft/s² 17 30" Thick, 9" Bedding 100-yr 427 242 813.93 9.8 Span (ft) 8.0 Weir Length, L(ft) 153.0 D50= 9.90 In 24 36" Thick, 9" Bedding Inlet Elev. (ft) 808.70 Outlet Elev. (ft) 808.20 Manning's n 0.013 808.7 0.0 Entrance Coeff.
0.5 0.00 0.00 0.00 WEIR HEAD CALCULATIONS H = (Q/(CL))2 18" Thick, 6" Bedding 0 809.0 0.3 0.04 0.00 0.00 4 Exit Coeff.
1 Head, H (ft) 1.0 810.0 1.3 1.23 0.50 0.51 31 Emergency WSEL (ft) 816.0 811.0 2.3 2.12 1.66 2.16 68 Emergency Freeboard (ft) 0.5 812.0 3.3 2.53 2.32 4.48 76 813.0 4.3 2.77 SEE SHEETS 3 AND 4 FOR EXISTING 2.65 7.13 135 8'x4' RCB AND SECTION PROFILES 814.0 5.3 2.93 2.85 9.98 250 815.0 6.3 3.10 3.01 13.00 250 816.0 7.3 3.29 3.19 16.19 427 PELOTON LAND SOLUTIONS LAKE POINTE PHASE 4 DETENTION POND PROFILES EXHIBIT "B" PAGE 2 OF 4 opy Z 0 50 100 GRAPHIC SCALE IN FEET G:\WOBIPLT1200
LAND SOLUTIONS LAKE POINTE PHASE 4 DETENTION POND PROFILES EXHIBIT "B" PAGE 2 OF 4 opy Z 0 50 100 GRAPHIC SCALE IN FEET G:\WOBIPLT1200 Page 16 of 24 Page 17 of 24 830 825 820 STA 8+08.98 EX 8'x4' RCB PARALLEL HDWL EX 8'x4' RCB = EX 24 LATERAL CONNECTION SLOPING END HDWL EX 8'x4' RCB SECTION B-B EXISTING PUERTO VISTA DRIVE 100 YR HGL 24 FL809.18 = 808.70 8'4' FL = 100 YR WSEL = 813.93 WSEL=811.67 810.37 0.50% 815 = 24" RCP 100 YR WSEL = 811.87 15 YR WSEL = 810.34 11 YR WSEL 809.28 EXIST 8x4 RCB EXISTING POND @0.50% THE PARKS AT BOAT CLUB 805 D.O.E. #4747 8+00 9+00 100 50 0 GRAPHIC SCALE IN FEET LAKE POINTE PHASE 4 DETENTION POND PROFILES EXHIBIT "B" PAGE 3 OF 4 Unofficial Copy PVI STA PVI STA 2+00.41 PVI STA 1+40.77 PVI STA 0+69.
9.92 PVISTA 1+04.76 PVI STA 0+11.92 PVI STA 0+15.92 830 825 EAGLE LANDING DRIVE 4:1 820 100 YR WSEL = 817.46 k 815 810 0.50% ELEV=811.00 LEV = 822.09 ELEV=813.00 ELEV = 822.00 ELE LEV = 812.00 ELEV = 822.00 ELEV = 821.00 805 1+00 2+00 0+00 3+00 4+00 5+00 RS PELOTON LAND SOLUTIONS LAND SOLUTIONS PELOTON 805 0+00 810 ELEV 822.54 815 ELEV 822.28 820 ELEV = 811.00 830 825 BLUFF DRIVE MOUNTAIN PVI STA 0+14.30 PV STA 0+19.14 PVISTA 0+64.82 1+00 ELEV = 810.24 ELEV=810.00 ELEV 809.73 2+00 ELEV 810,00 PROFILES DETENTION POND PHASE 4 LAKE POINTE PAGE 4 OF 4 EXHIBIT "B" ELEV = 817.54 3+00 805 0+00 ELEV 3620.38 ELEV811.00 Copy BLEV 810.35ELEV = 810.00 ELEV * 809.48 3+00 4+00 Ados jeisyoun
LEV 810,00 PROFILES DETENTION POND PHASE 4 LAKE POINTE PAGE 4 OF 4 EXHIBIT "B" ELEV = 817.54 3+00 805 0+00 ELEV 3620.38 ELEV811.00 Copy BLEV 810.35ELEV = 810.00 ELEV * 809.48 3+00 4+00 Ados jeisyoun PV STA 0+96.07 PVS STA 1+23,83 5 YR WSEL = 811.67 1 YR WSEL=810.37 100 YR WISEL 813.93 PVISTA 1+60.64 PV STA 2+19.24 4:1 PV VSTA 2+ 2+49.47 P DRIVE PVISTA 0+19.66 4:1 PV STA 0+57.43 PVISTA 0+93.84 PV STA 1+17.14 PV STA 2+56.60 SECTION E-E ELEV = 809.34 ELEV 810.00 ELEV ELEV 811.00 812.00 GRAPHIC SCALE IN FEET 0 50 ELEV + 814.59 ELEV 816 816.00 Z 100 805 810 100 YR WSE SEL = 813.93 815 5 YR WSEL 811.67 1 YR WSEL-810.37 PVISTA 3+73.00 PVISTA 3+90.85 PVI STA 3+94.85 PVISTA 4+19.00 PVISTA 4+29.37 PVSTA 4+37.86 820 825 G:\JOB Page 18 of 24 Page 19 of 24 EXHIBIT “C” CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation maintenance of this Facility is inspection.
General Maintenance Procedures The structural and functional integrity of the Facility shall be times by removing and preventing drainage interference, obstr# be removed and the pond/basin returned to original lines apd gradés_shOwA on the approved engineering plans. In addition, corrective méastxes are required any time a basin does not drain completely within 72 hours o ation of inflow. NO STANDING = removed every 6 months or as e basin. Disposal shall be in ations.
Accumulated litter, sediment, and d necessary to maintain proper accordance with federal, state a onthly between the months of April and eds 12-inches in height.
ng and clogging the downstream storm sewer or similar screening device shall be installed over the system a wire outlet until fina
ate a onthly between the months of April and eds 12-inches in height.
ng and clogging the downstream storm sewer or similar screening device shall be installed over the system a wire outlet until fina inspections of all components will be conducted every 6 months.
shall be kept of maintenance actions, and inspections. The log uld document the condition of the detention system’s primary mponents, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom.
e Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request.
STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev. 11/17/2016 Page 20 of 24 — EXHIBIT “D” MAINTENANCE CHECKLIST STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 05/14//2014 Page 21 of 24 EXHIBIT “D” Stormwater Structural Maintenance CHECKLIST FREQUENT DATE REPAIRS REPAIRS INSPECTION REQUIRED Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION | Condition of Pond an i Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation / Location of Erosionf | Percent of vegetation Condition of tra guard .
Location pf Erosten_.
A SCNS | MAJOR \ Sea Quality Stroettire Type of Stormwater Quality Structure Structure type and Condition Condition of RipRap i \7 LA y LL LUE |Z AS a: LT STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11/17/2016 ) > oO m Vo ; pA o 2 = x ¢ 10 Page 22 of 24 Condition of filtration system Berm or Embankment Settlement Location of erosion Animals life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11/17/2016 11
age 22 of 24 Condition of filtration system Berm or Embankment Settlement Location of erosion Animals life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11/17/2016 11 Fort WorRTH Facility Name: INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Facility Agreement Number: °Q Fort Worth at Management Basin/Pond Number: ected By: Date: Basin Conditions: 3. Does dam or emergency spillway show sig ion, settling, cracking, or other problems?
Is there evidence of animal burrowing in > Y' q Y' Is there evidence of changes in shape or vol oe 2 Y Do vegetated areas need mowing? Y Oy Y' ONO Structural Components: Ohon > Pian for correcting deficiencies: CFW- SEPTEMBER 2015 Are there trees or woody growth in dam?
Are there areas that need to be re-vegetated?
9. Is there any accumulation of silt, trash, debris or litter in oe 10. Are there any other basin maintenance activities needed?
Are pipes, channels, trash racks, etc. free of obstructions?
Are pipes, spillway or trash racks in need of repair?
Is the low flow or trickle channel in need of repair?
Is the outfall channel in need of repair?
Are there any other structural maintenance activities needed?
N N Form CFW-6 Appendix A ss Representative A-17 vz 40 €7 abed Page 24 of 24.
MARY LOUISE GARCIA COUNTY CLERK 100 West Weatherford fort Worth, TX 76196-0401 PHONE (817) 884-1195 TPW STORM WATER DEVELOPMENT CITY OF FORT WORTH 1000 THROCKMORTON ST
-17 vz 40 €7 abed Page 24 of 24.
MARY LOUISE GARCIA COUNTY CLERK 100 West Weatherford fort Worth, TX 76196-0401 PHONE (817) 884-1195 TPW STORM WATER DEVELOPMENT CITY OF FORT WORTH 1000 THROCKMORTON ST FT WORTH, TX 76109 STORM WATER DEVELOPMENT PGS $104.00 Filed For Registration: 2/20/2018 Or Instrument #: ECS) AICH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW.