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HomeMy WebLinkAboutContract 62322Date Received: 11/18/2024 Time Received: 9.37 a.m. Permit No.: SWFMA-24-0107 City Secretary No.: 62322 RETAINING WALL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 17th day of November 20 24 by and between Ryan Vinson and Michelle Craven, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as being out of and a portion of Lot 24, Block 1, Montrachet, an addition to the City of Fort Worth, Tarrant County, Texas according to the deed recorded in Document No. D220089825. Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Retainina Wall 4333, hereinafter called the "Plan'', which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for the construction and maintenance of a Retaining Wall Facility on a portion of the Property being more particularly described by the metes and bounds in Exhibit "A"; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that a Retaining Wall Facility be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that a Retaining Wall Facility ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors OFFICIAL RECORD RETAINING WALL MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03115/2022 BN FT. WORTH, TX and assigns, the location and dimensions of which is shown on the attached Exhibit "A" ("Facility Property"); and; NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Retaining Wall Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, which needs maintenance or replacement to perfonn their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby 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 deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition acceptable to the City, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its RETAINING WALL MAINTENANCE AGREEMENT 2 Rev. 03/15/2022 BN successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perforrn the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. b. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE RETAINING WALL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) EROSION OF THE SOIL BELOW THE RETAINING WALL AND ITS RETAINING WALL MAINTENANCE AGREEMENT 3 Rev. 03115/2022 BN FOOTING, AND (2) AND FAILURE OF THE RETAINING WALL AND ITS FOOTING TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. This Agreement shall be recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [REMAINDER OF THIS PAGE TO REMAIN BLANK] RETAINING WALL MAINTENANCE AGREEMENT 4 Rev. 03/15/2022 BN Executed this 17th day of November 2024 CITY OF FORT WORTH ball �JAOfo�F Dana Burghdoff (Nov 202411/4 CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Nov 17, 2024 Approved as to Form and Legality: By:Matthew Murray Title: Assistant City Attorney City Attorney's Office Date: Nov 14, 2024 ATTEST: nnq �o od P,p,00 o°�d Jannette S. Goodall City Secretary Date- Nov 18, 2024 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. 16X��� a4a&'V- D Rebecca Diane Owen (Nov 15, 202409:40 CST) Rebecca Owen Planning Manager Date: Nov 15, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT 5 Rev. 03115/2022 BN LANDOWNER Ryan Vinson 'u a Naive: Ryan Vinson Title: Landowner ff Date: t l ! la / LANDOWNER STATE OF Ttw § COUNTY OF TRY-Y- AA § BEFORE ME, the undersigned authority, a Notary Public in and for the State of t OW , on this day personally appeared �� OOA � 1 M O O (name), W vl �N' (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of A (entity), a Il� (entity type) and in the capacity therein stated. P GIVEN UNDER MY HAND AND SEAL OF OFFICE this (i day of Iv avQl�Rrt I� �ll� , 20_1,A. MOLINA MARIE SANDERS A kvqw Notary public, State at Texas Notary Public, State of N+mac Comm. Expires 03-30-2027 Notary ID 134280767 RETAINING WALL MAINTENANCE AGREEMENT 6 Rev. 0311512022 BN LANDOWNER Michelle Craven -e Nat e: Michelle Craven Title: Landowner Date: (I / 1 al a I LANDOWNER STATE OF Xa § COUNTY OF TyaY V-MM § BEFORE ME, the undersigned authority, a Notary Public in and for the State of xGl � , on this day personally appeared t 1 I (i�/«_ i E P Y-a vm (name), W A4A(- (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of A (entity), a (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this , 7i I' day of VO`VAMAYIW ,20_2, 14 w�t`vvrr�•, MOLINA MARIE SANDERS fi_Notary Public, State of 7exao Notary Public, State�F" Comm. Expires 03.30.2027 ,,,,,r Notary ID 134280767 RETAINING WALL MAINTENANCE AGREEMENT 7 Rev. 03115/2022 BN STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before one on the 17th of November by Dana Burghdoff. Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Notary Public, State of Texas PRYP�e/ WENDY L BEARDSLEE o� a Notary Public , * * STATE OF TEXAS Notary I.D. 13323719-3 My Comm. Exp. July 28, 2025 ' RETAINING WALL MAINTENANCE AGREEMENT 8 Rev. 03/1512022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT Rev. 03/15/2022 BN �4V Page Iof2 `��t1 Exhibit A-1 (f Proposed Retaining Wall Compiled October 22. 2024 • AN06150-R4 *see Page 2 of 2 for Exhibit BEING a 0.002 acre. (95 square foot) proposed retaining wall, being out of and a portion of Lot 24, Block 1. of MONTRACHET. plat of said subdivision recorded under Document Number D220089825, of the Plat Records of Tarrant County. Texas: and being further described by metes and bounds as follows: BEGINNING at point being the southwest corner of said proposed retaining wall, from which a 5/8" capped iron rod found for the southwest corner of said Lot 24 bears N 73°14'11" W. 0.06 feet, and S 16°48'00" W. 153.08 feet: THENCE N 16°45'48" E. 92.35 feet. to a point for the northwest corner of said proposed retaining wall. from which a 518" iron rod found for the northwest corner of said Lot 24 bears N 16°48'00" E. 674.40 feet; THENCE over and across said Lot 24, with said proposed retaining wall the following: 1) S 73°14'11" E.1.01 foot, to a point for the northeast corner of said proposed retaining wall 2) S 16-44.09" W. 92.35 feet, to a point for the southeast corner of said proposed retaining wall: 3) N 73°14'11" W, 1.05 feet. to the POINT OF BEGINNING. and containing 0.002 acres. (95 square feet) more or less. Notes: 1) An easement exhibit accompanies this description. 2) Bearings. Distances, and/or Areas derived from GNSS observations performed by Texas Surveying. Inc. and reflect N.A.D. 1983. Texas State Plane Coordinate System. North Central Zone 4202 (GRID). Easement Description Certified Correct: Zachari vory, Registered Professi W I and Surveyor No. 5966 Texa urve inq. Inc. - Aledo Branch 208 . Fr t St. - Aledo. TX 76008 aledo,Qxsurveyinq.com • 817-441.5263 AN06150•R4 - Compiled October 22, 2024 Rip OF T co N ZACHARIAH R. SAVORY SURv� TEXAS SURVEYING & X ENGINEERING WEATHERFORD - MINERAL WELLS - ALEDD S� SURVEYING FIRM No. 1010DODO • ENGINEERING FIRM NO. F-17506 6 Page 2 of 2 Q , pea Exhibit A-1 Notes: do • ' ' • ' - - - ' • ' • 1) An easement desulptinn accompanies this exhibit. .................... Proposed Retaining Wall 2) Bearings. Distances. and/or Areas derived from Compiled October 22. 2024 - AN06150-R4 GNSS observations and feltect N.AD. 1983, Texas /1 ...... *see Page 1 of 2 for Description Slate Plane Coo:dinaie System. North Central Zone .1.......•.•.•....•.....'.•.•.•.'.•.•.•.•.•.•.•.•.'.'.. - 4202 (GRID). • C'3• •,•,-••••••••.•••••'-••••• •---•- 3) Currently iris tract appears to be located within O1......•.•.•.•.'.'.•.•.'.•.'.•.'.•.•.•.•.'.•.•.•.'.'..•.'.'.•.•..•.•..•.•.•... one or more of the fallowing areas: ' • • • • • • • .. • . • • • • ... • .. • . • • • • • • • • • • • • Floodway Areas in Zone "A[" - The floodway is the ! •�^`'i _�•••'.••-•:•••.•.•..•. • ..•'••.•...•.•.•••.•••,••••••.,-'.•-•-•-'.•-.... channel plus any adjacent entfloodplain areas that must •�� nwab • be kept free of encroachment so that the 1Y. annual • • •sere: • • - • • - • chance flood can be carried without substantial ...•............•...'.....•.•.•.•.•.'.•.•.'.•.•.•.•.•.'.... increases in flood heights. '"'1 "•""'"v !! !....................................... . .. other Flood Areas. Shaded Zone .'%'.. Ateas of 0.2r. 1 Wtl1 �!! ` �! • • • • • • • • •. • • • ••••••••••••••••••••••••••••• .. annual chance flood: dleaS of 1,. annual chance flood r.y i V•) ! - ' ' ' ' ' ' ' '•'•'•'•'•'•'•'•'•'•'•'•'•'•'•' .•. , .. with average depths of less than I fool or with Zpy�A................................ 4 ....... drainage areas less than I square mile: and areas �+ !! �� 1i1 'r(S� .......•.•..•.'.•. ..•..•..., protected by levees from I-,- annual chance flood. 4r f !! 4p °'aL4clJ Other Areas. Zone "%' Areas determined to be Lot 24, Block I •ago • • • • • • • • ......... outside the 0�2.: annual chance Itoodplain. q7 Il ,� !!!! MONTRACNET ADDITION k'ivrh'D "" y. dev • • • • - • - Zone AE Floodwa]f •• • • • • • • According to the F.I.R.M. Community Panel Lot 25 Cl- 1 Ch Doc- r D220089825 at dre Cor .. b.�p"""•'•'.•.......... • ....... . !! �o9P ife�. a//d • , ir,f�, • . • • • • • , , • , , • , • • 48439CO280K. dated 09/2512009. for up to date Block I ! 4 1! P.R.T.C.T. Ease taGje n • • • • • • • • • • • • . • . • ... • • . • • . • Ilood hazard information always visit the official �A If oa' Lrl Zone X �"�trp .. • . • . • ..........•.'.'.•.•.•.'.' F.E.M.A. website at (www.FEMA.gov). /ar ___ Z • . ....... 4) Ail corners are points, unless otherwise noted. �1 ! rti RYPPlica y9 OOO::...................'............................................... P.O.B. Stone"x+stin ................................................... .. ...'.........................(ralnr�9 kau ......... ! L! srO F .. sr, ns 1 �4coxisti ! 4c'ere `t9 ily�e�1�rYQka �Pfl \ P Nd; :..:.;..:•:•: : rv' rY0lra!) o i� ............. ..................... O .................. rd ,:a OO Pool \ ............... �°aoe ......... . 4333 fs �ryA��sA C." AIZ 0, O I Concrete Hw W. fiery ` overt& Drainage —4'o's°jqQw 4A �fT ical} \ N �� Structure r �9 ry�lsa feint \ \ice INE BEARING DISTANCE LI N 73°'14'11" W 0.06' L2 S 16°48'00" W 153.08' L3 S 73°14'11" E Lol, L4 N 73°14'11" W 1.05' L5 N 16°48'00" E 674.40' ill =30' yt U � � 4Z TEXAS ' t' SURVEYING& ENGINEERIN@G (Z 4EATNERFDRf1 - MINERAL WELL9 ALEDII ^ ��� SURVEYING FIRM No. 101DDDD0 - ENGINEERING FIRM No F-17SE6 I J� Page I of 2 �` Exhibit A-2 do Easement Exhibit Retaining Wall Easement Compiled October 22, 2024 - AN06150•R4 *see Page 2 of 2 for Exhibit BEING a 0.002 acre, (82 square foot) six foot (6) wide retaining wall easement. being out of and a portion of Lot 24, Block 1. of MONTRACHET, plat of said subdivision recorded under Document Number D220089825, of the Plat Records of Tarrant County. Texas: and being further described by metes and bounds as follows: BEGINNING at a point for the intersection of the west line of said Lot 24 with the apparent south line of the Private Variable Width Drainage Easement as shown on said plat of MONTRACHET, said point being the southwest corner of the herein described easement. from which a 5/8" capped iron rod found for the southwest corner of said Lot 24 bears S 16048'00" W. 237.53 feet: THENCE N 16048'00"E. 12,90 feet, with the west line of said Lot 24, to a point for the northwest corner of the herein described easement. from which a 5/8" iron rod found for the northwest corner of said Lot 24 bears N 16048'00" E. 669.40 feet: THENCE over and across said Lot 24. the following: 1) S 73014'11" E. 6.00 feet, to a point for the northeast corner of the herein described easement: 2) S 16-44.09" W.14.31 feet. to a point in the apparent south line of said Private Variable Width Drainage Easement, for the southeast corner of the herein described easement: 3) N 60°00'31" W. 6.18 feet, with the apparent south line of said Private Variable Width Drainage Easement, to the POINT OF BEGINNING. and containing 0.002 acres. (82 square feet). more or less. Notes: 1) An easement exhibit accompanies this description. 2) Bearings, Distances, and/or Areas derived from GLASS observations performed by Texas Surveying, Inc. and reflect N.A.D.1983. Texas State Plane Coordinate System, North Central Zone 4202 (GRID). Easement Description Certified Correct: Zac I' ri vory, Registered Professi ^f and Surveyor No. 5966 Texa urve ing. Inc. • Aledo Branch 208 . Fr t St. - Aledo, TX 76008 aledo Usurveying.com - 817-441-5263 AN06150-R4 - Compiled October 22. 2024 OF T .,5.T.... F CO Ln ZACHARIAH R. SAVORY 9�fiO�'c�S SRO �,O SURD TEXAS SURVEYING & ENGINEERINP NEATNERF➢R➢ - MINERAL WELLS - ALEDD ■� SURVEYING FIRM ND. IGIDDDDD - ENGINFERIRG FIRM NG- F-17506 - \� `,4\9 Lot 25 Block t P Exhibit A-z age 2 of 2 • • • Notes: •,•- -- -•,• • • •• U An easement description accompanies this exhibit. Easement Exhibit 0.002 Acres Retaining Wall Easement 2) Bearings. Distances. and/or Areas derived from (82 ± Sq.Ft.) ` Compiled October 22, 20�4 AN06150 R4 GNSS observations and reflect N.A.D. 1983. Texas 6' EdSBTTleflt f p State None Coordinate System. North Central Zone *see Page 1 of 2 for Description 4202(GRID). 3) Currently this tract appears to be located within �.�.��`. ! 114 ...........................'...... One of more of the following areas: • • • • • • • • • • • • • - • • • • - • • - • • • • • • • • • • • • - • • Floodway Areas in Zone "AE" - The foodway is the g -\ !r'=. ' ''.'.'.:.:•:.:.:.:.:.:.:.:.:.'.'.:.'.'.'.:.:.:.:.:.:...:,:•:,-,:•:,:,:, • , channel plus any adjacent floodplain areas that must ! !I •���� be kept free of encroachment so that the T, annual ! • • • • •stem • • • • • • • • • • • • • • • • • • • • • • • • • • • chance Ilood can be carried without substantial ! ! ••••• • • • ....... • ........... • . • .......... increases in flood heights. Other Flood Areas. Shaded Zone' X" - Areas of 0.2i �'°reu^ �! !!!! l • •-.'.•.'.'..•..•......'.'.•.'.'.'.'.'......•..•.'.'.'.•.'.'.'... annual chance flood: areas of 1,� annual chance flood p.teinn9 P,epvs.a ' • ' ' ' '•' ' ' ' ' • ' ' U. annual with average depths of less than 1 fcot or with ...........•.•'...'.-.-.-.'.....•_•.......,,,', Lot 24- Buick 1 'e.•....•.•..•..•...•.'.•.•.'.'.. drainage areas less than I sQmile: and areas iS protected by levees from annual chance flood. 4,p !7i}Q•P�j Other AIL, Zone "X' - Areas determined to be ^� !! go - • .. - - - . - . outside the 0.V annual chance flood lain. MIONTRACHET ADDITION W,orhDa��°i;ate '� • • • • • • • Zone AE FloodWay •• • . • • • • • • According to the F.I.R.M. Community Panel Doc. D220089825 ra��9ere La�Or'atjo • �` Wn"•_•.•.•. • • • • • • • • - • • • - 48439CO280K, dated 09/25J2009. for up to date P.R,T.C.T. FaSP robe ` .......................... flood hazard information always visit the official o�l ul F.E Zone X o -M.A. websi[e at (www.ffMA.gov). jrp/art 4) All corners are points. unless otherwise noted. StagePfrsrlq - O ..'..'...•.•... •.-.'.•. •.•...-.•.•..•.•.•.•.•. •..•.'. •. •......•.•..••••.•.......' ar A O �! (TYPica!} 9 Waft "''''. . '. . .. ''.............. '''.. . ... . ! s-ra .........'.'.'.'.'.'.'.'.'.'.'. ! IN. P� O E ................ 1p P'�............... ?Lry9 O co'cs`n9 \ .•.. , or �a.•.•.•.•.•.•...,.•.•.•.•.•...•...•.•.•.•.•.•. xishry r�caJn9�aii �°\ ........................... CO,qe .......... ypkdo ............ Fk; Pool c.oP.e 3_ yo 2O no° n.e 1 4 3 fSAI, (Tlo�a£0 9 O y Concrete wNa p„ q`0�u` �illaverr� \ a /Drainage aer{"cr.r (T Ian �jPieal) Qoo LINE BEARING DISTANCE Ll N 16'48'00" E 12.90' L2 5 73°14'11" E 6,00' L3 5 16'44'09" W 14.31' L4 N 60'00'31" W 6.18' 2 L5 N 16°48'00" E 669-40' "�O'fli 1fl = 30' Structure i y�� ari TEXAS SURVEYING & ENGINEERINP VEATHERFDRB - MINERAL WELLS • ALEHO SURVEYING FIRM NO. 10100009 - ENGINEERING FIRM No. F-17506 vk J� V Page 1 of 2 � Exhibit A-3 � Proposed Retaining Wall Compiled October 22. 2024 - AN06150-R4 *see Page 2 of 2 for Exhibit BEING a 0.002 acre, (95 square foot) proposed retaining wall, being out of and a portion of Lot 24. Block 1, of MONTRACHET, plat of said subdivision recorded under Document Number D220089825. of the Plat Records of Tarrant County, Texas: and being further described by metes and bounds as follows: BEGINNING at point for the southerly southwest corner of said proposed retaining wall, from which a 5/8" capped iron rod found for the southwest corner of said Lot 24 bears N 73012'00" W, 19.21 feet. and S 16°48'00" W. 192.98 feet: THENCE over and across said Lot 24, with said proposed retaining wall. the following: 1) N 16-45.50" E, 51.30 feet. to a point for corner: 2) S 731411" E. 1,00 feet. to a point for corner: 3) S 16-37.54" W, 1.53 feet, to a point for corner: 4) 5 7314'11" E. 30.15 feet, to a point for corner: 5) S 67°30'37" E. 7.64 feet, to a point for corner: 6) S 16°45'49" W. 6.67 feet. to a point for corner: 7) N 73-14.11" W. 1.00 feet, to a point for corner 8) N 16345*49" E. 5.76 feet. to a point for corner: 9) N 67°30'37" W. 6.68 feet, to a point for corner: 10) N 73°16.30" W. 30.10 feet. to a point for corner: 11) S 16°45.49" W, 48.75 feet, to a point for corner: 12) N 7317.30" W, 1.00 feet. to the POINT OF BEGINNING. and containing 0.002 acres (95 square feet) more or less. Notes: 1) An easement exhibit accompanies this description. 2) Bearings, Distances. and/or Areas derived from GNSS observations performed by Texas Surveying. Inc. and reflect N.A.D.1983, Texas State Plane Coordinate System. North Central Zone 4202 (GRID). Easement Description Certified Correct: OF T Zachari vory Registered Professi I and Surveyor No. 5966CPO RIAH R. SAVORY Texa urve Ing, Inc. - Aledo Branch • • • • • • • • .. • ... .. . 208 - Fr t St. - Aledo. TX 76008 5966 aledoatxsurveyinq.com • 817-441-5263 0,c p� O AN06150 R4 Compiled October 22. 2024 •.. S... .: ' y SUR�<C TEXAS SURVEYING& ENGINEERING VEATHEAFi1Ao MINERAL WELLS • ALE00 ��\drS— SURVEYING FIRM No. 10100000 - ENGINEERING FIRM No. Fd7SB6 ! \t Lot 25 Block I u`a°naoeu`' Page 2 of 2 Exhibit A-3 .'...... Notes: .','•','•', ' ' ' ' ' ' ' ' ' ' ' 1) An easement destrlplion accompanies this exhibil. i Proposed Retaining Wall 21 Bearings. Distances. andlor Areas derived from Compiled October 22. 2024 - AN06150-R4 GNSS observations and rellect N.A-D. 1983. Texas *see Page I of 2 for Description State Plane Coordinate System, North Central Zone .'...... .. 4202 (GRID). O; .".!"',..'.'.'"'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.'.'.'.'.'.. . 3) Currently this tract appears to be located within f4�........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.."... one or more of the folloMnq areas, Floodwa y l �•-' " • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • y Areas in Zone 'AE" -The Ilootlwa is the ••��•'•'•'•'•"•'•'•"•"•"•"..".".".".".".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... channel plus any adjacent floadplain areas that must ! 1; _ be kept free of encroachment so that the 11,, annual 1 ... .....................'.'.'.'.'.'.'.'.'.'.'.'.'.. . R°cmea 1 r"rl! U1 49~ ` • ' ' ' ' sews • • • • • • • • • • • • • • • • • • • • • • • • • • • • chance flood can be carried without substantial P oro .a Iceenna ^ _ ��; ... ..•.•..................... .'.. increases in flood heights. w•a w,,, �!! P �ttl'ij " " ' . . ..•.•.•.•.•.•.•. . ..•.•.. ,', .".'. "...".'.'.'..'..'.'.'..... Other Flood Areas. Shaded Zone %' "Areas of 0.28 cr ! annual chance flood, areas of 1:4 annual chance flood C(y ''•...••..•.,,,•,,,,•,,•,,,,,,,,,•,•.•••, with average depths of less Irian Ifeet orwith • • • :.• • .. " " " " " " ' " " " " ....... " " drainage areas less than I square mile: and areas t1'1 11 Q \ k (Sh ' ' ' ' ' ' ' • • ' • • ' • • • • • • • • • • • • • • • • • • • • • protected by levees from I`l, annual chance flood. 1 0� ll Q` Qo dOrPd1 ' ' ' ' ' ' ' ' ' ' ' ' • ' • • • • • • • • • • • • • • • • • Other Areas. Zone " %' - Areas determined to be ! P.O.B. .a ,r !ti o /a1 • • • • • ' ' • ' . • • . • • • outside the 0.2.' annual chance Iloodplain. Lot 24. Block S a/hQ`a a� ' ' ' ' • ' 'e•,Z°One AE FIOOdWBy,•••••••,•••_•.•.•. According to the FLR.M. Community Panel 1 !! 610NTRACHETADDITION �n09e a ""oh- .. i�+.h 48439CO280K, dated 09125/2009. far up to date Doc. » D220089825 SOS- ve, n \ •,'•'•'•-.'•'.',' ' ' ' '•' • • • • • • ' flood hazard information always visit the official / P.R.T.C.T. zone X en�ra \\ • • • • • • • • • • • • • • • • • . F.E.M.A. we4site at (www.FEMA.9ov). /1 U0 J • • .".'.'.'."..'.'.'.'. •.'.'.'.'.'.'.'. 4) All corners are points. unless otherwise noted. !/ 1 Slone Fxrsrin O \ \....::•'••.•.•:•:....•.•...•.•.•...•...'................ ...'.'.'. ".'.'.'.'.'. 4 O \\ �'! lTYPica719 Wart \...................................... CFkistin9 rR'Ca�'qa// ` (T),-D.- rryp!<e;)P a \..................'.'.'.'.'... ....................... O •... ................ re ,.d F O O Pool 4333 �SPr/ IrAbl, 9 O Concrete "rg s �•+swrea°a.,�AvPry ` �overl� Drainage +� `:o (Ip ` (T picot) \ d �� Structure LINE SEARING LI S 73°14'11" E L2 5 16°37'54" W L3 S 731411" E L4 S 67°30'37" E L5 S 16°45'49" W _ L6 N 73°14'11" W 1 f t= 30 ' L7 N 16°45'49" E DISTANCE LINE BEARING DISTANCE 1.00' L8 N 67°30'37" W 6.68' 1.53' L9 N 73'I6'30" W 30.10' 30.15' L10 N 73°17'30" W 1,00' 7.64' 1-11 N 73'12'00" W 19.21' 6.67' L12 S 16"48'00" W 192.98' 1.00 L13 N 73°I2'00" W 19.18' 5.76' L14 N 16°48'00" E 675.54' e y r0b/ TEXAS / SURVEYING& ENGINEERIN@ VEATHERFDRD• MINERAL WELLS -ALE00 /'� ��� SURVEYING FIRM NO, 10100000 • ENGINEERING FIRM No. F-17506 I Page 1 of 2 �� � Exhibit A-4 Easement Exhibit Retaining Wall Easement Compiled October 22, 2024 - AN06150•R4 *see Page 2 of 2 for Exhibit BEING a 0.015 acre. (659 square foot) eleven foot (11') wide retaining wall easement, being out of and a portion of Lot 24. Block 1. of MONTRACHET. plat of said subdivision recorded under Document Number D220089825, of the Plat Records of Tarrant County. Texas: and being further described by metes and bounds as follows: BEGINNING at a point in the apparent south line of the Private Variable Width Drainage Easement as shown on said plat of MONTRACHET, said point being the southwest corner of the herein described easement. from which a 5/8" capped iron rod found for the southwest corner of said Lot 24 bears N 60"00'31" W 14.56 feet, and S 16°48'00" W. 237.53 feet: THENCE over and across said Lot 24. the following: 1) N 16-45.50" E. 15,08 feet. to a point for corner: 2) S 73°14.11" E. 10.99 feet, to a point for corner: 3) S 16-37.54" W. 1.53 feet. to a point for corner: 4) S 73014'11" E. 25.41 feet. to a point for corner: 5) S 67"30'37" E, 12.41 feet. to a point for corner: 6) S 16045'49" W. 16.19 feet, to a point for corner: 7) N 73014'11" W. 11.00 feet, to a point for corner: 8) N 16°45'49" E. 6,24 feet. to a point for corner: 9) N 67030'37" W. 1.90 feet. to a point for corner: 10) N 7316'30" W. 24.86 feet, to a point for corner: 11) S 16°45'49" W. 5.12 feet, to a point for corner: 12) N 60000.31" W. 11.30 feet, to the POINT OF BEGINNING. and containing 0.015 acres (659 square feet). more or less. Notes: 1) An easement exhibit accompanies this description. 2) Bearings. Distances. and/or AreaE derived from GLASS observations performed by Texas Surveying, Inc. and reflect N.A.D.1983, Texas State Plane Coordinate System, North Central Zone 4202 (GRID). Easement Description Certified Correct: OF T ____ ____ ___� (n Zacharia 4. vory. Registered Professi and Surveyor No. 5966 ZACHARIAH R. SAVORY Texat.Frjrm/t ve Ing. Inc. - Aledo Branch "' ..' a "''596fi ' 208 St. - Aledo. TX 76008 aledo;d;txsurveying.com - 817-441.5263 ��,''•.F�S Spa. ''�� AN06150 R4 - Compiled October 22. 2024 rexas SURVEYING & ENGINEERINP (, VEATHERFORG - MINERAL WELLS • ALE©R /� SURVEYING FIRM No. 10100000 - ENGINEERING FIRM No, F-17566 u `t Page 2 Of Z V Yon aaJ Exhibit A-4 Notes Easement Exhibit T) An easement description accompanies this exhibit. Retaining Wall Easement ".".'_.... ' '.".".".".' Com fled October Z2, 2024 AN06150-R4 2) Bearings. Distances, and/or Areas derived from _ p GNSS observdlions and reflect N.AD. 1983. Texas _ *see Page 1 of 2 for Description State Plane Coordinate System, North Central Zone '�......-.-..•.•.•.•_•.•.•.• ".'..."... 4202 (GRID). \.".".L,3.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..... 0.015 Acres 3) Currently this tract appears to be located within +r' ' ' t _ (�i Q C } 1 one or more of the following areas: .��• •.• • ' 65 l ±- SgTt.) FEootlwaY Areas in Zone "AE' -The ftoatlway is the !ham -' " " �` ' ' ' ' ' ' ' ' ' '_ ' ' " ' ' ' channel plus any adjacent Iloodplain areas that must ! -!/,- • .�,i�.'Efi ........ • .11�. Easement. - • be kept Iree of encroachment so that the I" annual 1 11 14 z `r hopmN ... . . . . . . . . . . . . . .. ... . /}��►! 11 St • • • • • • • • • • - • • • I • - .... • • • • . • . • chance Irood can be carried without substantial ...'.'.'.'...'...'.".".'.'.".".".".". increases in frond heights ! II i(( ` it - .. • .. • . • .. " " " " " .. ' • ... " " " .. • . Other Flood Areas. Shaded Zone 'X' - Areas of 0.2Y: cmc�s.� 7 �� /�..................................... . n ei n5 I P,�,,,, !! � v - - - - • - • • - - • • - - • • • • • • • • • • • • • • • • • • • • • • annual chance Hood: areas of I:: annual chance flood q.e..1q 11 \� '''''' ''''''''''''''''''-'' with average depths of loss than lfoot or with wa ��I...........•.•.'.'.'.'.'.'.".'.".'.".'."."-".'.'.".'.'.•. drainage areas less than I square mile: and areas ! L D U (Sh protected by levees Irom lr, annual chance flood. !! !11 4p adPd) Other Areas. Zone'%' -Areas determined to be ! 1! Lot 24- Black I w. p A�ox • . • . • . • • . • • . outside the 0.21. annual chance floodplain. �� ll MONTRACHET ADDITION ar7o /Qr;Y ��are ... .. • . •Zone AE FlDadwff • • • • • • According to the F-I.R.M. Community Panel tot 25 ^� Doc. 9 D220089825 rOr °re Zoc _. - •f°•'.................... . ! !1 rdoge L°j, °f , , �ra1d, , , , , , , , , , • , , , , , _ , - , , , . 48439CQ280K. dated 0912512009. for up to dale Block I ! !1 P.R.T.C.T. F° r°bj �o ... • .... • .. • • . • • • • • • • • • • • • flood hazard information alwaY s visit the official SA ° e Zone X �lrp F.E.M.A. websile at (www.FEMAgav). ..•..••••••................. 4) All corners are points. unless otherwise noted. 1 O ! SrO'e�F�sU. OO Fkjs \ ............'."...'.'.'.'..'.'. EX'stra cO� 9�`°ii AkO%e Carters g ... . ir ........ rasa• F O Pool '.'.'..'..'..•'..'..'..'....... and ¢333 H9 /'...` s �f ` ar°1 Concrete a,�9f'rW�•!• so / 4V(i b ` \ � \ •••k" Drainage LINE BEARING DISTANCE LI N 60°00'31" W 14.56' L2 N 16°45'50" E 15.08' L3 S 73°14'11" E 10.99' L4 S 16°37'54" W 1.53' L5 S 73°I4'11" E 25AF L6 S 67°30'37" E 12.41' ?nC V = 30' L7 S 16°45'49" W 16.19' ov (T (TPical) �o LINE BEARING DISTANCE L8 N 73°14'11" W 11.00' L9 N 16°45'49" E 6.24' L10 N 67°30'37" W 1.90' 1-11 N 73°16'30" W 24,86' L12 S 16°45'49" W 5.12' L13 N 60°00'31" W 11.30' L14 N f6°47'58" E 682.31' Structure TEXAS SURVEYING & ENGINEERING YEATHERFQR6 - MINERAL WELLS - ALEQII INC Mr, SURVEyina FIRM Ni. 10100000 - ENGINEERING FIRM No F•17506 bK EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS RETAINING WALL MAINTENANCE AGREEMENT a Rev. 03l1512022 BN N L � 8 E � 3 (I e' `1 mlwloolf f ul�e-�Im. clw�,lm. N. I. S"I Exhibit B-1 DONEGALNILLS D210323404 'AY NO. 2871 TC•T y D- LO P%` �2r C �13r lli y ` YONTSERRAT26 �La Z - � ' : f \) � a� $ [r-••-�`' q cw� xiw. ` "vl frB p`tifr - f 'le �.t • ♦ i 'G6 • sl '"+a'+ /� Ste.1'} .....i I Z _ 1 m 4 3yg '� ..,. ... rwrver mwit• •v ' - 1B 3r lKCGKS 0��FIT 7e 'i • " 5 w i b J. . j1i l F. 66Y .n..R 6106 1 s '°' v j9e • I. i r' ti 3:� `.. �a"n sl 1 I 41 all �: •S 9 e 10 t] +� r �.e... 1l � r e� i � i ' ,i,..f � , f •�, n al '' �y ]➢ ti ` �m aFrP° i S 3M ,.4 y i 7 IV t 1: Hw.,e...K;rc coeAv[Ial..o...,R, -1 •} s�'T"F'" ; ie;" Re i ..I 4t 1 •' ..." w , r ate, I COS . e �:.. � 1 i s 21 1 N i `4�3 S 0 �+ Y� ..w• 1 I` i i �l' I n •I v wnar,�ramm ' ` lE`\ �ii A 21 '•� ep1. 191t� 11LCi:1(I1 2 OF e16 OWNEWDEVELOPER MLINTSEmuTHILLS. LLa B. CRESWELL SUMd- 1 BOWY d.. pl.. Sub 110 ' i •` - '�A1�_ FV Watl,,T=78107 '� ABSTRACT N0. 2/7 1 � `• TEL {617) 3T74IR7 E' rltir.cr. FAX (e I7)732-0SB9 i [a0>rlp,r•]O]O Or wx. A. Cmff.l,m,a. 'A.C. B .P1NBVy. M,01 VYNNAII b4f.VIMOMI �i111WVINVIiI HV YONIKKIa'I"V, Olwa "9 s90htrOr. C,I, V I"IfiaW,x fNlf"NOItW" iBd M.M r on• �� i - « I ai n� n 7 TYPICAL P.O.S.E. & U.E, 4 DETAILlow _ •- r�_Q a.W as a dS OBIx[�,VMI[CrwML la1f16M 3a •'. ~ W JO�II .~�\} . (L,y1ltLwavRCOma Q LL y 11 ^ $ Npoi°y ti O Amp yyam !I pZN N j!r i (r•) ZI 0 200 40C bQC F A If 1y -IC wt' 1° 'EE= l g�M1- j(i zY�� ' $$gg K FINAL PLAT O 911A y� FOR Q �II f MONTRACHET z 1 LOTS 2-11. 13 II, 20-25.27.T7.39-013IX. 12X 19X 25X, 36X 42X BLOCK 1, a • .' LOTS 1.20 6 21X BLOCK 2 yy LOTS 2-10. 12.24 A M I IX BLOCK * l}�m9 LOTS 2-9A IX BLOCK , y LOTS 1$, 10-20, 22-25, 25-27 6 9X. 21X. 24X BLOCK 5 �LOTS 1-13,15-53614X BLOCK6 4 ' r@z? LOTS 1-0s 9X BLOCK I. S AN ADDITION TO m CITY OF FORT WORTH. TARRANT COUNTY, TEXAS Ie.rY.eft.. 9p BEING 253.64 ACRES OF LAND SITUATED IN THE F LLLIOTT SURVEY, ABSTRACT NO.493 0y0 JOHN BURSEY SURVEY, ABSTRACT NO. 126 r AND NANCY CASTEEL SURVEY. ABSTRACT NO. 349 FP-19-082 FORT WORTH, TARRANT COUNTY. TEXAS PP-19W5 PREPARED APRIL, 2020 L N.A JOB YIi9P IBC]SO N �GNrr4alm y MONTSERRAT Iaft— n�i •��e'duq Cir•dl of War<a.+Nw vsrW iu sr-r�,�.a u� r.l x.m xuw w... w.. •..�a b MPrpv d arwnmon,mmrn,ebr eLpeWo, preorq We,rlrrdglti�l( „�����r n.wirewrawmAaa�e.. a w rl: �� ..�. r�w� „Mee l aet.o.,..e]e.elY. ear.w T1rNr,n.K 1rt�lWrroeLLEa w xrgar a eerLbrLrfe L"b.L Yawlw W �ti ttik�.f�—eei�V.�r�p a oIMELMd N e�rf oMvaa. reY n+meru.a Y,eYya.+r Y 1��0.rd tew ITx P � t4 tre � lglr eJ ansr P.O.S.E. 6FT'A1L LANE) USE TABLE 1Dr� rJn �Is]4.n mrincl IS re heal eAr diw TO In,1L 14e 1s m �ey xa mvAtr rewle - w4vAn elwf.rLmw 1 ra,a re.e.IfmL s.e.osrNr+icabl a+.rr<.s xvn w�{a Cv`J] rpLrwrdee lire [aesre 4r,lwL x.re z ersr.dr d.e�.+rl.no�.hwra.,.aM..ar.r Mwrl Yer.x 6d a,rm1 ea>oe-er' .Lm Wy Truer rsw s—ows. w.nb l.r.v rh.Tea 1'rrxalMSVC ql�n� 9 Vv1Ml5. 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L. L.c eY_l!­ r4 r.rL., aOHJL` gwfdrY Acr,ry aafuQMYn eS,r. _bVe a nrNarv.ewmode. oaa r �Pfl 1LS*I, .'4 M V. w�'ry��o.s�s,iA Y�w�• .n.�a ral w�.w�s d.�v7�! oY�avarn�rw�u. �rornaon vs.ressaeoLer.p,sew asl. euf..r aed rwrfu �S wE,pr4. f awrr..I aRM I eamaf ae ems rneYra orra w .a�.e �+> M tr w o.L.Y w di �4 rwar a►v HLnw»rrrf �.L.+a,..rr.�msn wrrr b vur m.Y.en r.m.ewNa,rer.r� w a+rm+ree..M.Yd>•plr+mm�rw,walLvr. iasr reesgMmllrerraer.e�r drrlLroNL o.er. raasr r.eose wwl..ry°.da v—we .r°Nxe: e°i ee��'ae. werd.arso.lr. �.� Exhibit B-1 I''OR_ _T WORTH CITY PLANP LAK COa1ON C71Y Or FYTICT WLIwni.BTII,TIS1rAti I A;penl0r : w. as err r as. y ry�lavm �rr.Y tTM eT auaMMML A I tF an 1rLL eeuvrArrronr4vnw°fw L4ryGu,TKx TglYtlfr�pn�wa npltt�wi[x�ivn �wcR wu ee BwnBABr ruwrr rnx r rfG _4n�lr IAw10[ p N 6 6O�Wy �h s an x1L.M � qtl � 11 lf'01'r 9r/3 Gr Ke4t pptM4f �171 �lol3O Rm'TW�I�@, p Imp rt� I' tt fLRVe 1ME �N tqp W"!ta!' HNi]] lSA_ 4re�rn'F _ . R hire WMrrSlem 11 e'r y) rNJI T m a I V q—Jri—r imm n wm-3eTr'[ M% _ r tmem .r twt u.e a Grua mm +mr �� w Ie2x'rr r 4 � m _ � ie4a nsrevfrrVvc�i rn ]rAL�irx � 'Ian 44e•s.rr � ern ,, �;J 4erwlrw ,onr r-S_s•iit, ,.. .ie'fi ira�,r n�isv C1'rTA�I%Or • nJi gga�yyl1yg aN sn4v Srnc,-: ,. rw.v iE`414 � I cY� fes.+e �isn..lias.trsr o�iasv a :uxxs nxvullsr--z=ew- o>,� iirce:lr lease uxm• L usr5 mi �'ram�s+�r el�p•E xexi +rsm .fre 's.•'7>sr _ sta' wee/r9r' yiryaw n vwv.WL sa •.x 6t • va. t•5M n1'g4 rr�(1r fRdo isle -. M"+V'E_.ryy ' � S rraan eSeYe o;• 1Gt/i NIA rY1fe' ®m ere]l IRr�•gl, ee'erx.• t� tWt N �•w rssu rrA •rsnr n�4e !ml !��/�''f 4u,v rg4e •riel •VYLX-Yr1 ffin , {`--/1•e{r 1}•er1P �m iA V]rerVe•IN trm WwA m Ie !a eer- tart Soy sever anm as,r rn,seas•T rs4z io.a, ,t�2 tmem +fur ver•rrsrT xl4a� SURVFYOfl ENGINEER UVYNER0rVELOPER AAACONSULTANT$.LLC, MONTSERRAT HILLS, LLC_ S= THOMPS(N TERRACE SIM WESTERN PLACE B. SUITE 110 COLLFYVILLE, TEXAS 70034 FORT INORTH, TF, M 70107 TEL.ja'7)3354?BW TEL. (317) 3"4a27 FAX (017)335mm FAX (4!17) 732-05% H F rAw �xuyl.N L 16v - intc, ia 4eY a - rr -Y eerriNrl x1Y x 41e' b fI bei w-�] - I.Y .. hwmwE alr._ lA 1 N mWSt�x i Meru ul xM'tasal ]Re e si17A87 r� � � _ Yrrrsra n'w]m , osz xi•rm 1 sVr I xe! r rrlerr .e.r mt 11L . 1]rfmar'f I6 C7I v, o� i �e xereFr a 1qm FINAL PLAT FOR MONTRACHET LOTS 2-11, 13.15, 20-25, 7737. 3041 A IX. 72X. I X 2SX, Sax' 42X BLOCK I. LOT& 1-•20 A 21X, BLOCK2 L075 2.10, 12-24, A 1X IIX BLOCK 3 LOTS -..I IX. OLOCK 4 I.. 1-0, 1a20, 2Z33, 2527 4 gK' 21X. 24X BLOCK 6 LOTS IA3, 15a3 L 14X BLOCK 5 LOTS 1-a A 2X BLOCK 7 AN ADDITION TO CHY OF FORT WORTH. TARRANT COLINTY, TEKAS BEING 253,94 ACRES OF LAND SITUATED IN THE .L F. ELL. IT SURVEY, ABSTRACT NO. 4B3 JORN BLIRSEY SURVEY, ABSTRACT NR 120 AND NANCY CASTEEL SURVEY. ABSTRACT NO. 34S PORT WORTH, TARRANT COUNTY, 7EXAS PREPARED JUNE 2010 a J Z g T20: 3 FP-19-082 PP-19-M LRe, Ala w m Imm Exhibit B-1 �; 'HENCElL3JTIIMOEOAEEAM YNUfE61l SE4LN63 FAL51 ISSN' 1MENLE AORTN IT DEOREa50l MNUTE1m 9ECp04WFST, AfE.1X THENCE Eaum E90EGIQESUMIWftE3O1 SECOHIDS NEST. ]2]ro sn FEET AIPI THE WEST LBIE OF EAIO ]M+12] A TNAOT TO A 541 FEET WTIcS THE SOUTH LINE OF SAID 1 DEA ACRE TRFCI AND 1 HE S TEST WIm TH RONR=DWITH#-LOW EE STAMPED NGH ETOh FZ?QNO' LN THE EAST RIOIT#-WAY LINE OF RM NORTH=T, LOT A Im IBLOOLJ MOMISEINATAS RECORDED ON OA6O"LINRON SAI) me I OF CAP STAIMFEO'ANA'6ETFOR IAN,wnvwr NmilwlFM H.SNE6a 0]999TNrA TCE SOUTH TINE Di SAID BLOCK 9 Ci 9AU NOI/1EERMT ADOFIKX/ nl lYAa1AAlL Wqn I TRW I'.OfwvnrF. . rc 9ND PLAT aOCCEID9. T9 A 5A NL r11E BEtaFEbNCN rc A OF/E TO pOHT, IIARI PEOMROD Wlm GAP BTAYPED'AHMTOL9D INN THIE N04111KEST £ THENCE IgRTTy Ol DECJiFE9 ]] MYNTE3 U StK'ANp3 EAST, tlIST CpOIER CF ENDLOT A1014+. m_ -. MRRwnv Na TTENCE IM II FEET ALLTA G WE ARC OF SAID CUPSE TO THE RGHT FEET MIN THE WEST ONE OF 29E- ARE TRACT TO A 51 NACH O NIIF+nDC.. _J filRowl. M}� ``y MU ALONG WE NORTH RIGHT#-WAM RAYON V LINE OF SAID TEARON - FOR THE RIGHT EAST .00- LNE Or FILMLAID T/EfMi SOUTH OD OEOAEEE I1 YFAI)ES R SECP09 WEST. i619 d 1 tT._ RC.AD. ThRQ1Gn AfENTRAt AKAL Oc 9E NL+A![a z rrwl, ca A[ rc DART LA'MITRRMT W]7. 1 1 _, • ` Jn1 AHID LCR +0, OF FJVD BLOCK H, TO THE POICT OF BEGL'SIEJG AJIO _ BECONIDL WTm ARA➢IIIa OF 4A9.m F T. A TAIgENr ENGTN OF \\\• 1d A9 FFRT Mb A GNORD WFP)1 BEARS b"l. ULH T]OEOREES 9E THENCE NORiF 09 DEGREES Yl MNUfE9 M 6ECOf1DS F.L6T. B9 U CpYTAMNG 11.dE.3lB S01Mrd FEET OR 2Sl.d ALFE%OF /AFO J `Y+ \�i�.• WNL �=MCU4iEAB1.19)A2MET70A3TINCNIRONNITN Fl�l✓YIf11lHE WE%T LNF6 SN0 ]M�2 AatE TNAL-i TOAyB Nl]RE OR LESS ...ry - -_:\; Y3lOW CAP STAI,PED'A/M'SFT, Nh1IRO "OI•VOI=OR THE EAST RGHr-OF-WAY-.FIEO`SAIDRN - J %� •�;,\A THENCE SXITH WGFLJFIEEl tO WNURB>O SECONDS EAST 19 TB ;Hl HCENORTvg9DEORE ES]TMINUMS>a3ECONCSIAST MA] NONTRAGET ADpT1ON - FEET'' ttH THE NORTH WONf.OF. W AY LINE Or SAID TEAM I2ANCN ROAD FEET NSTTH PE WEST LJIE OF ENO 206 922 APFE III TO TIE M ADDITION TO THE GTY OF FORT A H. TARNMT COUNT•. TEXAS. PE SOUTH L: Or SSACIBLODI 9 OF SAD SMOMTEERRATAOOfT10N TODONA53H HILLS DEECPECOP1111V.-TOFLAFOAE CONLE/EO MID bl1:A HEREBY DEprJ1TE TO THE IYIBLIC1 JBECDREVERTNEEASELENTB TO(XIMGAl IEL15 LP. BY DECO PECOROEOIN NSFR•y1ENT AAN,EEP AM RIGRIS-OF w.lv w.v SwxW FEr6cw _ YONTRERIMT I`• Un0_mcOF. uF S4ID JEtu H_usaFVNK tAalrwnlu-wA. -- -. 11 T ETMF CEPAM Y 1 E cORfN RGHfA F`ES I- PO` va tEwM LNE OF SA D RL. IANMJAV M0. 2AT-, y 1111T RANCH IaM4 SOIIm 29FJEO/EEE A9l1UIE31lO 5ECWGb WEST. EXECUTEDTIA%_DAYw Al9 a EOOC FFEl TOA 6T YICIIIPIOh ALODYHM YELLOW ClP SIAM/SP THENCE M[RTY'A DEOIIEES 2I MINITfES bSECOfCO EAET,Im-] W j `ANA'SR N INS 901.1H RIGHT OF -WAY ONE OF SAID TEAM RAVCM _� 1NW PJJKAI %� ��� RL ARID TFE HOTIHNHE OF taI dbKF6 TRACT OF WC FEET YARFI THE 60VTH lPE OF SNUDCFEGAL HtJS L➢1PKT, R R ❑EECPob� A5 PARCTi A W IN PEED TON V LLDE T►ARi9ER9RP THENCE HEXLTH N DEGvccn +! AWRUfE916 6g'OHA)E FAST, TpA.50 _ � � u i LfJ, A9 RECI'JIRspN NS1&NENT NIREER DSTI M251 di BFq MET ACTH THE SO-FTHUNE OF SNDPCNE: IL LSSLP. TRACT: CEEDREC'-'ORLS. DONALDL ENATI. N. OWNER'S CERTIFICATE 7 DEDICATION TIEK1 ENDS 10 DEGREES d wrINIES ID SEI:ONDS EAST. I=,,0 L�RELATNGDEFOR MDMT6FIWATPROPERTES,LLC S 'HBACE H."WEZODEGRKIH IEAIBIIITES ]]SECONICB YIE.41. 19 )S TtOT Went nl[Do,nH LIFO Ir aN9tN:NTCµ1IAatr TrVLT. AS CLASS B LWNADFR FOR TJDNT8 THELs. LLC .• OIx+NIV FFFETARY2T1 T FEZ KTm TFEEWIN RICHI'#-IMvl1NEa SAID TEAM RANCH ROAD 'O A N t-H IRON ROO YJ+TIT YELLNN CAP 6TAMPED'ANA-6ET FOIL '1E BEGfNIHG OFACUPYE 10 THE LEFT THE+I 2++oRi.I TRDEGREEE 00 WNUTEE to SK9FOS EA91, bI rD 9 0 REAL PCEN'ERTI'KSCTIE'TCN FEET INRfk me SOJIN LIIC OF SAL] OUAE3/.L N141 P TRAR,T, STwTE OF TEIW 1 UE.025264AUIE PAPC_-OF LAM PAR/W.Lr 3 I-EDNTHEJ -TIEMEIbZ91FEET4AMOTHEARCOFSAOCLNAETOTKELEFT F CLLI:RSURNEI'. AIMTR.ICT NIN.EERA9T, _OHN IbFI8EY NIRYEY AI•L ALdJG THES(IUm PIAf-#IVAY IJNE OF SAID -EWNU H PENCE HONTH EI DEGREES ]i MINUTE5A9 SELONID"WEST. AM.m I'EFORE ME. AMOTARY PIIELICNANn ABL*FW;T NUMBER 129 MD NAN Y LASIEEL SUINE Y ABS- RCAF IFMJUGH 4 CEY ANGLE OF 25 0EGREE3 IOMTES A2 IFEf MIH THE NORTH UFE OF SV ] DONEGAL W1.4 L P 'pAC' TO •pq THE ;ATE OF TEXA4 ON THS MY PERPOVALLY APPEARED NIIM6ER Tc9. -ARRANT COIMfI, TE4L5. BFPO A os.9m FORE TRA.^i SECOCCt4 W: iH A MdV1 Or M W FEET. A 1MUEM LENGTH OF t- EAST RF r TJ�.WAY LOW CF ^ J RM HIGHWAY NO All. AND ��'IIL L\t T AN01AW TO W M BE THIS PERSON WHOSE NAPE EX I AS.0-CIEO TO MJ SERRAi cal LS. L I C AS NECOFmEDN THE MGM MT OF A CNRYE TO RIGIR, A2EJ FEETAAIDAMOFp WHI11 SEARS PM® j ATWCWBEL TOTHE FOEET90YJG MASTRIAF2lT AIIO A9•fgWLFDOED TOME INBTRWEMT NJMSNI L7IBIBTTW,OEDRECGW)B OF TAAWAW COWT' L.eLUTEH�SEr wS PIEST.IdI FEET TDA5a +N0•RON YRm IMTIICJSHE EXECUTm THE SANE FpL THE PI.RPCGE AMOCOF60ENATpN .GIaAw Aa be-ACIIr, TIAAMIRLNWUI' GNNEYTDYICOLAMbMnT rtltlm.ilP aTwlprU-ANA'IET, T1A=TE>=TmK%�FFTµoL1 THE ART; OF 6NUTAXA-iMlriNl CURVE fO iMFf6-N EAFWES�P F, W 1.1 _6 LIG 444FC1. c1l"NM6EK^&LO'bIumx Icy FOOT PE THTE srRµ OTC NEEEoSsA BAIL H.GIw vNo,n C' RtCCF+4XMAIA3QTIL INrY. TE1AI LOT B. SLOCK IC. ISJ FOOT THEN NORT4 mOEOREE60ENNVfE&t]SECONID9 wEST IR sO YKO THE EAETRGHLANGTVY UNE OFSNt R .NC+WJAVC'MCO Ty1. , Q = Y/Ut Y.ZZSO W]VTSIT22 EIEELEIFFINONT3E YAr ADO1TItr1 A5 fMFWO11wCENTTML1E Of tNpEOw:S aMaA:TFS511ECppE LINEN UK`ER M-N.WDANp 6Etl Ci OfcICE TNS�dtvp �1�1t• .:�Y,q V FEET TFITH THE EJOlIM PoGITT#•KAr lEE OF SAD TEAM BRANCH RTYD FECCAOED IN CARNET 4 6tAC NIIIEE t ISm, MID A F'DRT1a1 OF TO A M lAp1 Nd+RCP W TM YELLOW CAP 3TAAFEO-XlNlF FOR MYTH A RADNS DF 2AMIAA FEET, A i.ANOENT LEXOTH OF 267]] I 4. Q 1-1-TI ROADIOSSOOTW `,C0.0":AID DE Fn copmBaE Tcc lrawlelO PFwuml7'TOTIIE L[rt: � ONDSEAST MCI IFEET E.W9 Ngir•12)oEOnk7-8 ao MNPJEB 7a F,II J IL W' VESAGnEO Nv(ALMEE69E. DES. ACM F-EEIDOMILRO S,HO LKONOS EAST. TDDFEET ]i�r"1. \ Imo, !y IL OENO MC;1E PwRTILLLARVOF5f3b0EC BY ME'Es ANP EOINIIS AS.1• �MIH6BEL RYB.fQ1l THEMCE'JI.M FEET µON 0 TFE AIK O° SAN CURVE TO THE LEFT ARY WSN N STATF.OF IEYAS FI%IOV/T. AVO µOrlG lIf SOUTH RKOL NDLEW vDEG SAO TEMIRMf MET W TH THE MST LMEOF SMNIUFLE 016ECORA fwAN ??S FT > ..+ Nq MErFAa Z_ Z FEET ARPI THE WEST LNE OF SAID 2mJ@A�IE iRA',"T,yt T+! Mr CGI.WIT:iTdI FXPRES 'l i - YAFbYRRI HC_rN+, TNRWc ACENIRAL AHOtEW IE OEGFEEL iA WY11fE9R Rfa-MFrLFNN LL 0 ECriVYANC AT S19IN[H FLORN ROOFOLNDfpI THE NORIHEN1i.7MNEP ELL+XWE Nem Al4D1UE OF Ib10m FEiT.ATANGFNTiENGP1OF FAST WORTbF-nA+UTE 7F 8AID RM.HOlIWArND 2n1.TOT1E W LO'It.NU THE CGRT+WEST IMIETSWI4ERYCOHTEq OF TOT II, 2 -rF NOACHMDW l:Pi EMSSPLR4d ME EE 41 41LFDLE OF FyYLVS p1EEK BEiIgicE 90VT1-WE6TCOFtl1ER OF 11E BlekJ+lU VIlAIBERfV.' ADD- AN ADETTIOY T:: THE CITY OF FCRT IENUIFS]FWE DSWFST, 1rA 9r HEFT TOA51 UJt]L Rt>N vnm Y1 T17 ACRE TRIC"F DE^xRESEONDEED FO CI�EYLN JOHEE YMY1'H. AS RFCGRD['D INN CA3NET A 31DE I159) PLAT RECORDS. YES COOS CAP SIALSFP •ANA' SET. `IECCRDf'] N VOLNNE IsSIC PA3E I.II. OF SAYS DEED REDO -IDS TAPPANTCOLNTY, TEJV3; TrENLE A..Th/'l DElTF1EL9 TF I.IrNVIkS -LONE-1- FEET IHfEWElA5TE+6Y ALUxc. THE YILOLE O�SNDMMYE CHEF%ANID THY: FEWITHT F I20T LINE YVDTES-E 10 Tr-t>, WEbT 7t5>2 I'TEI YIPN THE SfOJm RILIR-O'KAv IPC GF SALl F�U1 R/VJCN RdD rgR1FERVLEs aF S.ID.IS ETl ACHt TRACT THE FOLLlYMN13 w1THlHS NCpMLNE OF ENDDLOIX IO i[•ASe EA[y NOA TOASEE•CHIRON ROWTHSTLLOWCJPITAANED-ANAW-FOP NOJ c.AEG FCN THE MORTCYAEST GLRNlR OI SAIC L_111. AHO WE TH I WGSfI& G OF ACUF W IO IHE RGII, NORM N DEGREFT A NI,OUTES SB SECONDS EAST, +O131 FT CERTIFICATION A0R;IEAST=O/AEROf SAD LOT B. HORTF FA DECXEFS m FNwJTEE 01 EECONOS EAST. MO NI FEET SKI-tIFEET µON[: THE ARC OA SAtO CIF-TO'HE RDn+ HORW DE:,tCm NNURS 016ECON[IE EA6T, m N FEET IFw,wot puLA .,LWOiL,1MTUR CIRIrI (i IIIFWI tOUIN mDEfJEfb U LEM.IEA S1 9EGPJD9 EAST. bbN 11 EOLITH N OEGPEEb M N4NTEE 59 LCCONDA EAAT, 1EA.m MET ANIO µ01JG THIS SOIlIH FJDWAlF-I'IAV t'IE Cf SAID TEAEA R151VCH `A T11E . 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Im.OJ JILED PARCEL A W N DEED TO H V LUSK T PARTTEASHW LTD, f1 CASINET A S.DE 923T, FLIT RECORDS TARRANT COJITY TEXAS CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BFR.O PST AJ AYSIFC r+F 1 ANTT MET WITH THE NORTH PoU•7#-WAY JNE OF SAID TEAM RANI RPAC THENCE NORTH W DEGREES II MNUIESu SECONDS EAST, 1?]T m TOAH RCSI INCH PLO WRR YELLOW CAP STAVPEO'NM'6ET""' c THE: WC;E EET VRW THCMAON LINE OF II4AEIOE R OF PARCEL OW ANC O9'EGOODA THE S, IN LOF SAID BLOCK 1.OF SD MCW RAAr DH`u A 6AO tl m1 ACRE TRAIT TO A - NW ELOII HOD LMm YELLOW GP SURVEYOPJ ENGINEER CWNERATEYELCPER SITUATED N THE E BEOB AHD TTHGOF ACIRINT TO RIGHT, STALIPEP'M.II-OUNDFOR THE NORTN/ESTCORER OF SID A0WI J F EWOI'T SURVEY. ABSTRACT NO.463 INENCE Ec),IaFEei AIDXa -TIE Ai: of SAID aIRrT TCTFE FIGHT Ar:RE+PSTIN THE slxrHLNEa FAD an I4J AOTE TPAcr ALN A CONSLLTANTS, LLc. MONTSERRATHILLS.LLC JOHIN BUIR5EY SURVEY. ABSTRACT NO 126 AICOAANG'HE WWI PJGc•T#LINE•WAY LE DFSNDTEAu RANCH SCODTHOLO&DN-ERRACE fi007 WESTERN PLACE N. SUITE rvAD nnrrcr Gl3TER aLITTvcY. ASaTRACT TAD. aAe FP-19-082 T-ETH£ +TORS' NDECAEES tl MNVIES to bECOYD3 WEST, 11T5.10 RONJ, THRLxYAH A CEFNTFN, J1c10.E Cf 19OEOREEE N MINUTES 27 Fffl Mm SHE COLWKN LNE OF EAIC 2059]2 ACRE'RAC'. AAD M CO- EYVR...E. TEXAS 75034 FORT WORTH. TEYAS 76101 TORT JIORTH, TARRANT COUNTY. TEXAS SE,CYIU?WITH A RADIUS OF TIMM FEET, A TANGENT LENGTH OF REAMIACEROr SAD4.SAS ACTS \PACTroAOB EFCII IRON ROO TE_(817)33i9902 TEL ISTJ7I377-M27 EE M22FTAND4(>ORf AIc9CHIfE/RS NQtTNN ]EiiREESAI F CUNC FOR THE SOLTHwEST C3RMER OF SAD SPs a]2 ACRE TIO-T, FAX 1517I 73i0955 FAX [S+TI2-c545 �,1� M rHJHa >u eEEL1w7a EItv1, IIw E9 NLE I lu wba IN,:H NLN w� IH PREPARED APRIL 20M VENOM CAP STAMPED •AAYL' EFT, , .ol,.. 1,. a .. • I .. J, H I. CNr.p.Ium•-J. I.. L.. 1 K A JFa AIYFP N)IN I I LOT 24 BLOCK 1 1 I I ! Exhibit B-2 +1 I ALIGN _ 1 Y OEIX STEPS I + - _ DECK 5 F5 1 6. CF (�pI11RER �T STEPS - - Z�lr. __ �} - ----o—., _ �TAINMG WALL---- - - - -- C EASPhffiNT � f µr ----------------------------- w'Gn S }. - _ _ - --- v_s'•e�ffii'4R-ft7uCE----i --�- 1-•- __ __________________ - __� '"•* - I -------- - - - N60,00'31"ul - I (lob obPi L�J I I .{A •;p TT E le r '.b• - _ 5 ,8._g AL - ONE URI-7dR�RYie�LLr � - - - I OOL - - .z _ PLANTER • I vv �J�� CONDENSER FWD•' rIl¢ FIT - rOE53GN I3Y _ . LOCAI IONS. 5LRF TIN'.a {' OTr4ERSJ PROF PER RE50N Calk LM�5 III _PROVIDE 6GNDIIITf _ - J - LC, 1 \ - GOVERED scR&N. urluTl�rPouERmnTE ! VER4ND4 ` _ _ d, II 5Eu£Rl FOZ p1Ti1RE EIIILR � _ . UJ 4 UD PILL Fro — OR PAD\\ I / 3GI�EEN3JCs FENCE LOG'A F�ER:rY. 1 I f iO nATGH +iGi15c _ y' ,. ... •. ? Do L.------ -------------------------------------- L-2 P pi hy L .. .... ....... ZZ 4A d �caayran: Arch -a vE LLc VINSON RESIDENCE Ls- rMT!" 4333 ESPRIT AVENUE pal LOT 24, BLOCK 1, MONTRACHET AWILION CITY OF FORT VVURTH, TARRANT COUNTY, TEXAS I 1 1 ti-10.71AC / RmPG4D0PCNIglllapll a Fwnr.nulQrALaaAnn6. 11[FTM AR -hart ESA- - . Abpr,Apa pl.pr,. pr., - �. E-a -- pvATdTPHNwIry Spa ps car 21dJS �. Qrm naT warms patTsnara _ , 27AC } rolapFn a�IF1al tyro r -'� '„ I, 16 I Il[A4ILLF.IYIBIrMSl wY1IE.n i .IRi�F, FaO (ALQAAIMG, �_ y - MOpRAA5L1E21iaTi1 --I-- 171AC earl �,AC ua a� m_:m oomnT-w, r: •=n� i e, sBAc , y � Rloo pacr�x«af �=` 1 1 Yt9111. �11f16 "y MATCH UNE SEE POST DEV. DAM SHT. �� mP,Rlwreaap pr "u mravA,"Nrs, uc 2 Exhibit B-3 ,� 1_OUMISIgAM�PrFvtlWsl �''�/` // / ',,/`lllj1�1`�Vll�l .>•�[TS �f ram--^ f �Y\ 7.6SAC �'It\A il.. N XOlAc wa.mnAel.. wetcii''Es,t'vF, A-s a.72nc — / l �i1n:•n s AA J. F. (LLIC' 1- SJRVi.Y AflS Ti?AC 3 N9 493 - swN[ I Ixn iy����i1F ��stlarpxc pl/,//i ts, rleAs6, a,�:1k I D1. 62AC1 1 BOAC Pu.vn 13at]p'" ?•c' 3tl5tic //`n �'\1�{I�1pr1N 19pr9L"/.QAI�Y I' \C A o.e_!Ac II � / YARYs cR[EK PYERALE. BASiv', 1 *� f f NPSTREAY Pr vlwn, \t, we enesl.h M� �e mrru 1 1. IS APPRI PS•SB AC \ A-17 L3�I E:AEl ELC FIQe BIr , , 0.70ACLLa7AC I rr-1�f%l /T 1 PaoJGcr eENCNYARIIs WWI ON LOOP ET04 YYNiC F FF EFMp17 QPoPCi / % � f/1 1 , 1 81Fnealxr^REEt(ON Tt1E N.W OQRER S\ tJN (Ir L1' r I ELEVATION WSW - 7 c � f/ ��� � 1 BYNo.x o"I LONG�nILAro wmccla£EuavocE � mroP or lHE eASTawmRAA .ti a 11 } 1 F VATXW ippAS, A. /4AL i wlrusFL >. GRMKC SCAI-E R+ T,FT LEGEND os i ' aunty wA 1.02AC -I -1 I 2 . ARGOMIii vQN 'LCMG:m�� i 'I �"•a wwormEmrowa r r .I I� � FORALL19rOPOHEp SYpV.ES neASE REf.SHr rn1Te PAtiAFPR Loncln.gNAcnRaFIL6 Masv sEcrlvalum Howl t YErEBs. I Y LI LOIS LT:PGpTEOAa iwVAfE OPoMNGE Y \ /J. ',EASE.YEwrs ar PUT.Aroawru eE Ssz1 + 1 �� r 1 /� Na,+tW{p�jEr NariAlr�n ar rnE /it /r/i _� ' 1 a595n li / s OPAc i al � ANA OONSULTANTS, LLG TBPFRFGL4rFREOFMhO-F-M CM SeAL APFEmrm m a o9cuLnEr,T w,ts AtmlOR�oer \ O-'.IVA4 P.NASHEq P.F. WO]T1 aN sillSlN1R MONTRACHET 1 C'TY OF FORT AOII7H, laAS TRAN�PORTA�OW AN9 PUaUC WORKS DEPT. ESONEJ NG pN5iO4 Fu.ialTl POST -DEVELOPMENT DRAINAGE AREA MAP ma,ai:se1ee—n�'u�w,P' Y�YIFKii,ert,o� xea�vu"[ GF94AEh Al 141 —IT Ili SNrE" 57 Exhibit B-3 I Ry� 4y 9 s ;,q W W OO�II 0=0 9I NIA WNrAATANt{ LLL PRWEGT8ENGNLW9ls RM NOt aNL9QPWJ14LN0!'NrFR:EYWY19E0[IGE PIER MARES U�EX dY IMF N Yl.GOf0EA a iME MEar efWCE E>vaWrN80LNb IANE oEE TIIP NF THE EAesrclw+bnuL ELEVAIiON 9918F1 lsy Ln_T IN TbP[i OE YNEYa I'JiELA 49bOGE lRCW7.E1NE EAST IgMN6NNt ELEVAM TOI.g.1 a zoo 9m wo GRARM WALE IN FEET IWO-. To,— ,,,, l LO1S fix. 11X, Mx, Tfii.4X MALL BF OF FnlEn As FtgVAIE OIAINI�!�E EASFAENI: NE Iv1Y,AFo9Mu.9¢ bNTAb AN;I MNNTNNEotTT THE MCNiIRWETnOA� Il � -A11 ;c A NA ClML9l3LTANTS LLC TEPE REc;srcwD FFLM NO. F-M THE E API'E.—NG E9/ TNIS bOCUMEW WASMIT3i0W—W bSAAAiIA F_ N EO. FP o99aT3 GN 11r2wall MONTRAC HET CiY 0� AND YA1NF1, r=XAs TRANSPDA'A7pV ANR PUBLIC Wp4N5 DEFT. �,(�1�E�tiicl1_;A.YG CAMS!GN 1`sry.Y.T1CTa�51 TIYLW-5 T9 FNEILlt]J� SITE GRADING KEY MAP ¢aw p N.5 .iA'E I AmfaT W l YLEr, otEna� aPr ro. la �'i s"rl 115 Exhibit B-3 — = __- 1 �-- - �\ �l✓�/!/r���\\11\ice / r/� �// � // � / ,/ / /11//� !II \ \ �•�'__,,. _ 1r 1 1�1t`� ' � i/i�/ii� �// i / I/ >>/%%1// (\ t } � P�a,....,�.a ",:m,� PRCJECTULNGIWAIC4 `\ / t \ era IJ6I err LeeP[iA IJIN wTaraTT nMEwAn ewaee. WJKtOMEnN TNF Nwrxxo wEe:T�a°cTy16pIrT � on Tm or trExEsrcLu—,.norw�. EIEVATmN-evIM INr9PL a IIIEEA51L3LL RML �xL `�`•• r � r \ w ��� \, iL\L�\ ` �� �-'•-�? �(i i Jl J I —��Itvnaor -+wr>s. Fx Hsrm %1 AEJWNASIa ° B° ,m W11 o 1paL� � / I 1 II i \`✓/ / // ` GRAPHIC SCALE IN FEETT f,r ffJ°TnrE 9aB4l[uo.s /� I i _ r � / , 9wLx Lalm wrm Trn \ aEEeWFD EQWk. \ { ! / 1 �IoesaC rmunsnr,eEOAnFw i_u.m ,alm �m�am m s�ao eim 1 omss sernaN 9Hr. Lrra� / o \ f f ears lx. +>z, ux-aex, nx sHUL°e IIII ` l Ia=F swuEmwLf lvro l`//= {.t \\\\\ ( 11 r�isc�iaeu�biser r�iwr.un srlrv�i� SNOI ,.m • 1 _ rrror. svau.E No.,9 REF EI'rxaFrLr: ANo �,,.. errs SECTION Le [TllrFAeF SwuErra,o —? y� —�• g' il BLOC4(1 � t\ \ \ 5«t �\\' •—�� e ars°vmEpuL a R I t \ t\ t \\�\ s /!]► v �tl\ c ~ � ?'lYt�l\ > eL �� 99I.. O¢ INrc a. 25 SPI AV/ f ` \ \\\� Tare RCGtS RCDFF" KD Fan B .6 61 r \ '~ti\\ \ \ \ THESE&APPMANGONTlus 00oNwF. 9WT.P.F yevM?3 SAS uueirmna eu,o Is \ r` �= ��� ll 0. ,st25 [19 _ \\\� \ rnasv 9EcnaN TNT.,ztTm 49 5l - ` tlir'`\� : MONTRAC F3ET 1111 L NO ex.r FEaw srmE � mow` C•T OF FORT WJRTH,TE)CA5 TRANSPOR A�04 All:)�,BLJC WURKS DEPT. (� /ice r\ /a r TECTm i� �` � ~ r ��$ �.4r-- '� �r ,� �� /\`f/�/p'S✓i�\\\\\ �P \L ` ��// j� �1 GRADING PLAN (4 DF�S) sur- y _�i/// /r •EEAro1FCrF'° =� —_ �,� )( \\\,, Cor,aarteml9 °r aIu colrs�TAlrIA vc ' ' tzxnlbll b-4 STONE GRAVITY RETAINING WALL (Back Wall) SPECIAL NOTES T, The design of this wall is based upon the wall being installed on firm natural ground. 2. ft is the owner's responsibility to ensure proper compaction under and behind the watt. Failure to ensure proper compaction could result in undue wall distress (i. e,: cracks and wall deflection) and passible wall failure. This Engineer shall not be held responsible for in -proper backfill or not founding on the required materials. SPF7CIFICA'1'IONS I. Finished face of retaining wall shall ln: (4" thick miumtum) stone as selected by the Architect, Owner. or Contractor. 2. Finished face haw be deleted and as an alternate the same material as the interior stone may he crliliyed fir the finished race_ 3. Expansion joints shall be straiJd. venicallc plutnb and Irnlalled at a I S' to NY spacine- 3, Mortar shall be neixed at a 3:1 ratio (Brick %lasonn sand . Portland Cement ) 5 Bodoni ruck course and wylhe shall be heddcd in neortar 6- 111 halos shall he I" diameter (n iniiii o) and spaced at ccntcr-center and at locatiml4 of visible wafer secri 7- Filter material (a progale) shall be clean and free of loose and foreign debris. 8- All future stnrcfures, driveways, patios. ale on the backside of the wall shall be designed to he filly supported by other means than the wall 9. Excavations within tell (10) feet of either side )torn the face off is wall should be limited and reviowed by the Engineer of Record In veri R the excavation does not undennine and contri ism the inlesntc of the wall, 10. Drainage of the silo shall be atyay from file wall and shall he maintained at all times including during the construction of the stnKsturc(s). t1 ater shall nol be concentrated and pass-lhmu!th or o%er file wall Air around llc imllledlale MIdS of the 1d all 1 I - Pemlli fall protection lie: leading or guards) (36" minimum in hi is hili rccommcnded and should has installed for all sections of exall heiehl which are erealer than 30" including during the construction III file steuchtre(s)- Penllancal fall protection shall be designed by Others- It is beyond llte scope and responsibility of Ihis design and Engineer 12. Penetrations (ic: fence poi shall not be made into the wall after the wall is constructed. 13. The rock for Ufa inliold shall be Burt shale or sandslotte- 14. Cenfenlli 1`00liug+1150 shall he either Concrete meeting. 2.500 111 1 (4 sack) compressive slrcngf)1 '[! 28 Days or lean mortarg1701.311misturcuonsistingof3:1 ratio(13fickAlai sand : Portland Ceutenl). 15, '17ne bolknn of the +rail on the hart fate shall he a buried a 1lllllimurll of 6" below natural ground or 6" hCIo%N botlorn or concrete be sidewalk, pynl decking, drivoAm )- 10_ Backhll shah bit select fill material (ILL 35, 4 PI Ili). I land mechanical equipment shall be t iaid and file effort shall sleet natural around coni)laclion equivalency or 94"0 to 98°trSlandard Proctor (A.'UNI L7698)c-lmpaclion with r2Ta ofupluuonliii istorc- SPECIAL NOTE. Prntecfion ofpennaaenl fart profecnon, guards ardlor Fenc;og shall be design and impfememed by Others- It is beyond h,a� scope & responsibility of this design and Engineer. The installation of appurtenances fie'. fencing, fence cciumns. swimming pools) must be self -supportive and without imposing lateral loads co the walls Fence (By Others) i,-- -(if applicabie) Top of wall elevation as determined (By Others) (2)#3 rebar along and---_ under lop cap Stone Facing as selected by Architect or Contractor '2 r Height Stone 8Mortar — !Hi Gravity Wall \ Re: Specification 15 DtarnaW should be away or -,near was wnh bagdudnal dgiaage being malnmmaa al a nAwara,m or 'i him the lacy of thewarr O—jitudder to mmdii so nor undemrrre a,e irMegity of the vat vm¢are 6 FMeW to 10 (li SPECIAL NOTES: 1. Due to rack of Geatechnical inrorrlianon at The WAX location, certain assumprons Were made2. The conslinXii n of this w411) 3 90 he COrny118rety rneeRerWent of any other, adjacent wall or structure 3. Based upon-b-albn provided, The p-.posed strArclAa a rs outside of the 'Wall Safety Non -Loading 2.1 wall safmyNon-load�,gzona• Nadcs hasea upon wan hepldl� rahn ha,i ma of lmnl w.n �T rI -1 11, to 10"ean r] t T ^ '- vfi " II ] •'Backbit" '[; u Shear Key W-wall (See Note "C" below) W-ftg Backfill wl on -site or non -expansive select fill material using hand mechanical equipment. Compact to 94 % to 98 % Standard Proctor "eackfill•' (ASTM Dfi98) with 3246 of optimum moisture. RE'. Specification 16 I DRAWNG NOT TO SCALE I 1" Diameter Weepholes @ 8'-1 G' c-c wl Geosynthetic Fabric over openings. Filter material "ball" at the ends of the I" diameter weephole openings. -Filter material throughout the length of wall. 4" Diameter perforated pipe with filter material draining to low end of the wall or continuously through the wall to drain effectively and efflClently, - Minimum of 25% of 1 st course of infill rock to be placed in the wet cementatcus footing/base. Thick Cementatous Mortaribase wl 6" toe or Key -way (p3 rebar @ max 18" Longitudinal spacing) - (Transverse bars ONLY required If soil a sett, wet and yielding) - "It is acceptable for stone to sink In wet mortar bed setting an firm grade GENERAL NOTES A) Based upon pewous site vi 109 M M.41I andiIf—aton provided to the Engineer- Toesalcontlugnsare adequmato appnnar,ranmum war hagM as shavenmthe above node measuredflan6'tmw,euswggrade.0 Is assima that Ire wens wn fro crosbuelad on eahis ern nstural grurna or on anpneetird canpacfed hr Bl The above wall Is not designed to suppon any lateral Iwds other than the natural gourd as shaven above. The nslefatlon of appurtenances (ie terwrig. fence wlunrnS svalrmu,g pad sw. e1C.) frruel ba sd4srppoilwa wdh¢rl npasmg Wei loads no me wall Oj fie noted Sweat Key la the tooling hear rs required onwafs Vower Ihan T m hi i{j31 and buntkdon sal. A Shear Key to also ,egwred lot all swTions orvralls whch are closer than TO b any slmclwe antler where eccavatrons lie rangct pa. spa, uhNly benches, burtdahons stet are arera M. The Shear Key nray be placed anywhere under thewell se¢irn or thebath or Iha being al Me Cmbe¢ars di ithon a A as fieldcardmms may dj wa The Sheer Key m to be a minimum OF li a 6 The Shear Key Is not required when the fixpng a rounded an Inwsma an aandistanor IF 01 Trees whim t tl W the hecY of the well ahaild ha removed a the woe's localip5 ndpislad Orw time roots hem we aCeS may tree to elce55rre 7oree and tIn W e p41i1 wadp,g w Ina wan gauung geGNa. h t, r e -ners Ieapanari Ill detenniae the apfxapdalaness and dealfilbday afihewea location and the tree(sl. E3 Rwl dminage hv'. aaanepautsl, pndung pevmg and IaMseapng surface drains shell bo metered 1a Ilped Spa ltfahm 10 Drainage Aping shall de conpldey scperale ham thewaG Aainagopiping and ire drected 0way ban ttmwaf a raou jr the wait by separate selid Aping and NOT be deeded wet the war If sepame dnhusge prpmg,5 auladed - splash padf. rO d, rprap a Omer erosion carbon devices shag t rnslalled Iby Mots) to prevent arosmn al in. base alma ..It Fj BaeNfr shall be approxena[ey 1'-2 higher Ihan Iha top or the wag- Se0lmlm-t and voids can develop oaar Ionia h Is the Sanders and unanately the Oemees rmponsihlhy to —ita and ensue the badrNl meds This requireni If setllemml or vads A><s W aRw temper«' of the swll, d is ummalaly Ire ovnef's responsiuldy ro aorala a"d address,, the appropriate manner. The Engmew is nor responsible for enswnrg Each All cdnpkence or Issues developingat a later d.te relatedto the hackNl ndurfngmh cm&,g, war movemere a drainage olwi d,sauA,a- orscUrhlhRTna.ar.mapwae pradaaga:sm�,yasloo .van rra.cmtlnpp�a, as pmaalnd aayrNreslbns n. aadraaararrnman.,n:mvuarr.r.r werr�erorrraeweda.r�rpmn:.nda:rnisevonr.x.nr>naan:;mrio�rb'eau,ec,a,r dvs,gn plena srwapovvm antl ton Engnrerd Record lorlhu suhyeci rerammp wvrshaaed ngaied lwcb� arms Height (H) W-wall W-ag 3. Id' 21-01 2'-6. 5' 21-3. 2'-9" - 6. 2'•9" 3'"3" -- OFr. i 11 rw�•`P: •'� •.•; (,yam+Illy . ifs al SC AL AN AiXl00D j............... G THE SEAL APPEARM ON M adGllElliff p 70851 J WAS AUDICf� er ljll SCtITf SON 09-2ATII-202/ 70a51 ItlrN C�hlgl-�� O N z L o In J J J W X Z_ j LL] Z Q ~ Q l— _ CK L` LO Q Lf3 S LI-1 O '� O t1 LL. O d la] p. Z Z n ~ W - O� �Z Y�� _ Z ID X F- � O W NQ 3f Z Qom 00 Z a S to X w � O f txnID11 bill STONE GRAVITY RETAINING WALL (Property Line Wall) SPECIAL NOTES: 1. The design of this wall is based upon the wail being iristafted on form natural ground 2. It is the Owner's responsibility to ensure proper compaction under and behind the wolf. Failure to onsure proper compactrort could result in undue wall distress (i e.: cracks and wail deflection) and possible waif failure. This Engineer shall not be held responsible for improper backfrll or not founding on the required materials - SPECIFICATIONS ], Finished face ofretaining tall shall be (4" thick Iilaun urn) stone as selected b1 lite Armlrilecl. !><ti ul or Contractor. 2. Finished lace may be deleted and as ail alternate the same material as the interior stone iliac be uti]ircd for the finished lace. 3. lixpansion joints shall bd sirait hl. vertical]) plumb and installed at a 15' Ili 20' spacing_ 4 N lunar shall be Lni xed at a 3.1 ratio (lincl, l%lasonry sand Portland Cement) 5. Hollow rock coarse and "mile ,hall be hedded in mortar 6. Weep holes shall be I " dialiniiuintum) and spaced at td'-10' center -center and at locations of visible water see(age. 7, Filler nalcriah (aggregalc) shall be clean and fnx ofloow and forcit it debris_ S- All fuhlre structures, drlvelyaVs. Imllus, die oil (he backside of the wall shall be designed 10 be full}' supported by other lnrans than the %voll. 9. Excavations wilhin tea (W) feel of eilherside front the lace ofthe wall should be limilcd and revictxed by the 1:nginccr of Record to va:riA. Idle excavation does tint onllennine and Compromise lire integrity of the wail. 10. Drainage of the silo shall be away front the wall and shall he maintained at all limes including, during the construction of the stnlclureill Water Shall not be concentrated and pass -Through or over Ilse wall or around the imnictiiale ends (If' Ilia wall_ ] 1_ lacrmancill fall proteclinit (ie: Nilcint or guards) (36" ulininunll in Ilciglll} ix highIN recommended altd should be iltstalletl for all sectiolic ofwall height which are greater Ilian 30" including dunIIg Ill: constniclion of lire stnrct dre(s). Pemiancnl fall protection shall be designed by Others_ II is beyond the scrape and responsibilily ofthis design and Engineer. 12. l'cnelralions (ie, fence polls l shall tint be made inlo the *Ali af)cr the oval] is canstrucled. 13. llie rock fur the infield shall be limestone. shale or Sandslone. id. Cenentatous filoting'base shall be either: Concrete Inectine 2.500 Jill (4 sack) compressive slrenelh rii 28 Days or lean monar'grotil mimure consistingof3:1 ratio (Brick !1lasonn sand : Portland Cenicttl)_ 15. 'The bottom urthe wall on the front fact: shall be a buried a minimum of fi" below natural ground or 6" below botlotu of concrete (ic: sidewalk, pool decking. driveway). I(). liackftll shall be se]ect fill material (LL 35: 4 PI 16), 1 land mechanical equipment shall be utilized and the etl41rt shall meet natural ground compaction cquiX 3ICI4,v or 947 n to 98na Slandard I Tactor (AS'1'M D698) compaction ill Ili 2.e 01'oplimum inuisture. Stone Facing as selected I2 by Architect or Contractor m Height Stone &Mortar (H) 6 Gravity Wall Re: Specification 15 Drainage should be away horn u,e wall wnh Iongludi al drelnage bur,g,,,aaJmrr N ai a nannuan of 5' rain the face of tha wptl. owner: Budder tp covdne[e so nut undemil the ntegray of die wail surstwe 6 (Mex) to 10 amine 1� 1+P - SPECIAL NOTE 11SPECIAL NOTES. Protection of pemlanent raa protectJorr guards and/or fencing t. Due re rack of CfolechMcal information at flla wall IOcaLoncertain assumption ware made. shall bedesign and implemented by Others. 11 is beyond the 2. The conseucl.un of this all shall be completely independent of any oriw adjacent wail or scope & responsibility of this design and Engineer, sructure_ 3. Based upon o lbirmab'an provided the proposed structure is outside of Nee 'Waft Sarery The irsUllation or appurtenances (ie: fencing, Non•Loading lame' fence colLimns, swimming p9ds) must be self -supportive and without Imposing lateral loads on the walls. M,11 Salcly rlmrloadng Zone' Fence (By Others) ;vanes 6a:ell upon wau neigh i ifapplicable) I Iia1�"from lire of iron •wMl Top of Wall elevation as 1' �I C (Mao to TolMinl determined (By Others) II } 12)a3 rebar along and under top cap F Proposed Structure and foundation (By Olhors) . °# r NOTE: Build" & foundation design by Others. Retain. p wall design based !r upon assumption that The foundation is designed eppropnedely to tamed the bad of the structure without imposing any toad to The proposed retaining vraa !axiom Ill to be notified. otherwise, I DRAW iNG NOT TO SCAL E I x�,raosece•-aria .ar -. eta'.. a'n see .oasar meta• aria q•ro+er " ace rr.rn nr-,� rca a:'o ny�a. l'`uaC-�, axtr.Nean A/Jf44fa wd"d^aB..Slny^wail W:lh crel.+. rree4•ain�ny r..r s�bp.rtcn+�.aaosre martr,amaro•a.'uact na,p aWan.,_'a, ::r•.pacl •a rt: h ss•c T w-aeM nr✓_Ie•I.i='-^r Cf Yal »rM _2fi at CG: m_m r V,S , Ac Sptsdretcn 76 1" Diameter Weepholes Q 8'-10' c-c wl Geosynthehc Fabric over openings. Filler material "ball" at the ends of the 1"diameter weephole openings. Filter material throughout the length of wali. �%.4Diameter perforated pipe with filter material draining to low end of the wall or continuously through the wall to drain effectively and efficiently. Minimum of 25% of 1st course of infill rock to be placed in the wet rementatous footinglbase. Shear Key W-Wall W-6•' Thick Cementatous Mortarlbase wl 6" toe or Key -way (#3 rebar @ max 16" Longitudinal spacing) - (Transverse bars ONLY (See Note "C' below) W-ftg required if soil is soft, wet and yielding) - -It is acceptable for stone to sink in wet mortar bed setting on firm grade - GENERAL NOTES Ai 6asodMan lawiws still 109-15 2u241 and aifein,ilt nprw,dcC to the Erg— - the sail opnN—are I Height W-wall W-Rg adequate to support a r,wxatturrl wen hell shown or the above table, measured tram c 1 iav en5hng grade n s aswma that thowallswln be conotrucmd m wher tirm natural ground m on mg:naerad cunpaded lb I 3' 1'•6" ]j "- n) The.tbpve wall is nel designed to support any lateral loads other Iran the natural ground as show! all The I 4' 21-6" T-W — Installi lrpn ofapptrtenances lie fenang fence Wilms. : rin ag pal sp, etc I nog be aeltsuppial walnut Impg lateral loads on the wa71 I 5' 2•-3" 2,-J• — hosin �1 t e noted$hgw Key to the raChngbase isreg,redoi walls great. than 3' n height and founded on soil A Shear Key is also n,q aid far all sacna,s olw-fl whidl ate d— than I b' many simetula and_d wh.a excavalrons fie I 6' 2'-9" 3'-3" —• Il11 1tea,utilay henchaa bendator. ere l are anti) led The She. Key hwy be ptaeedenyWhwln I 7' T-3" 3'-9" — under the woo section ar the ladt of the (mhngatthe rdrara4lwl'S (tsCfellon and as aeltl contltions riay dm.e I The Snear ]ley ii [o be a nanlinran of 6Y a' Tile "W"We Shew Key is W when theg' foding is founded on 3'-9" 4'-3" -- 4mestane o, sendsmne rod nr Treaswahin t0'olthe 6aca of NC Wen should be removedafill w.Cs larahun eyus[ed. rider an,e rodsM1mikva rnruwd.umm a.fa" m" ay.,." �.e r.�sr aN peas may aeffie exceswe farce and undue point loading to the wadi eoussigcncks Itis die ownees is fimsb.ly .�,r®.,,eµ„g „r a�rr»ru<rasna„rri xo•e+wivu,bluel o" e.vq ea an+r e, uwu•.tii.d.e.r.•ar„ to Jeldmne the appropriateness antl desmhih[y of the wall locanrn and Ihn uaels) ,o �'+•r.•.arq a.. Wrymre e•o.....e n-+I E, Roar damy. Ire downspoits), perking paving antl landscaping surface than. shell be mgelled Io !reel Sponnrahon I b, Geinage pp.9 snail he conrpl.ery separate ham Ina wen drainage ppng and he Weeded away ham the wall or thrpygh diewar by sell.ale sold piping andrM be ore fed ww thewan Il sepmale damage Pont; Ill installed - Splash pods roll neap pr other erosion coned devices shall be installed (by Clheni Io payout swnaIthebase fthawall r1 Wa hill shan be spill —lately I-.r higher than all of Me wadi 5a0111-14 andvpds can de.'clop over Ilene. It Is die atiildefs end Wilm.ety the Owner's resp irl In unmoor and enwre the hacknll meets This requirement If SRO—ni n vai[Ls attar afar Gnnr9ie4on of the Well, rt 19 W Ima[ely the Own.Y IeSponhbr.y to monad, antl add,ess m the appopn.l. ma— Th. Engneer la Ora rasa— le for msmmg b.,kIIIl compliance d issues dweloping al a Icier rime relaledlo Ira Ill Includng wall uocking wall rnuvenl or damage Waled Issues. brsCLAfMER Trig aewl wall plan deagn,a ar ranfanrnarr with ore Groan plan as prarded Anr rar.sM1 or adinnnelinlwmatan Nipew li, n Pei l heck to the ChJ Olil prans and in the ewanr er any arannauteacea ftren the CwJ deaga pWna ahaalswern ar'delw Edpweer of Rcxortrorfhss aubieaf re[enury weir aheabe aoezed fdrrlurarafvn `I ............. rF+r+ 4 `t I ' ......... r SCOTf ALM ATWOOD r ,_......................_ Fr}Mc THE SEAL APPG oR THIS OOW EHr �i...70651 ' WAS AUTHORIZED ElY SOOTi (IN i11M1000,P.E.4 70851 +++Ij1+l"JM`*p�G'�� I O N Z w S N U) J J J Q LLI 0 Z X z jw z a� 0 Q' I— fx Sao d W o i� i to LL O i 11 IS Ld W Z 0,4 LLJ 0z �a r � p Z � C) Co LLI bu m oa z 6z �3� X w rr Q o LL