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Contract 61064
Date Received: 03/07/2024 Permit No.: SWFMA-23-0090 Time Received: 4:22 p.m. City Secretary No.: 61064 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 8th of March 2024 , D.R. Horton — Texas, Ltd, hereinafter referred to as "Landowner", the Rosewood at Beltmill Residential Community, Inc., hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the B. Thomas Survey, Abstract No. 1497, Tarrant County, Texas according to the deed recorded in Document No. D220334094, 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 Beltmill Phase 1 hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner and Association provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner and Association, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require 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 OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03/01/2022 BN FT. WORTH, TX 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. 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 and Association, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management 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 and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable 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. 03/01/2022 BN 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 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 and the Association, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, 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 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 and the Association, its successors and assigns, will perform 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 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. 03/01/2022 BN 6. 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 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 LANDOWNER OR ANY FUTURE OWNERS OF THE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, 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 100year frequency flood. 8. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of D.R. Horton — Texas, Ltd. as Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by D.R. Horton — Texas, Ltd. to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of D.R. Horton — Texas, Ltd. as Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. [REMAINDER OF THIS PAGE TO REMAIN BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN Executed this 8th day of March CITY OF FORT WORTH Dana Bu rehdoff (Mar 20241 CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Mar7,2024 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Mar 6, 2024 2024 LANDOWNER D.R. Horton — Texas, Ltd., a Texas limited partnership By: D.R. Horton, Inc. a Delaware Corporation Its: Authorized Agent By: Justin Bosworth Its: Assistant Secretary Date: ASSOCIATION Rosewood at Beltmill Residential Community, Inc., a Texas nonprofit corporation l By: Justin Bosworth Its: Director obnou�� v �oF FORT iy9 o Date: z/z7 /Z4 ATTEST: _ �d �o OVo °=0 p o�P 000 *1.40 �� Contract Compliance Manager: Qcun.ne-�cc A .1 �cxvxv aa4� nEXASo By signing, I acknowledge that I am the Jannette S. Goodall person responsible for the monitoring City Secretary and administration of this contract, including ensuring all performance and Date: Mar 7, 2024 reporting requirements. DadA\ Rebecca Owen (Mar 6, 202417:39 CST) Rebecca Owen Development Manager Date: Mar 6, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on March 7th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. . . . . - , pFtYPUe/ BROOKE BONNELL O� _ Notary Public * * STATE OF TEXAS N9�oFP� Notary I.D. 134009525 My Comm. Exp, Oct. 11, 2026 LANDOWNER STATE OF 7"�X95 COUNTY OF Brooke Bonnell (Marl 2�J115:16 CST) Notary Public, State of Texas 2. R BEFORE ME, the undersigned authority, a Notary Public in and for the State of 7-2!7se^5 , on this day personally appeared j(/srrN ec5wo,Q-,rfj (name), A ss / Ar r sE y (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 D. oe . Ho oe-7--,o Av — -r-4--u e-i s , 1--no. (entity), a 7&X F}.5 `1m.rEb P, t -r vc-p—sH iP (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 27TH day of F6-t5R-vAA!j , 20 24 DARREL CARTMEL Notary ID #134698709 My Commission Expires January 3, 2028 Notary Public, State of Tr�caj s STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN ASSOCIATION STATE OF 7-&-XAS COUNTY OF TARRAN?' This instrument was acknowledged before me on F68. 2 '7*" 7-o2-9 by, ,/usi iN , authorized representative, acting on behalf of the ,eosawaeo Ai-r A?aer^etLc. Re3i0&,rriA4- 6ow.....w4 ") It1G. �s W DARREL CARTMEL Notary ID #134698709 -4 My Commission Expires January 3, 2028 Notary Public, State of v'Lrxos9 STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT A PAGE 1 OF 4 Description of a SWFMA Easement BEING a tract of land situated in the B. Thomas Survey Abstract Number 1497, City of Fort Worth, Tarrant County, Texas, and being a portion of Lot 13X, Block 18, Cedarbrook, an addition to the City of Fort Worth, Tarrant County, Texas, recorded in Instrument Number D223059041, County Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at the most easterly northeast corner of said Lot 13X, being in the southwest right-of-way line of Oaktown Drive (a 60 foot right-of-way), being in the southeast right-of-way line of Grass Lake Drive (a 60 foot right-of-way), and the beginning of a curve to the left; THENCE with said curve to the left, an arc distance of 192.77 feet, through a central angle of 21'02' 17", having a radius of 525.00 feet, the long chord which bears S 47°47'30" E, 191.69 feet, with the northeast line of said Lot 13X and the southwest right-of-way line of said Oaktown Drive; THENCE S 58018'39" E, 75.55 feet, with said common line; THENCE S 28028'03" E, 11.74 feet, departing said common line; THENCE over and across said Lot 13X, the following courses and distances: S 40016'45" E, 139.07 feet; S 11 006'27" E, 140.95 feet; S 53008'34" W, 134.65 feet; N 82057'28" W, 83.27 feet; S 39020' 12" W, 234.94 feet; S 32018'01" E, 29.82 feet; S 57041'59" W, 7.76 feet; S 32"18'01" E, 11.88 feet; S 37001'29" E, 79.69 feet, to the southeast line of said Lot 13X, and being in the northwest line of that tract of land described by deed to Eagle Mountain -Saginaw Independent School District, recorded in Instrument Number D221098248, said County Records; THENCE S 52°5831" W, 15.00 feet, with said common line; Peloton Job No. LHL19001 Tracking No. N/A Et. Worth December 21.2023 G;IJOBILHL19001_CRANZIMASTERDEV1_SURVF. EASEMENTSILEGALS1LHls19001—EA67.DOCX Page 1 of EXHIBIT A PAGE 2OF4 THENCE N 37"01'29" W, 80.31 feet, departing said common line; THENCE continuing over and across said Lot 13X the following courses and distances: N 32018'01" W, 12.50 feet; S 57041'59" W, 7.76 feet; N 32" 18'O I" W, 19.69 feet; S 84003'40" W, 286.60 feet; S 5003 1'17" W, 229.87 feet, to the southwest line of said Lot 13X, and being in the northeast right-of-way line of BeltmiIl Parkway (a 60 foot right-of-way), said County Records; THENCE N 47040'32" W, 40.86 feet, with said common line, to the beginning of a curve to the right; THENCE with said common line and said curve to the right, an arc distance of 67.97 feet, through a central angle of 09°03'23", having a radius of 430.00 feet, the Iong chord which bears N 43008'51" W, 67.90 feet; THENCE N 42009'36" E, 127.73 feet, departing said common line; THENCE continuing over and across said Lot 13X, the following courses and distances: N 27037' 19" E, 207.47 feet; N 89056'06" E, 174.15 feet; N 43039' 16" E, 164.13 feet; N 34°57' 16" W, 59.53 feet, to the southeast corner of Lot 13, Block 18, said Cedarbrook; THENCE N 28044'34" W, 115.20 feet, to the most easterly northeast corner said Lot 13; THENCE N 60°29'57" W, 20.00 feet, to the most northerly corner of said Lot 13, the most westerly northwest corner said Lot 13X, and being in the east right-of-way line of Coffee Springs Drive (a 60 foot right-of-way), said County Records, and the beginning of a curve to the left; THENCE with said east right-of-way line and said curve to the left, an arc distance of 68.75 feet, through a central angle of 5291'03", having a radius of 75.00 feet, the long chord which bears N 03'14'31" E, 66.36 feet; Peloton Job No. LHL19001 Tracking No. NIA Ft. Worth December 21. 2023 G:VOSI FEL1900I—CRANZ\MAS*r R DEVI_SURVEYIEASEMENTSILEGAL51L1IL 19001_EA67+DOCX rage 2 of 4 EXHIBIT A PAGE 3OF4 THENCE N 2300I'00" W, 69.87 feet, with said common line, to the most southwesterly northwest comer of said Lot 13X, and being the southeast right-of-way line of said Grass Lake Drive; THENCE N 21 °59'00" E, 14.14 feet, with said southeast right-of-way line, to the northwest corner of said Lot 13X; THENCE N 66059'00" E, 130.77 feet, with the northwest line of said Lot 13X, and said southeast right-of-way line, to the beginning of a curve to the Ieft; THENCE with said common line and said curve to the left, an are distance of 95.61 feet, through a central angle of 10°26'02", having a radius of 525.00 feet, the long chord which bears N 61 °45'59" E, 95.47 feet; THENCE N 56032'59" E, 8.24 feet, with said common line; THENCE 5 80004'27" E, 14.56 feet to the Point of Beginning and containing 312,804 square feet or 7.181 acres of land more or less. "Integral Parts of this document" 1. Description - 3 Pages 2. Exhibit- i Page Peloton Job No. L1 IL 19001 Tracking No. NIA Ft. Worth December 21, 2023 G:1IOBq,HL 19001_CRANZIMASTER DEVI_SURVEYIEASEMENTSTEGALSILHL19001-EA57.DOCX Page 3 of 4 Basis of Bearing is the Texas C# DELTA RADIUS LENGTH BEAR I NG D I ST. oi�` '6 Coordinate System North Central C1 21 ° 02' 1 7" 525.00' 192. 77' S47047' 30"E 191 .69' Zone 4202, NAD 83 �� ° ��' w C2 09°03 23 430.00' 67.97 N43 08 51 W 67.90 C3 52°31'03" 75.00' 68.75' N03014'31"E 66.36' a IRF =Iron Rod Found C4 10° 26' 02" 525.00' 95.61 ' N61 ° 45' 59 "E 95.47' (u' �' =" 286.60, L4 N L7 L5 N N560 32'59"E 8.24' S800 04'27"E " C 200 404 } 14.56' L6 ��' 00 Point of o n i 1oo� �� q " GRAPHIC SCALE IN FEET Beginning �s; o "Integral parts of this document" \ ���� �'j�� m 1. Description - 2 Pages \ \ L11 558° 18'39"E 4j O 2. Exhibit - 1 Page \ ° �15'Dral �� 75.55' 1 ;�''J rI' O \ N23 01'00"W Hoge Easement � � � "Detail" lnst.• 0223059041 �` L 1 N.T.S / o \ \ 69.87' JC3 ��CR.T.C.T.------------ - /....... --- w Variable Width $40° 16'45"E v \ L 10 Drainage Easement 13 9.0 7' Line T a b l e i e -� N28° 44'34"W inst•r� .C.T. 1 ` \ L# BEARING D I ST. 115.20' ( L1 S28 28 03 E 11.74' N34° 57'16"W S11° 06'27"E ', ,mil L2 S53o 08' 34 "W 1 34.65' w \ feQ o\• ,� 140.95' I �` L 3 532 18 01 ' E 29.82' z Q \ \ \ `A\ J \ 59.53' L4 S57041 ' S9 "W 7. 76' a. '\ ,1 `p 1 F• ° Q L5 S32° 18' 01 "E 1 1 .88 1 N82 57 28"W ~ O6'\ 1 . N89° 56'06"E yo.,,� 83.27' ' ti L6 N32° 18' 01 "W 12.50' m ° J ,�S o L7 S57041 ' S9 "W 7. 76' z W 1 „� 1 1 174.15' ^j I 4' I L8 N32° 18' 01 "W 19. 69' 3 7.181 Acres /� -14 _ '��. �. 1 ,f / 2� '`�D ,� L9 N42° 09' 36"E 127.73' a W Q 1� \� ,��^ Lot 13X, Block 18 °rya o,°` I I L 10 N60° 29' S7 "W 20.00' n Cedorbrook °` ,' \ L 1 1 N21 ° 59' 00"E 1 4. 1 4' ryC) Inst.* D223059041 C_ L12 N66059'00"E 130.77' ' C . R . T . C . T . .' / 80' Sanitary — ' Sewer Easement c ,' / tnsr.• 223059041 �' o VorlobleWidth \ $84° 03'°�0"W T.T.C.P.P Drolnage Easement \ 286,60' / Variable Width _ tast.• 02223059041 ' See Private Drainage CR.T.C.T. \ 1�1� .1 i Qetoll „ Facility Easement Eagle Mountain Saginaw m C 2 if ° ^}�Q� �,' �, / / 1nst. CR.T C.T. y81 & independent School Distrlct O o ���ti� ,' lnst. D221098248 Z ; .,• N47° 40'32"W ��' �.' / C.R.T.C.T. z on 4 r p%S? ^ r � L N � 90' Sanitary O m Sever Esmt. > i n ' / inst.• D219016050 O .......... -� '�i i d TODD .......d.. o E A. 8��� � / CR.T.C.T. s 4940 ,,; Y- Exhibit of a '•� L SWFMA Easement Situoted in the B. Thomas Survey, Abstract Number 1497, 0__ City of Fort Worth, Torront County, Texos. o 0 o TBPELS L5 FIRM REG. N6. 10177700 Copyright(C7 2023 Peioton Land Solutions, Inc.. a Westwood Company ' G EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN GWO9\LHL1900LOrm,\N..ta D—S1-v\LHL19CD1-CPAL0, ...CS—Ek 6/1412023 1D-21;17 AM ry,.pup roro ,Nwws.,er..,m Isps rN, Wro.xx,nxnaa ® LEGEND N IRS IRON ROD SET ;[iI~° RE RONROD iWND EXHIBIT B w E "` "` "` PAGE 1 OF 21 U.E. UtWyy Easement BYTE B.L. BUILONG LNE D.E. —AGE EASEAENT s ,4 F.P.E. FLOOD PL"N EFLOOR i /J NFF NIIWN FNSX FLOOR 0 100 200 300 1 . ray- R RM615 �v x e��art RP RAdUS PONT e yMNe CR.T.C.T. COUNTY RECOPOS, TMRART GRAPHIC S� FEET I '�R OIINTY.IE%AS VICINITY MAP N.T.S. iex.�o.w.xrz to „ s E n w-II -Ej j a � ®� uk F '6.JcY Y/GW AVII 1Fi17R N3a•oJ•41 w to 01 a2 ry °o • t. soda t RY rp, ,� �, i&-�• � ....°•dada- m.d/ ,'"�' NC ? N32• s2 TV 317 RY Nz9•s3'aa��4 `ze of si:CZ..,,a,*s'• ; 'r��g .. 10 s29.3�'n"eN �a5 "Eo3 \$���xP'"d n gy ��� .•Aay'' 11' 22 46' •m ,• �\ tea` '` �� s� � a v., _ ' �"x ., � - 1 - .r 114 % � �''• cz \$ 'A$',�e�#,,,y,<'S dact°sd; `' � : �"�" „a+'e d' ,,.�" '`�4y `�b."d�.' '1f', T>�I/f,� �. . g¢¢ eI, t ` �\` \� �hryry °o \'`�'G.a ..�mwF� �B .. Mgr.. N � •� , .,\ 1gP� '�`__ - Rr.� Nro "a.c'�.s 83 , - 5 - - �� `� .3%'No: •"" '. � �� - -- ``-t� ----- SWFMA O �: His° ao wW m R rN, g\ �,t �$s,9/ I� a, , - ,...... i • y V. eo✓ N\9° 29 9 y2' ,RNgps .., �,NZ wyMM X i i� NtB°Og'03" , ®'°gam' srasw4 n�eue� .%q ' N54- 48'16" 'm1n `\ .•�.> ''Y` 101 R9- J5000' 3@ 39600 N`.' Oakt°wn Drive Rom: 09"E , LC- 57 5J1' 33"EImp ------------- st- .� = ya,. is *� ., �.. .t, \ �4, 3 + a r'> / ' qx '. n - 12 R - °oe sa" 2505.00' •s4 e' \ - 53113 yt p LC- h`6 N32"W 63014'14' Point of ,��L a � ��o t\\ - T .; ' ..f` 41Jro : ✓ ` E Beginning L429 W • e -aye 1 \ a d4°' iea`'-� g1 tsa i. :boa Save dad E%oast°a ._ M°nnrv,ata °a •'C `.'� ��' � � �. &": %.ems �'.\ zy°o:ea ., � _.__ ffi mn� "�� .<+'� �:* O ���•'i.- � s�je> �t •'� O \ '" �� -- g5 a �; a t�� . �? W i.F '.i � spa°; �yn��`, .,� 4°`.� �.L'� � �.«"61-�, ®\�\ ' / �' q&�. g� is}A• M�. � ;1 � . __ , cLLT m a.SIn.W __---_- -_ Point of a^ Beginning rnrrs. wcr. ow.�W�.z�.uc ®��� 9dS�a m \-' QbN4eg�it bw FORT WORTH - 7- CITV PLANCOM 610N THE SOLE PURPOSE OF THIS CITY OF FORT WORTH, TE%AS Dsnere peveldper i CORRECTION PLAT IS TO D.R. xo�tdd-T.xde. LTD. REVISE THE DIMENSIONS OF PP-21-0]t ^® N- W v p.g. xoNoa-ter®. Ltp. LOTS 2-4, BLOCK 26, AND M-22-086 ,.en rcm.Wa w-,en .Wa-Wnwr BJs rth.a. day r...d LOTS 60-69, 49X, BLOCK 14, F in, Texas Jstat E:,:,t BaileyyBBo-11 Road AS INDICATED BY (•) Plat Approval Dale: I gs wn f0- (PACE 2l pmleSI, Creek Cowl Fort Wor ms Stigmas, Terae 76178 By' Phag. 1 By' ,. , >r Oats of Prepwatldm MAY 2023 CORRECTION PLAT ThN Mt FII,a ti mmdment I-- D- 1CS.493 , .g A Final Plat of I Job 4: LHL19001 RnMekme: PE L O T O N ob 00�54. D9 VOA. SD%. Bak 1Y. Lab �U1)bk . d 1� ��®n•tl a,B%LNtea1 15' a t a RI` cx 19 '%ts a-k 281oce 1s: D awn By; B. RlchaMson W I I L.Y F1B, BNdk R3� Lob i-H, Ndr" 2H Lab i-I2, 9t, Bleak 29 Lole 1�14. 14%, IBlock 351 uealLot 1%. 91oeN 3J. Ch-MKJ By: I. B4U9es LAND SOLUTIONS Cedarbrook Date: 05.12.2023 v. roarw°mn,TLxes re,n vn.ae,isaaassa Situated n tlro B. Tsemde Sw A,slrmt III 149T. CRY dr Fwt W-h.I-- C—ty. I—.. EXHIBIT B 35 <w'' "���.y w PAGE 2 OF 21 �m� T �:. / 07 r: G 16 e. a 3''°A a.. ,c» 15,E a ! = ass 7-1 1 0 'A m 761 •' "� 11 ;A 1 'I i i I � / / AIX 774 / 168 SWFMA AREA / oo —� ass 770 _-771� �1 764 N \16 —10' ACCESS RAMP IMAX 15 /° 7 [: GENERAL NOTES: / 17 1. ALL SIDE SLOPES ARE 4:1 MAX 2. SLOPE BOTTOM IS LABELED IN THE t / t PROFILE ON THE NEXT SHEET. N g 8F o I ^II [• + N I BELTMILL PHASE 1 E li PELOTON OVERALL GRADING EXHIBIT° 4�, LAND SOLUTIONS o FORT WORTH - TEXAS o DECEMBER 2023 d EXHIBIT B PAGE 3OF21 PARK SWFMA CHANNEL 785 780 775 \ i 770 765 760 _ 2.7 % - 0.6% 755 750 745 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+)0 a I '>" P E LOTO N 1ILANo SiL UT10 N5 g BELTMILL PHASE 1 OVERALL GRADING EXHIBIT FORT WORTH, TEXAS DECEMBER 2023 785 7W 775 770 1 7ss ^.I 760 0' 2 % 755 750 745 8+00 0-)o 10+00 11 00 11+50 i s oao• eo• 120• � FEASEM�N / N MATCHLINE SHEET 060 EXHIBIT B PAGE 4OF21 KEYMAP NOTE. THECONTRACTORSHALLCONTACTTHEFOU-0WING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA K TEXA5811 8-44-83)i ATMOS GAS 1 9i2-881-4t61 ECTRIGDEwERY ,-8-0. _A112 CITYOF FORT WORTH 811393-1254 _ 9fi1 J J DBS 888 CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES ~ VERTCALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION. ALLRESPONSIBIA FORTHEADEO EMAINS WITH THE ENGINE ER WHO PREPARED THEM IN REVIEWING THESE PLANS, THE CITY MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. T �. V7 `4 GREEK GROSS SECTIONS O STN t00YR WN EL t00LY MAWTE RSELI o scAOt =ao 7' . 1ATIO,486 «, 1t3D1 ,42]2 - _ - "" ,tea, ifi1.Tl i6128 LEGEND �Mu� PROPOSED MAJOR CONTOUR ® PROPOSED MINOR CONTOUR ID944 t e488 19316 i6YW T5830 i56.80 —17 r5B 51 i58.9i — —'°s— — EXISTING MAJOR CONroua - _ sir E-TING MINOR CONTOUR RETAINING WALL —in•rN r-- t OBYEARFLOODPLyNDNE —> DRAINAGESWALE .—IS EXISTING SPOT ELEVATION x — PROPOSE SPOT ELEVATION �m �auue mea FP RNISHED PAD 5335 T Tw sxxX TOP OF WALL s=45% ew sax BOTTOMOFWALL NOTES: T ALL NosG+Ps 0 0..E crs 44 cTsoe�nsBHALt LtHIS ss HOTm �� 4.966GFB � .HFORO1-nRE<0N�„�N�NDAN9 I SECTION K-K NTS x No sazEa oR PNO—EO T—Y 1NTHEswR.,A Na,NNAN. REVIEWED I i erA,�mNcaemm.A.xe:� ifi > TYPI05 PAD SIZE X�• / \ \ BENCHMARKS fFELASEMENAINT \ \ \ _ p N.4REENwNTEN II s f �ONAN�NE sPNNa� p; �To 3nall�zRAIQjNGSPu%nTTONS REVSED BELTMILL PHASE 1 s' \\ �\ GRADING PLAN \ \ CULVERT B TXDOT HEADWALL PER DETAIL FW-S FORT WORTH, TARRANT COUNTY, TEXAS \ \ \ \ 3 12'X4' BOX CULVERTS ..... II LAND SOLUTIONS DRAWN' P CMM I JU EEi D RGNED:PDW H IXH2B005 05S J RENEWEREAR 2022 NOTE'. THE CONTRACTOR SHALL CONTACT THE FOLLOWING 6 _ ATLEAST 48 HOURS PRIOR TO EXCAVATNGIN THIS AREA _C KEY MAP — TEXAS 811 1-80-8377 EXHIBIT B TXU EUE T 9] 88,-418t MATCHLINE SHEET 057 Txu ELEcrwcoeuvERv f"I" euz PAGE 5 OF 21 �- CI_ OF FORT WORTH 3,7392 ,2 ///^\\\ +°.P` m FP rypE C ELD VERIFY ALL E%ST NG UNUTES FUTURE PHASE �V'm \ /„/ nPE ���/// "' FP ALLYAND ITY FOR HEADELYPRIOR THESE PLANS REMAINS 77rv4 S qLL RESP IInF THEAOEOUAGY OF THESE PLANS REMNNS F .17 WITH THE ENGINEER WHO PREPARED THEM NRENEWING THESE s s Purvs THE CITY MUST RELY UPON TNEADeauncv OF THE woarc OFTHEOESIGN ENGINEER a GRADING DETAILS �b o FP CREEK CROSS SECTIONS sT1A251131o45 N 171-;89 ]]3 L ` � ; I/am��` I�I �\♦ x � 78F2P. st$ BA.+O�"�. -� / . /i0 78mF� 1P.4 7/&0.9 ,b v 7F XULTIMATE 7 9BVRWsEL WSL 1267346 T8 8+ 1147 _ LcEsaGEE, NarcD P PROPosO MAJOR778 7ez 2 SPROPOEDM NOR CcOoNNTOoUuR / E%STNG MAJOR CONTOUR 2273 77703,7 R ue / gam\ 11FP EXISTING MINOR CONTOUR R ANINGWALL Al"tz ,r. Was �— too TEAR FLOODPLAIN LINE /xm FP S - DRAINAGE S.A. �Ai� �` ` g s e'\ / / ]804 ✓t`.I{, FP 69� \` xEX 5325 EXISTING SPOT ELEVATION p` m n 7811 X5325 PROPOSED SPOT ELEVATON ]76.7� FP 5325 FINISHED PAD TOP of WALL I ]7 F swsieT BOTTOM OF WALL \ 7]].5 - FP \ \ - NOTES o v a-0.4zPs $/ \ i P 771 P1F GT s o1 V0TTEs7HrwpuH cn"T s"o*Fn a Qm,uv ;n498o \ 'X� _ FP ePE 4\ MFF FP / 7]92 ra� 1 a 7800 454\ F\ x �z'� -I 4 Aron ioc o"NnoNNO orvo 400...a�sr.". asocrs P g 5 PaYwRAFn .✓� s ALLLR,s , rx ; ND�"LoonPA"PrvsErvTAF,9»7HEAnoAnT e SECTION A -A �� 5 nV \,' LU T.i<� z , , REVIEWED pP..ve+3 "Iw FP A'iPe v TTT��� 4�a �1210' aosr�va snzuwzFa7 ssscrs \a sew • \° n9.m \ N%.Za /75 TO U' .xmTxYP�ICsAFP M7FF FP z5 L XPA a7 773 777.4 40051zE SECTION B-B &. - TYPE P BENCHMARKS �050 cfs /%y/ FP �\ \ / FP sLevAnory �iszso rare ' 77&3 \ 777.0 TU a x 3 P� PLaooPu D,mwwinr 7.ss cFs \%' FP \\O/ EASEMEN� v z, FPs mzf °n I t ' 1; SECTION C-C T*,a\ C �\ U\ n m ��7 a� coMnNCHe vwN�s owve,o a 2 K,.. /+� \ �` \ \\ \ _` \ • �zg s \ �Ev. Ore, EvllnoNGEO 41 +, \ F93 v sF� BELTMILL PHASE 1 , Sao 27gss2 GRADING PLAN g FP FORT WORTH, TARRANT COUNTY. TEXAS FR" `....... ,a � ,. �80 ¶ 4crnT} 778.3 77B79 PE LOTO N 7 II LAND SOLUTIONS g - MATCHLINE SHEET 064 DRAWN. CMM m OJECT 6HEET DES GrvEO PDw 059 €HCg RENEWERSAR 2022H RH2(p1 m 9 NOTE. THECONTRACTORSHAucoNTACTTHEFOLLOWNG �Q EXHIBIT AT U— 48 HOURS PRIOR TO EXCAVATING IN THIS AREA, r B T -� —E511 1 a — XU EL GAS MATCHLINESHEET_058 PAGE 6 OF 21 ELECTRIC .6 " Txu biz 4 � ]]1— � f':� � _ �_ 7 _-- _ � -. � � � � � � � CITY OF FORT WORTH 7 1 34 _ 7 CONTRACTOR FIELD VERIFY ALL EXISTING nun 4 m.. \ _ \ \ _ \\ ALL VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION ~ �� RESI=ONNGIN ERFOR WHO PREPARED EPAREDT TOF HEM. IN EPLANS THESE P \-.•"' W$E��77q \ \ \ WANS,T ENGINEERELY UPON THERM IN REVIEWING THESE PLANS, THE CITY MUST OF HEDUPON THEADEOUACY OF THE WORK of THE DESIGN ENGINEER _ a �S m LEGEND MAJOR PROPO SEO R CONTOUR PROPOSED MINORCONTOUR EXISTING MAJOR CONTOUR F Pp3 Px FP': riPE \ \Fp ,o,/ x v I I EXISTING MINOR CONTOUR 77 I,IBF9q RETPIWNO WALL E wnr 11p YEAR FL ... 1-NUNE CASEMENT 77 . I W - > \ DRAINAGE SWA z 75.8 BPEg 7]a.s�? \ \T xEX 5S25 EXISTING SPOT ELEVATION U �ttPE T70.5 a✓//* /� I x5625 PROPOSED SPOT ELEVATION Q B0 \ MFF \..y \ \ \ ]> 4 FIR5325 TINISHED OP OF WALLO 18 l\,\ \ \SF iTJ T� I ewst&I BOTTOM OF WALL C]\`' NOTES:Iowui w,US"s�oae ��� To i s�azx I xoo'ini.No iocL:noHarTIcrz nEnn.wce"r.'r`'"' _ nescx swuise rnoWoeo sr oTxens. ssrossu we or nS�O` - -_-_-- _ - _ _ .�' '� j umeo sv oTxrus ovrwveTHer"oPoseo sr�eT I �'o. RLTweTo on r°" oann°"1F 1corvnn°w xw111 sTE ss ovosEo".tRes NTNe swvMnawuonnr � < raLYwn —0. w" i oii REVIEWED i LU wroee�.A — �\m IS F.ENTrvPlis xnD suF o. BENCHMARKS II s \ \ n„. , s�—I E.A"ST°s.°° °"w° — 17 „R° f TI °—E.—EP - GRADING DETAILS �z �� CREEK CROSS SECTIONS 'ai o"`� yNyry �4 e<<e:. STATION ISO VR WSEL -YRWSEL 1-5 77169 ]7019 TO -. vA nAoo� \ r— °°SRN."ESP.NRS°.W �° 76e sz o � GRAD HI SPIffi M DNS REY SED sAcVo - nn6 - 767.66 BELTMILL PHASE 1 KEY MAP GRADING PLAN FORT WORTH, TARRANT COUNTY, TEXAS P" \ ENT F6 1p P E LOTO N I I L AND 5 0 L U 0 N 9 W 06 O68 ¢ MATCHLINE SHEET 065 - 72 SECTION L-L DRAWN: CMM E WECT sHEEr N. �'� DESGNED:POW MARCH DRHP6005 060 REVIEWER: B.AR EPA, m NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING 6 AFTESIDEWAUE ,'\'� / \� / AT LEAST a a HOURS PRIOR TOE%cn UNGIN THIS AREA k �\ CONC SIDEWALK 1 \ / I \\\ / \ j% i^ T / TE%A3011 TH11-006514-831] TO RE CONSTRUCTED AGE 7 EXH O F 21 \ \ m O DY PAVING POsrA,,,63.36 . / \I \ \ \ �. ATU cns s_11>151 'm \ ( 1 ' N \ \\\ \\ �\ %� j� TXU ELECTRIC DELIVERY 1 0006]3191 9Z1�2 Q \ / ITvoFFORT WORTH FRDP9`mejfN"'`' O CONTRACTOR TO FIELD VERI 11103F5 WIDE \ / *•= OAKTOWN DRIVE _� o ,� — % / 5P \ \ CoNORETE SDEWALK \ �' O ALL HESPPRJ9�UfLfTVFUH I�HE'0.rltW�tC90kTIHE9E'VlAN9 NEMaNs W / (` \� \\ -T09E CONSTRUCTED WITHTHEENG NEER WHO ABED THEM IN RENEWING THESE -- \c 2704 SF PARKWAY S7 LF PEDESTRIAN HANDRAIL. f I PLANS. THE CTY MUST RELY UPON THEADEOUACY OF THE WORK i23603E PARKWAY -��/� ` o 1 \ CONTRACGTOR (rvPJ FINISH TO BE .STALLED BV LANSCAPE S oT / OF THE DESIGN ENGINEER. FNISH OU G �� \ �\ •I \�� ,\ �NIS PT STA 17+3 CONTRACTOR11�• d /r-- a F ( 212 IFS WIDE P� a P� A,B. 2' r I CONCRETESIDEWALK \\ / \ ? �1. 1 11�2'i '� d%iV/�// RiRlI ITRI ���\ N REVIEWED TO BE CONSTRUCTED 0 `PARKWAY'' ` 1`�_T1tiNil '-Z 9y AnJrew Goodman of l:,] 1 I l RV PAVING-23 ` \ \ \\ �' •� \ I J 1iwSEl' 666G7 /� - _ pm, Sep 10. 2012 CONTRACTOR ITYPI SFINISH OUTS IA F / / I Pr1STA ,2«a, PC A111.B3 1 I ESMT R— €(/`�- ".-�- 1-A o PR OFILE SCALES: Iw .WARNINUCCATG Nx`�2 / 1 'I / \ 1'=40'HORIZ. / I11 f �3 ^// \~ \ y� 9\ I / \\ II \ 10N,tt301 1'=4'VERT. 1 / cox pwOB \I •I I / \" ��� I \--- - I i9 LF PEDESTRIAN HANORNL ` —_SE SEL=16117 I I T. NSTRLC V I/ I I Y INSTALL 6DUN GRETE%i 3,&SF PARKWAY \TOBEINSTULEoeYLANSCAPE — w LEGEND / I +\\ ` DRIVEWAYPERDETAILD527 / I FINISH OUT CONTRACTOR `e 1 / FY f \ I FO / / \ \ '� \ I \ I` ` CON 2591 SF S WIDE ^'�M PROPOSED PAVEMENT I 1 —_/ I I / / ♦ *„ )/ \ 1—\' CONCRETE SIDEWALK I l I X 1• / / \ I\\ '/ �' J- \ I TO BE CONSTRUCTED \\ ISM PROPOSE° 0 PROPOSED CURB INLET -----_ Si�R0� // \ \\ C RACTORRYP) \\;\ \`\ (�/\ FEASEMENT" \\ �� PROPOSED RAMP LOOD F a XISTING EDGE OF PAVEMENT loHr G \ \ E �05�/ 7 / \Il /\ / ♦ 1 \� 4i 1 \\\ I \ \ \\ \\ \\_\\x NOTES: 0 TUBULARMARKER \ I \ I \ \ 1. REFERTO GENERAL NOTES SHEET FOR GENERAL NOTES. PAVING NOTES, AND CITYOFFORTWORTH GENERAL NOTES MATCHLINE STA 14+00 2. ALL PAVING RADII SHALL BE 15 FEET UNLESS OTHERWISE 3, BARE IL FREE RAMPS SHALL BE CONSTRUCTED BY PAVING CURVE TABLE CONTRACTOR. 1Tx4' C SCRIINLETCONTROL POINT- REFER TO CITY STANDARD CURB CURVE DELTA RADIUS TANGE N O BEARING REINFORCED INLET DETAILS. LE GTH Box CULVERT iT�' S. ALL ELEVATONS ARE TOP OF CURB UNLESS OTHERWISE C9 090°00'00" 5000 5000' 13.59' ]0 ]1' NBEOY 50'W 12'xq. REINFORCED S NOTED 10 G3T 100' 307 283 53 9 t415'W REINFORCED BO%CULVERT ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE FL=]60.60 BO%CULVERT NOT FL=759.60 7 REFER TO DETAILS FOR NAME BLADES, SIGN SCHEDULE AND 11 5 ,] 1S. 500.00' 59.0 00.0 3.1 0 3950 W FL=75910 B A �EXIETIRANNGEMEDIANSR30WS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR ORIGINAL STATE 01 BITTER UPON MPLETION OF THE 1—El. IN DOWNSTREAM FACE THAT GRASS E OR TO SOD O 1S0%BY CONTRACTOR . THAN l.O(COFW SEEDING, REMOVE ALL ROCKS GREATER OAKTOWN DRIVE CULVERT B e THAN 1.5"(COFW9 9213121REMO ED FROM MEDIAN DWS TATION IS 311CCESSFOLLY ESTABLISHED. w" N.T.S 11 REMOVE ALL SILT FENCING FROM MEDIAN ONCE VEGETATION IS SUCCESSFULLY ESTABLISHED 79D 711 11 NITACT PARD PRIOR TO WORKING IN MEDIAN(1111112-57W. (P.�ARD MAT HAVE CONTRACT MOWING THATNEEDS TO BE 13 TED DURING CONSTRUCTION OR MAY NEED TO CONTACT AEORJ' YU9�✓/I 0NTIONPARNERWHOMENT ORISTTOINS RE MATERIALS ON a (p I �t�T NOU}N{�DVEDOO PROPOSED TREES IN THE SWFMA ARY 785 <� t I(=T3.F5 _ 785 pi&'-pcG��(46Poc uu I F� -�ulo � I—ISTINGGRADE @ RIGHT RO W. Rrr aF A%g aoa°wA°�I 780 sRpr:N wAreB 780 — / _ _-` _ E�Le7Ano»=7aso - J EXISTINGGRAD FILF RT wIOROTF ` tee/ O O+ cl =W \� �•- �i� —`= O @LEFT RO W. \ SPECIFICATION31Z400� m^ rll b E p 775� L --_ ar 175 coNANcxe spwxcs Rwvero F— v cAs uus sp6NcsA LU L A Z [2 pwvEwATS 0 GASIPNIVAIEAu.E33. 770= a� '�aa J 770 !, Y v I > UILT 37 BELTMILL PHASE 1 765 I —\ 765 )AKTOWN DRIVE STA 9+00 TO 19+0C S FORT WORTH, TARRANT COUNTY, TEXAS 760 li l! P E LOTO N LAND SOLUTIONS e 755 r r .'� I r r r r r r r r r r r r r r �� 755 �HB€ O u O u u O u u O DRAWN CMM DATE PROJECT# SHEET a DESIGNED PEW AUGUST DRH2O005 138 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 REVIEWER BAR 262s 084 m EXHIBIT B T MT AT. la _ {"jffi `.� PAGE 8 OF 21 I I R OF FORT RY 71a,z W 5299F 5' I IY I TO FIELD VERIFY ALL EXISTING UTI4NE5 e ~ }}NN < \ FUTURE PHASE LL „ / R oR¢o PRIORTO cINSTRUCTION. aNCRETE IDEWALK a 5'WIDE CONCRETESOEWAM(. L ALL HN O ¢U CY OF THESE PLANS REMAINS B�sa TRucTED \ ` s RES FHF ENAGELYA / BY PAVING N TO BE CO TRUCTED / I WITH THE ENGINEER WHO PREPARED THEM IN REVIEWING THESE I �� ,Y C Rq OR (rvP)` IQ �� BY HOME BUILDER(TYP.) TOP OF PAVEM NT p- ADMARINWOOD DRVE PLANS, THE CRY MUST RELY UPON THE ADE¢UACT OF THE WORK AVSTg21 «l%SG 14,OO L' 765.69 TOP OF PAVEMENT NBTAL AO ENO I I I � OF THE DESIGN ENGINEER PF STA 21 �2321 �� � �y�aa aArol— 10: P Ur CONST STD 10 CURBINLET I� A ]69, BARRICADE J / a. » --- r.. O+ - T ]85.9, RNAROUNT AROP. TEMP,li 1, 5' B 115 T.I EM daMo{ TOBECONSTRUCTED K e. ,iceREAVIIE Q 0---- o 1'- '_ Y • f •-- FOFF EVENT HOMEI LDER(TYP) 5 WIDE CONCRETE SIDEWAL PC STA 22+228 r ^ gc°- ~` tlF PA EMENT PAVEME T % STA 15r88,53 MOUNT VISTA LANE - .00 scnte'.r .o' STA W —_' �("S° ,mvx. 'a—_ OAKTO ---g c17 / ti °, MARINACOD DRIVE STA zo+..Is OAKTOWN l6pi ` - WN DRIV -- I — � � 3 _ sia zss so GRASS urcE oravE - MARINWOOD DRIVE °PROFILE SCALES n n V / 31349 MORE. 5E PARKWAY — STA 21a6L58 1400 R — _ _ 1 / ae WIDE K / FLL ]E933T0 ,0 CURBINL•ry 1j TOPO'C�UR95TA 25+ Q+s= r -S rvSH \ K� EI ET aCNc� M°uMYsaV W I4'VERT. Q I OUT \ \ \ I .,4.oH ° Z I 1390 sF E \ �4 corvcREre s1DEwALrc �;I LEG END TO BE CONSTRUCTED \\\ ~ ��7� ` INSTALL DEAD END BY PAV NG \ r$I ' — BARwcAOE STOP �I�I 0 PRoposeD PAVEMENT CONTRACTOR ITYP.) \\ \ ��\\ I 14 TOP OF CURB FPl bfnr PROPOSED CURB INLET ]fi9.3fi rel a] PROPOSED RAMP 1 § r I � E%ISnNG EDGE OF PAVEMENT FUTURE PHASE 2 NOTES. 1 REFERTOGENERALNOTE85HEETFORGENERALNOTEs III PAVINGNOTEB NDCRYOFFORTWORTHGENERALNOTEs c O 2, ALLPAWNG RAM SHALL BE IS FEET UNLESS OTHERWISE t INNER TOP OF NOTED 3. BARRIER FREE RAMPS SHALL BE CONSTRUCTED BY P G CURVE TABLE CURB ELEVATION Ij�1s oo4 Dnve CONTRACTOR, SHOWN IN PROFILE BNx TT�1 4,CONTATCONTROL PpNT-REFER TO CITY STANDARD CURB CURVE DELTA RACNS TNGENT LENGTH CHORD BEARNG 'fw Oob 20% 20W° SIGN DESCRIPTION UYEESIGNATION 512E IN ¢DANT1tt INLET DETNLS, Z • __ .. .. C11 03E°1]' '•1�•'" r1 G. ALL ELEVAnINS PRE TOP OF CURB UNLESS OTHERWISE 98' E00,00' 159,06' 30&00' 909,1E' N40°39'S0'W �� „t. Y�'':�Y..,I .. NAF�pEE Ai.� 9Y°fPRIfS A NOTED. iTd % 1 ii�e K 1 ALL DIMENSIONS ARE TO BACKOF CURB UNLESS OTHERWISE 2] 0 ,2 0, 8,81 ,0,, BA 2 0] 3, I W , 6, NOTED ERT I 14' 14' 50' 7. BLOCK RANGES7LL5 FOR NAME BLADES, SIGN SCHEDULE, AND I 8• ALL EWSTNG MEDIAN IROWS DISTURBED DURING SECTION A -A CONSTRUCTION ER UPON co PLETION TOTHEIRPRo�riN NTS THE EVENT THAT GRASS HAS BEEN DISTURBED. GRASS SHALL BE E TAB45HE0100% BY CONTRACTOR 9, PPoOR TO SODOR SEEING. REMOVE ALL ROCKS GREATER ALL qNT MO�HDS SH_E�FE.OVED FROM.- SIROWS OAKTOWN DRIVE MARINWOOD DRIVE 0ONCEVEGETATION Is SUCCESSFULLY ESTABLISHED• 11. MEssFs`yE ��s�Eo MEEINONCE VEGETATION 790 790 790 12 GORFACT PARR PRIOR TO WORKNG N MEDIAN (81']p392s]00, (PARD MAT HAVE CONTRACT MOWING THAT NEEDS TO BE HALTED DURING STRUN OR MAY NEED TO CONTACT OGADOPTIONPARTNER MAM UMENT OR STORE MATERIALS ON 13.NOTPARK EOP MEDl4NRiOW. 'J 14 NO SAVED Oft PROPOSED TREES IN THE SWFMA 785 L� 1 REL. 785 7a5 BOUNDARY BENCHMARKS FUTUREI. � _� m F' { PHASE - c ry 7 s 780 iv `�' i-v�•v))v 780 _mr _ Rr 790 O e. D / SPEancnnoNER Cr F BflnTK,x ]uM' Nn xz.^x•cOrN TxeToroF 775 - 775 — LrTR rc 775 NTo PAG W TINGyy �NSGRADE oNorvcxeEs C. °m.0 TING E NG GRADE ix�a<,x.w1. P—NGTGELEVAn¢NSNDSL¢PESREMSED 770= d _ — — 770 �ROADWAYc / 770 _ U - AEASTNG GRADE a r ��------ _- � � _ ®LEFT R.O.W. p BELTMILL PHASE 1 =--rt 7ss �: se OAKTOWN DRIVE STA 19+00 TO RLLPE Clrro- END & MARINWOOD DRIVE —STING GRADE sFORT WORTIT w 0+00 1+00 2+00 PE ®LEFT R,o.w, FORT WORTH, TARRANT COUNTY, TEXAS ��(IRSTNG GRADE 240r m 760 ION aw -N Iilll PE LOTO N �WAY I �N��,R° g o JT+w .1 / /I II LAND SOLUTIONS w I as 755 � � ��� � I 3 BE u ¢ u1 DRAW Pow O3EGT SHEET ;&g 20+00 21+00 22+00 23+00 24+00 25+00 26+00 REz0zz RH2900 Q$5 m I BN[.III Parkway PROlER51GN SIGN DM —ON TA - TMUICDDESIGNATON yN&OlMNT1Yl CURVE TABLE xUUME STOP DIS Ra-a 30x� 2 CURVEDELTA DI GE rvc T365,15'T O BEARING RIGHIIANEMUST IURNRIGE R}]R 30x30 1 C21]25,OeH CON39 16 50 DIVIDEDHIGHWAY W61 30x30 s BELTMILL PARKWAY 800 I I I 795 0 u I,61,'Pv _ �_m_ gpg � PN2�25.00� ry o 0 ELEV=1A94—^ �'m �'- M �-d._ M 790.- FILLEDRYOF F DI a 785 I � 780 zFE� 775 unr 1 i 61T , TC� �50% == _ ,rE I I / o I CO2GFE6TWIDE' SBECONRUCTEO PAVING 18' I 15.5' SECTION A -A NTB 800 795 790 0 + F785 ROLL PER WORHFORT L SPECIFICATON-\ =780 312400 1 EKISTING BRAD T a o V' 770 76: r . . r . . r . . r 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 NOTE TIECOITRACTIR 'HALL ..TACT TIE AT LEAST e HOURS PRIOR TO ExcaVATIGN ZS aREAG k E ATMOS GAS 1 9]210 l 12 CRY OF FORT WORTHRY 81].392.1231 K FIELD VERIFY ALL Ew3TING UTURES ALL yERlypJ�Lypyny()�7j]kJTpI.LY PRIOR TO CONSTRUCTION. wTPH THE ENGINNIEiEERfUWHHOf1PEREEPPLARED THEM IN REVIEWING UACY OF THESE PLANS �ESES PLANS, THE CITY MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER • PROFILE SCALES 1" = 40' HORR. 1" = 4' VERT. LEGEND o PROPOSED PAVEMENT PROPOSED CURB INLET 4 r PROPOSED RAMP EMISTING EDGE OF PAVEMENT NOTES 1. PAN GT NOTES, RAND C of FORT WORTHENEGENERAL NOTES, 2, ALL PAVING RADI SHALL BE 15 FEET UNLESS OTHERWISE 3 ARRIER FREE RAMPS SHALL BE CONSTRUCTED BY PAVING CONTRACTOR 4, (ICPANLET CONTROL POINT. REFER TO CITY STANDARD CURB INLET DETAILS. 5. ALL ELEVATIONS ARE TOP OF CURB UNLESS OTHERWISE 6, ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED' REFERDETAILS FOR NAME BL40E5, gGN SCHEDULE, AND BLOCK RANGES,ES. 8. ALL COISTINGNSTRUCTION MEDIAN LL BE DISTURBED DURING HEIRO UCTNN SHALL BE COMPLETION RETURNED TO THEN ORIGINAL SATE OR BETTER UPON COMPLETION OF THE PROJECT, IN THE EVE SREED, GRASS SHALL BE STABIISHED 100%BY CONTRACTOR 9, PRIOR TO SOD OR SEEDNG, REMOVE ALL ROCKS GREATER THAN ,5' (COFW 32 921-2) 19 ALL DIRT MOUNDS SHALL BE REMOVED FROM MEDIANVROWS ONCE VEGETATION 6 SUCCESSFULLY ESTABLISHED, 11. 1 REMOVE ES O SUCCESSFULLY ESTAR 12CENCINLLSHEOD, MEDIAN ONCE VEGETATION ONTACT PARD PRIOR TO WORKING IN MEDIAN (01]F3926]00, (PARD MAT HAVE CONTRACT MOWING THAT NEEDS TO BE HALTED DURING CONSTRUCTION OR MAY NEED TO CONTACT ADOPTION PARTNER WHO MAINTAINS MEDIAN. 13. DO EQUIPMENT OR STORE MATERIALS ON MEDIANIROW, 14. NO SAVED OR PROPOSED TREES IN THE SWFMA BOUNDARY BENCHMARKS BELTMILL PHASE 1 BELTMILL PARKWAY STA 0+00 TO 770 8+00 FORT WORTH, TARRANT COUNTY, TEXAS A 765 P E LOTO N LAND SOLUTIONS I I 8+00 DRAWN CMM SE PROJECT SHEET DESIGNED PEW PM21 RH2DD9 086 REIEY-BAR m \ \ B�- -\ A CCNCRETESIDEWALK \ -J N ---' 1�94 LF PEDESTRIAN HANDRAIL I 251 \ \\� '� TO BE CONSTRUCTED/\�_f l�=W \ ] EXHIBIT c TO BE INSTALLED BY LANSCAPE PRO�ENpGE I \ CON —OR DFYP Y \\\\ \\ CQNTMTDR EpBEMENT I -I-'\ \_ s� PAGE 10 OF 21 CONST,r. 10' CURB INLET I U O \ \ \ \ \ --r T. ]s I a U P s L / ^`\ FUTURE PHASE SECTION =12834 i` rL ] \ / AV STA=10.39,99, B \ r \\ \ \ \ WSEL'77247 -e`er Tc- Tc 114 FPARKWAV i'1 - - \ \ CONST, SrD, +S'CURB INLET \\ ELLA 3a ,4 PAR \Y= \ S FINISH OUT �'\ /h \\ �\ r 0, 'cOF E0E3sPR. SCENE m D� - _-- 8 \ \ 5859 \ PAV STA. 1 `\ .� OPOF PAVEMENT / \ / C \ STA=13�]3,]2,1&5PL \92 31 TOP PAEE78INT T \ STA 12� \ CONST ST0. 15 CURB INLET \ 1�j ]81,61 ]82.09 ((\ PC STA 8194,90 \ I \\ \�\ TOP OF PAVEMENT L T OF PAVEM sE E x I F31S IF NISH OUTRKwAY ,\ \ ��`' m \ r- 78061 -/ R BNB _- y 85 LF PEDESTRIAN HANDRAI ,\ PAV STA 9t]500 +8.00 R \ \\ +.� E _ m 3 _ - �} J TO BE N6TALLED BY LPNSCAPE .CONST.SN tO CURB INLET STA 18�]820 BELTMILL PARKWAY h fis•a CONTRACTOR ��9 \ \TC=—.542 I STAOa 0,pI #EACH LAKE COURT C \\TOP OF CURB O f ° Ge ` \ \ �\ I Pnv sra 49 \ ' � B R _ CONST. ST015 16CURB 1CURB INLET \ ' +� P ` J[[ I..-""�`___•••' — 7136AB BELTMILL PARrcwAY ]943F 6'SIDE \\ \\ \\ \\ \\\ F\ 7]3,04 \\ rI d} y # \� le4 PAVEMENT CONCRET SIDEWALK '1^ \ \ \ \ h [[ II\ \ / INBTA�LTADRRICAGE TO PAVINGSTRUCHD\\�\` \\ \\ \\ I Wj \ DE TO BE CONSTRUCTEDONCRETE BY\ LK TOP OF 815B. er -- By HOME BUILDER CTED CONTRACTOR(TYP,) \-H'R6pDSBe�- '� ��\'+P \ 1 \ \ \ W \MR) - r` FLOOD PIAW I I EABEMEN\\\\\\ \\ \\\\ 1' \ T° I I 14'FUTURE PHA 790 HE NFIRCED 10x4' REINFORCED OR REINFORCED OR BOX CULVERT BOX CULVE REINFORCED ORD BOXERT OX CULVER DOWN STREAM FACE CULVERT A N.T.S I� FILL P'R Fl SPE.,IFII, .,.I —F r4 D. 91 200 _ I n Fl 770 4 P- awl d 765 a? 760 — yyFF 9+00 U6 +00 LT �\ EMETINGGRADEI 1 OIN6.13 DEI Ew3TINC GRADEI RIGHT RO.W. 10+00 11+00 of INNERTOP OF CURB ELEVATION + SHOWN IN PROFILE I14' I 4' So. SECTION A -A NTS BELTMILL PARKWAY ur �•Sr Sr r _A 12+00 13+00 14+00 15+00 LOWING Q NAr HT eHoRI n -OR.1R— TO EX T.NG THEN TNSAREA k TE os GA 1-071 ATM ELECTRIC DELIVERY wa961.4161 w 1■ pry OF FORT WORN ' A—�'236 K ALL VEa,ica AiCv;wo HOA¢aNr�n�L`,rPworro TING o Hs aJ. N. ~ RESPONSILIURY FOR THE ADEQUACY OF THESE PLANS REMAINS 6MH THE ENGINEER WHO PREPARED THEM, IN RENEWING THESE el PLANS, THE CITY MUST RELY UPON THE ADEQUACY OF THE WORK OF HE DESIGN ENGINEER. [RE 1!nE0 Z f PROFILE SCALES' 1"= 49 HORIZ, 1" = V VERT. LEGEND 0 PROPOSED PAVEMENT PROPOSED CURB INLET ROPOSED RAMP r PEXISTING EDGE OF PWOEMENT SE 1NOREEFSR L NOTES SHEET FOR GENERAL NOTES, "INGN TES. CTYOFFORTWORIH GENERALNOTES, • - 2, ALL —NO RADII SHALL BE 15 FEET UNLESS OTHERWISE 3. BARRIER FREE RAMPS SHALL BE CONSTRUCTED BY PAVING CONTRACTOR. 4, KPpNLETCONTROLPgN- REFERTO GRYETAHDARD CURB INLET DETAILS, CURVE TABLE S. ALL ELEVATONS PRE TOP OF CURB UNLESS OTHERWISE N-TEGDELTA RADIUS TANGENT NG O REMIND ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE CURVE N TH H RD e, NETED. C16 038-48'58' 1150.09 HEIST LEA09' 760.20' N37"2T O6RV 7, R FE TO DETAILS FOR NAME BLADES, SIGN SCHEDULE, AND BE K AN C, a 37MO.09 121.67'7,9 5,26 N-51—V 8, ALLEMSTINGMEDIANSIROWSDISTURBEDDURING 795 STATE OR PLETpNTOFT HDIE PRr� .NT.IN THE EVENT THAT GRASS HAS BEEN DISTURBED.. SHALL BE EST HE' I. PFIOR ...TO SOD ORS EDING. REMOVE ALL ROCKS GREATER ,5" (COFW 329213.1.2) 10 ALL DIRT MOUNDS SHALL BE REMOVED FROM MEDIANS/ROWS ONCE VEGETATION IS SUCCESSFULLY ESTABLISHED, " EMOVE ALL SILL FENDING FROM MEOW) ONCE VEGETATION IS SUCCESSFULLY ESTABLISHED. 12,CONTACT PARD PROR TO WORKING INMEDIAN (B17F3925T00, (PARD MAT HAVE CONTRACT MOWING THAT NEEDS TO BE HALTED DURING CONSTRUCTION OR MAY NEED TO CONTACT ADOPTION PARTNER WHO MAINTAINS MEDIAN, 13,T PARK EQUIPMENT OR STORE MATER-S ON MEDIAN/ ROW. 14 NO SAVED OR PROPOSED TREES IN THE SWFMA BOUNDARY IS=�T'L`OC 790 BENCHMARKS lETlAHTOFme a—Nl—x G 785 A.Iox zuen TE. --"-----_- - wxe ox me O.s _y ( 780 0 1 mrwncx[svq+ca mNE FUTURE .'"°vvC''1PA.GTGELK— w m PHASE 775 n412D 33LDPE3R ,BED ja mmr FM BELTMILL PHASE 1 ova BELTMILL PARKWAY STA 8+00 TO END FORT WORTH, TARRANT COUNTY, TEXAS 765 Hill PELOTON IIIII Nxxwm`eOilesvmT IONS w 16+00 17+00 760 18+00 ron, vm DRAWN CMM M DESIGNED PDW REWEwER BAR 2ozz PROJECT# RHz669 SHEET 087 m �XISYNG r— ' EXHIBIT B '•' /� , PAGE 11 OF 21 I UNDEVELOPI GAS/ r I CULVERT B_ \\\ p"� \`vv vv�� r ysJ Hz, `. �GR Eohry�R INSERT 1 G bal n/II,Iyi/,II C\ I pA WN DRIVE �I I FUTURE K, DEVELOPMENT K- C3 < (M.w VISTA TANE C.\\ — CENTER T 1.— ULTtlATEO-NSGEAREACALUNS CfTIO s"a A 1.43.2 Anmr., ryr.r.l ROJ Aern en LLI qa.{, •\ Ob 09 �p 16 .m 1 a ., o or y eIN m =,. w El 61s n� �/---i--- n w 1 1 Rl re ,ea ona a ,sn sR Ta sU x.l^a ox s n, afl Iro a FI IFUTUIYE SINGLE (AMILY I ' >I I , J I /UNDEVELOPED I I I� / `-� - / - 7AC - — 1.32A Q NOTE TMTae HOURS H.FTO EXcavanrvc lry THS ARE4G TE os c1 +.eoo-v 17 ATMELECTRN: DELIVERY 1A00.111A112 Cfry OF FORT WORTH B1T.39Y— CONTRACTC)R TO HELD VERTM,ALLY ANO HO—TALULY PRORY ALL RTTO CONS RUCTION. ~ O LEGEND —5xa-- MAJORCONTOUR ------ — MNORCONTGUR M M MAJOR DRAINAGE DMDE nI^I MNOR DRPINAGE— E DRPINAGE FLOW DNECTON NCURB INLET F4 INLETNUMBER �i oo o�>— 10E 0YEAR FLODDPUVN urvE Q DPPINAGE ARE4 NAME DRAINAGE AREA(AC ) BENCHMARKS 19 I DwVe ocReexwAreR EIEVA III T P. _ [U:vnnoN 3T� cso BELTMILL PHASE 1 ULTIMATE DRAINAGE AREA MAP FORT WORTH, TARRANT COUNTY, TEXAS lilll PELOTON II LAND f0 LYT10 N8 D"N CMMOn w0.,woxmanoxr-m+I' PE— SHEET DESISEGNED PDW 046 RENEWER BAR 3DY1 RH21106 m ---- uBTA,.24.]2DNE•DDTA_"•. __--- sD+oo,aD rvE •sac• I N �AER Taary H°1AAN.11% _ N CT OR To Re iN7TA2 D By urvscAPETRAE OF:�t T_�_] i INSTALL N0.Y OF /-- ' STOIEa10 STAMRTS2 y� INPARALLEL HFADWL STD. J/ICJ END 4. 10'%4'BOX CULVERTS /� $TA 1.24._72 YNE•CULVERT A•= ; A V Sra o.ao,oa llNE•30.F" r \ INSTALL DIAN4. FIBER J — —_--_— .IIIII] :ara GREGORY DESIGN METHOD QI plyFL d6'w RRFApoP Q xn TVY rei .derIM1 RA tml ERres 4o.ro Area a,dPaD,m.,an 11@ O Fb a. wkl `, 6.4 V Vdaoity 1. m�� IX da (Nast) PEDESTRIAN HArvoRaL To BE NSTPLLED BY IANSCAPE \ Dw= e.tt fe mm qma 4.]J Gwtlawn ald��, �- 1B • Natkress CONTRACTOR 9Taiga.aA N amw ,AdA a ftF Fl res ]a // V✓MM1 dxe 1l 12 n W•xb NST L1 / wlq�deansaeam elaoo 20 n W=DD-L.OR W=DD+0.4I. I s rvE wv.RAP \ ARCS IA D F JE_ ALCUTA CULT —A QL aREa No A— TP 1 a, w a6 nao N �\ / RNsw Rmosaar,«nvw %15 9.41 05200 488 838.00 790 fl,amiry camaPenDic Moo VELOCITIES 44. n68� OTE THE PRI%CTN.N OLOVNNG B HOURS EC—IGTNB ¢ ARE4 k EXHIBIT B 7 ATV EL AS 'AB, 9161 m PAGE 12 OF 21 CITY CTRICOED VERY B �92 N O CT'OFFORT WORTH K 2a"o�oPO�CNCE°a�_LLYRIOsa CONSTRUCTION. LF aEOESTx1AN HANo p I TO BE INSTALLED BY IArvSOAPE �� g / CONTRACTORLI 0 tt9200 S95 _ I !/� IA srn iEn.7s INSTALL TXCOTSTD. GREGgi1'OEsicx BEGIN dELo xaeox cuL�vE1 RTS `\ mEn/o0 CULVERT _ 1, GE ( R�yfRy RE OR @@Go%F� W PROPERTES 40 ry m6mdew �m _ E / a I m 1256 a re. n' m O FwxiedPea6os(ob) 11.>1 V VdacilYw Pipew Om (Ma) // \ 1 1 1 11 I I Dw= Greeaioe Tech= 10,12 11 IFmm Fqu, 'IticklNu ---�" 1 / TainMx wMNm= n1A% U .ure4.TJ \�\ warn duaelream 17 12 n 4KF ��� W1m6 of eDanslnmm slam 108 n W=DD'L.R W=D.-O 4L. DOUR] AREA NO ACRES D 1f CIB C�6 HOD moo Reix ID FbDeaw9Y Know 8ltloeilY camW�elbna TOTAL Flow t5 3.0 3a8 4.E8 650 ].AS 1258 125E 785 785 ` I- 780 i a 4 r I 780 775 775 770 I_ AawA`ER=nJm �Y I 770 765 I _l 765 , J I �� I 760 J � "'� • 1' I 760 I 755 . I 755 0+]0 1+]0 2+00 2+50 m , 0k4 REINFORCED Sox CULVERT ,ow ,o'x4' REINFORCED 10.�. REINFORCED BOX CULVERT REINFORCE Box CULVERT BOXCULVERT FL-]66,47 -L=765.97 DOWN STREAM FACE CULVERT A N.T.S RENFR•CED BOXCULVERT REINS RCED FL480.80 REINFORCED INFORERDT BOXCULVERT BOXCULVERT I DOWN STREAM FACE CULVERT B N.T.S sTA OW0,00 _STALL TER oETVIA na I-w•O S CULVERT B 780 I 775 1 ' n66 PAD I _ � 770 I IZ I � 765 I •. _I SRTALLt34 SY OF GE STONERIP•RAP7;�N\ rnoEs7aSDPER L DETNLF ALL BEGIN B.tr a Box CULVERTS 780 I I I 775 780 760 755 s.o lelawna a - _ E I 755 FFL=759.10 L=759.60 I L bm I 750 I LL. I 710 LL 0+00 1+00 1+50 PROFILE SCALES 1"= 40- HORIZ. 4' VERT. BELTMILL PHASE 1 CULVERT PLAN AND PROFILE FORT WORTH, TARRANT COUNTY, TEXAS li!11 ICE LOTON II LAND 30 LYTLONf DR— EIGPCMMOW I�E..oITE le„I �mEDT BHEET REWNEWERB R 2D21 RH.. a5a TABLE OF DIMENSIONS AND REINFORCING STEEL I TABLE OF WINGWALL (Wings for one structure end) REINFORCING Dimensions Variable Reinforcing Estimated O (2-wings) WING DIMENSION FORMULAS: I EXHIBIT B Quantities I Bar Size No. Spa (All values are in feet.) PAGE 13 OF 21 per ft of Bars 11 Bars 12 �2gw eng )h DL #5 - ]'-0" H. = H +T + C - 0250' Maximum g DS #5 - F-0" A = (Hw - rgent )06 + Wingwall W X Y Z y y E #4 - P-0" B = (A) (tangent (B + 150)] Height Spa "' Spa Reinf Cone Lw = (A) Hw u, u, (Lb/Ft) (CY/Ft) F #4 - 1'-0" G #6 4 - For cast -in -place culverts. 7" #4 Y-O" #4 P-O" 3373 0 248 I Ltw = [(N) (5) + (N + 1) (U)] - cosine B 3'-0" 2-5" Y-O" 9" T' #4 Y-O" #4 1'-0" 3707 0267 M #4 4 P #4 - P-O" For precast culverts' 3'-6" 2-5" 1'-0" 9" 7" #4 P-O" #4 P-O" 37.74 0.273 i - Ltw = HN) (2U + 5) + (N - 1) (05)] + cosine 6 4'-0" 2-5" 1'-0" 9" 7" #4 Y-O" #4 P-O" 38.41 0285 RS #5 3 4'-6" 3-2' 1'-6" 1'-0" 7" #4 1'-0" #4 ]'-0" 41.75 0330 RL #5 3 - Total wingwall area (two wings - SF) = 0.5 (Hw + 0.333) (Lw + A) 5'-O" 3'-2" P-6" P-0" T #4 P-O" #4 P-O" 45.09 0343 V #4 - 1'-0" 5'-6" 3'-2' V-6" P-O" 7" #4 P-O" #4 1'-0" 45.75 0355 TABLE OF ESTIMATED Hw = Height of wmgwall SL.1 = Side slope ratio (horizontal:) vertical) 6'-0" 3'-2' Y-6" P-0" 7" #4 Y-O" #4 P-O" 4642 0.367 QUANTITIES CULVERT RT TITLES TOEWALL A Length of short wingwalls ]'-0" 3'-8" 1'-9" I'-3" 7" #4 1'-0" #4 ]'-0" 5277 0.414 Lw = Length of long wmgwall Cul gth 8'-0" 4'-2' Z'-O" P-6" 8" #5 P-O" #4 P-O" 60.19 0.486 BeS1ze No. Spa Ntw = Numvber of ert e wall ulvertnspans 9'-0" 4'-8" 1-3" P-9" B" #4 6" #4 6" 81.49 053.5 L #4 - P-6" a = Culvert skew 10'-0" 5'-2' 2-6" 2-0" 8" #5 6" #4 6" 97.25 0.584 i Q #4 ] See applicable box culvert standard sheet for H, 5, T, and U values. 11'-0" 5'-8" 2-9" 2-3" 8" #6 6" #5 6" 133.65 0.634 Reinf (Lb/Ft) 245 6-2' 3'-0" 2-6" 9" #7 6" #5 6" 162.29 0.721 Conc (CY/Ft) 0037 13-0" 6-8" 3'-3" 2-9" 11" #7 6" #5 6" 17880 0.856 14'-0" T-2" 3-6" 3-0" F-0" #8 6" #5 6" 21678 0959 T-8" 4'-0" 3-0" F-I" #9 6" #6 5" 283.06 1.068 9-2' 4'-6" 3-0" F-3" #9 6" #6 5" 297.02 1.234 O]0 Finished grade = = (roadway slope) k U See Corner Details ti iv m {L . . T \'\ Cer perpendicular to roadwa -^ t--------------=-•c k--• ft I h- orpendi to lope P Pen YO = G C5\4eW ' A 3 I 9 n JI or V� ¢ �5 ath of l as on SL I a' al of slope along 5 v' ._- --- -------- ________ ___ _ ---- ---- _ F 11-le this line. �—F El PJ MJ X Y B z INSIDE ELEVATION yWLB., + W (Showing reinforcing. Culvert and culvert "—'� PLAN X I B"I y toewall reinforcing at shown for clarity) (Showing dimensions and 30° skew.) G V F (TYp) iV 3 2 D JI— ' P —� N E NConstruction joint M 1 Wingwall toewall SECTION A -A WINGWALL CORNER DETAILS (Culvert and culvert toewall reinforcing not shown for clarity.) AND TOEWALL /�Culve(e bottom (,\ sla: reinforcing RL Q L— Culvert toewall b" SECTION B-B(D a• Skew / \ / BARS DS (Short wing) 0. BARS DL (Long wing) i 2 0 j NL BARS RS (Short wing) 75° skew BARS RL (Long wing) cN � + o 3 aN r = v+` BARS 11 BARS V N BARS L BARS J2 1O Extend Bars P 3-0" minimum into bottom slab of box culvert 2OAdjust as necessary la maintain 1 I#2" clear cover and 4" minimum between bars. 3O Quantities shown are based on a average wing height for two wings (one structure end). To determine total quantities for two wings, multiply the tabulated values by 0.5 x (A + Lw) 4O Recommended values of side slope are 2.1, 37, 41, and 6.1 SO When shown elsewhere on the plans, construct 5" deep concrete riprop Payment for ,prap is a required by Item 432, "Riprap" Unless otherwise shown on the plans or directed by the Engineer, provide a 6" wide by P-6" deep reinforced concrete toewall along all edges of the riprap adjacent to natural ground, reinforce the toewall by extending typical ri prap reinforcing into the toewall, and extend construction joints or grooved joints ented is the direction of flow across the full distance of the riprap at intervals of approximately 20' When such riprap is provided, the culvert toewall shown in SECTION B-B will not be required ©At Contractor's option, culvert toewall may be ended flush with wingwal/ toewall Adjust reinforcing as needed OApplicable values of skew are 15°, 30°, and 45°. ®Typical wingwal) angle for all skews (DO; Min to T-O" Max Estimated curb heights are shown esewhere in the plans For structures with pedestrian it or curbs taller than 1'-0, refer to the Extended Curb Details (ECD) sta heard sheet For structures with T631 or T631LS bridge rail, refer to the Mounting Details for T631 6 T631LS Rails (T631-CM) standard sheet Refer to the Be, Culvert Rail Mounting Details (RAC) standard sheet for structures with bridge rail other than T631 or T631LS. 1@ For vehicle safety, the following requirements must be met For structures without bridge rail, construct curbs no more than 3" above finished grade. For structures with bridge rail, construct curbs flush with finished grade Reduce curb heights, f necessary, to meet the above requirements No changes will be made in quantities and no additional compensation will be allowed for this work MATERIAL NOTES: Provide Class C concrete (Pc=3,600 psi). Provide Grade 60 reinforcing steel Provide galvanized reinforcing steel if required elsewhere in the plans In r�prap concrete, synthetic fibers listed on the "Fibers for Concrete" Material Producer List (MPL) may be used in lieu of steel reinforcing in riprap concrete unless noted otherwise GENERAL NOTES: Designed according to AASHTO LRFD Bridge Design Specifications. Whenstructure Is (ountla' on solid rock, depth of toewal/s for culverts and magwalls may be reduced or eliminated as directed by the Engineer. See Box Culvert Supplement (BCS) standard sheet for adds[tonal dimensions and information The quantities for concrete and reinforcing steel resulting from the formulas given on this sheet are for Contractor's information only Cover dimensions are clear dimensions, unless noted otherwise Ref forcing dimensions are out -to -out of bars. " age Division Division ,Texas Department of Transportation Standard CONCRETE WINGWALLS WITH FLARED WINGS FOR SKEWED BOX CULVERTS FW-S c0-F11-p0 b9noxs ry GAF m scr Ic. CAT �orr TrD1c1 TxDm m �SOFebruary 1010 / x�xxw+r i iwxn I ben xo TABLE OF DIMENSIONS AND REINFORCING STEEL (Wings for one structure end) Dimension, Variable Reinforcing Maximum Bars JI Bars 12 Wmgwall Height W X I,Z w w Hw N Spa ry Spa 2'-6" 2'-10' ]0" F-0" 7" #4 Y-0" #4 P-0" 2'-9" Z-10" 10" 1'-0" 7" 14 1'-0" #4 P-0" 3-0" 2'-10' 10" 1'-0" 7" #4 P-O" #4 P-O" 3-3" 2'-]0" 101• 1'-6• 7" #4 Y-T #4 P-0" 3-6" 2'-10' 10" 1'-0" 7" #4 Y-0" #4 1'-0" 4'-0" 3-2" F-2" P-0" 7" #4 P-0" #4 1'-0" 4'-6" 3-2" F-Z' P-0" 7" #4 Y-T #4 P-0" 5'-6• 3-9" F-7" P-Z• 7" #4 Y-0" #4 P-0" 5'-6" 1-9" 1'-7" 1'-, 7" #4 P-O" #4 1'-0" 6'-0" 4'-4" Z-0" P-4" 7" #5 P-O" #5 P-0" 6-6• 4•-4" 7-0" P-4" 7" #5 Y-0" #5 P-0" T-0" 5-0" 7-3" F-9" 8.. #5 1'-0" #5 1'-0" T-6" 5'-0" Z-3" P-9" 8" #5 1'-0" #5 1'-0" 8'-0" 5-6" Z-8" F-10" 8" #5 6" #5 6" 8'-6" 6-6" 7-8" F-10" 8" #5 6" #5 6" 9'-6" 6-0" 2-10" 2'-2" 9" #5 6" #5 6" 10'-6" 6-5" 3-0" Z-5" 9" #6 6" #5 6" 11'-6" 7-2" 3-6" 2'-6• 11" #6 6" #6 6" 12'-6" T-B" 3-9" 7-1V P-O" #7 6" #6 6" 13-6" 6-2" 4'-0" 3-7 P-2" #8 6" #6 6" 14'-6" B-10" 4'-5" 3-5" V-4" #9 6" #6 6" IS'-6" 9'-6" 4'-10" 3-6• Y-6" #9 6" #7 6" 16-0" 9-11" 5'-O" 3-11" Y-7" #9 6" #7 6" Lw Estimated Estimated Quantities Quantities per ft of per ft of (2-w n )O gs Toewad (1-toewall) Reid Cone Redid Coup Lb/Ft) (CY/F[) (Lb/Ft) (CY/F[) 4864 0 406 6.85 0 071 49.31 0.424 6.85 0 071 49.98 0.444 6.85 0 071 5332 0 462 6.85 0 071 53.98 0 480 6.85 0 071 55.77 0.532 6.85 0.071 5977 0 568 6.85 0 071 63.45 0 632 696 0 075 6746 0 668 696 0 075 80.67 0.730 7.07 0.078 8505 0 768 707 0 078 92.15 0.864 807 0 093 96.54 0.902 8.07 0.093 13904 0 962 8.13 0 095 14447 1 000 8.13 0 095 15693 1 136 841 0 710 196.27 1.234 8.57 0.117 230. 13 1 438 952 0 140 283.41 1 592 974 0.157 34872 1.804 10.02 0186 43294 2046. 1030 0 218 48952 2 302 1124 0 253 50572 2 448 11 47 0 279 SL I ) Extend Bars G (TypTYPI I I B F J " VI�\ I D N 3 C 2 jeep oust n joint 3" wholes ti r 2 —12 © - Li_ JJ E] M] M2 J l `13 P PARTIAL ELEVATION - PW-1 12" 2" TYP) J] � T = N o� N D C F \C\X Y Const ,n 1- i 12 EI P MI SECTION A -A (Showing o� wing reinforcement) TABLE OF WINGWALL REINFORCING (2-wings) Bar Size No. Spa DI #6 - 1' 6• D2 #6 - El #4 - F #4 - 0" G #6 - 6' M1 #4 4 - P #4 - 0" v #4 - r-o" TABLE OF TOEWALL REINFORCING Bar Size No. S.pd J3 #4 - I'-0" M2 #4 2 - E2 #4 - 1'-6• WING DIMENSION FORMULAS: a (All values are in feet) =90°-skew w =H+T+C Lw = (Hw) (SL) - cosine (B) for Type PW-7 L _ (Hw - 1') (SL)) cosine for Type PW-2 and 4' _ (Hw - 0.5') (SL=cosine ( Hw for Type PW-2 and Hw <4' For cast -in -place culverts. Ltw = I(N) (5) + (N + 1) (U)] _ cosine (0) BARS D] For precast culverts. EXHIBIT B c Ltw=rranzu+s)+(N-1)(0sll osme(0) Total Wing wall Area (two wings - SF) PAGE 14 OF 21 = r2XHwXLw) for Type PW-I = (2XHw)(Lw) - 6 SF for Type PW-z and Hw? 4' _ (2XHw)(Lw) - 1 5 SF for Type PW-2 and Hw < 4' = 90° -skew 3-1" BARS D2 Y� o ry �I N 3 2 BARS J2 BARS J3 BARS V cField bend as needed Lw PARTIAL ELEVATION - PW-2 Hw = Height of wmgwall Lw =Length of wmgwall L[w = Culvert toewall length N = Number of culvert spans SL1 = Channel slope ratio. (horizontal. 1 vertical, usual value is 2.1) 0 = Culvert skew See applicable box culvert standard sheet for 5, H, T, and U values. D2 ]PI DI —Barrel e f�=' J]—C��ver[ �r . V DI � Dz O] ,rJJI ll L�l\\�,� O Wln9wa11J Win9wallJ SECTION C-C - PW-1 7 7 D2 O] culvert O wa /5 V reinrel f DI _ 2 2 F V F Wingwall Wi ngwall SECTION C-C - PW-2 OCulvert Finished grade skew. (roadway slope) 10 x 9 90 - -- ----- ----- - ~� U / 7 j Limits of culvert ~ Limits of culvert ' Lw / barrel quantities ♦ i a Lw barrel quantities I / / / rvY � 1 3 31 y(/ [w7 Lw T ti i7 I Ltw Lw I /// Culvert skew + 12" Ez roe of slope PLAN Length of wings based on PLAN N SLA slope along this line. _ Toe of slope — M2 DETAILS FOR DETAILS FOR SECTION B-B NON -SKEWED BOX CULVERTS SKEWED BOX CULVERTS (Showing wing reinforcement) (Showing 30° skew.) O1 Skew = 0° OAt discharge end, chamfer may be %L' minimum O3 For IS° skew - /" For 30" skew - z" For 45° skew - 3" Oq Quantities shown are for two Type PW-1 wings. Adjust concrete volume for Type PTV-2 wings To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bars D O5 Provide weepholes for Hw = S-0" and greater Fill around weepholes with coarse gravel. ©Extend Bars E2 P-6" minimum into the wingwall footing O7 Lap Bars MI T-6• minimum with Bars M2 ®Place Bars G as shown equally spaced at 8" maximum Provide at least 4 Y P two pairs of Bars G per wing Og 0" Min to 6-0" Max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rail or curbs taller than F-0, refer to the Extended Curb Details (ECD) standard sheet For structures with T637 or T631LS bridge rail, refer to the Mounting Details for T631 6 T631LS Rails (T631-CM) standard sheet. Refer to the Box Culvert Rail Mounting Details (RAC) standard sheet for structures with bridge rail other than T631 or T631LS 70 For vehicle safety, the following requirements must be met' For structures without bridge rail construct curbs no more than above finished grade For structures uctures with bridge rail, construct curbs flush with Clurb he grade Reduce b heights, f necessary, to meet the above al compensation will changes will br in,, in quantities and no additional compensation will be allowed for [his work. @ I' -0" typical Z-3" when the Box Culvert Rail Mounting Details (RAC) standard sheet is referred to elsewhere in the plans I2 3-0" for Hw < 4' 1©6"for Hw<4' DESIGNER NOTES: Type PW-1 can be used for all applications and must be used if raUing is to be mounted to the wingwall. Type PW-2 can only be used for apphcatinns without a railing mounted to the wingwall. MATERIAL NOTES: Pravide Class C concrete (Pc=3,600 psi) Pravide Grade 60 reinforcing steel Pravide galvanized reinforcing steel if required elsewhere in the plans GENERAL NOTES: Designed in accordance with AASHTO LRFD Bridge Design Specifications. Depth of ew toalls for wingwalls and culverts may be reduced or eliminated when founded on solid rock, when directed by the Engineer. See Be, Culvert Supplement (BCS) standard sheet for wingwall type and about dimensions and information. Quantities for concrete and reinforcing steel resulting from the formulas given on this sheet are for the Contractors Information omy. Cover dimensions are clear dimensions, unless noted otherwise Reinforcing dimensions are out -to -out of bars. ° SNdge Dtaon ,Texas Department o/ 7Yanaportation Standard CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 PW (p-1W-3p 4g slxxs x Gat ELr lcx CAT �ow rxom 1c1 rxom m=poi rxeiva�y zozo / i iwxn I nen xo ISOX DATA �..- �7 Z� JR IT! m i ED MEE P3 11111111m mmm MEN IIIDIIm m M 03 I I 4,41 J, —11- A -A I SECTICIAI cA FILL HEIGHT 2 FT ANO GREATER FIE-1 IESS AN 2 11 EXHIBIT B PAGE 15 OF 21 SINGLE BOX CULVERTS PRECAST 10--0" SPAN SCP-lo H 7, FILL HEIGHT LESS IIUN 2 FT SINGLE BOX CULVERTS PRECAST 12--0- SPAN SCP-12 m ROUND OR SOL— TUBING TBAR NATURAL GROUND lo ;77 Z-11 2-'.-112-' RM- SEE NOTE S S.S. NOTE 1. ANCHOR INSTALLATION INCLUDING HOLE ME. DRILLING AND CLEAN OUT MUST REIN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2 HAN DRAIL NDFL TO RECIEVE A —DIE GALVANIZED COATING FOLLOWE By ACOATING SYSTEM ASFOLLOWS DT—PRIMERSH—CRYL HPA AND SHEF-LEAR. COATINGS SHALL BE MANUFACTURED BY SHERMN LLIAMS OR APPROVED EQUAL AND SHALL BEAPPUED IN POWDER COAT. COLOR SHALL SEBLACK. 3. MOUNTING 1� GROUND MOUNT 2 CONCRETE WALL OR STRUCTURE SEE "MST MOUNTING DETAILS' PEDESTRIAN GUARD RAIL NTS FILL H—T 2 FT AND GIVATER SECTION 6.A w ON ABUT WING OR OF RETAINING WALL ON CUILVERTS OR 51-ABS OYER W TACK POST MOUNTING DETAILS SINGLE BOX CULVERTS PRECAST SPAN SCP-4 STORM DRAIN DETAILS FORT WORTH. TARRANT COUNTY. TEXAS H111 PELOTON "'N .. I—EITI � IFEEI El— P— 'SEPTAET.E.ER RH..S 117 REAMER BAR — DATA m n �r 15 �'I J FILL HEIGHT 2 FT AND GREATER rse nexw�I SECTION A A m / Leal FILL HEIGHT LESS THAN 2 FT 1�%n.vw.mr puaz",v �wn7 oil EXHIBIT B PAGE 16 OF 21 SINGLE BOX CULVERTS PRECAST x D' srary SCP-3 FORT WORTH CITY OF FORT WORTH, TEXAS I REVISED: 08-31-2012 4'STACKED MANHOLE FOR REINFORCED CONCRETE BOX 33 49 10-13412 a ROCK RIP RAP — (PERPLAN85PEC5)'36U�(�U��U��(�U���U��(�U���U Ya � BEDOING o eL a/zT\o��/o$/�15V�J[o/��o]L V o o� V 0 o:L Vo oi'tt1.J[yQ��o]L V o o� V o o~ Vo/o��'J�15V�[aaJ~ V o of V D o o°EE ����EE����EE�o�E°nIOEI°�IEOII°�IEOIIE�EOIIE IOIE FILTER �IIE311E311E311�11�11�11�II�II�II�II °�II�IIiirir�iirl FABRIC COMPACTED SUBGRADE ROCK RIP -RAP TYPICAL SECTION (COMPACTED SUBGRADE SHALL BE COMPACTED TO A N1N, OF %%STANDARD NOT TO SCALE PROCTOR DENSITY AT OPTIMUM OPTIMUMTO-3 PERCENTAGE POINTS OF OPTIMUM MOISTURE) A (( B _ PIPEREINFORCINGMAY Ifi \\� EXTEND PAST BREAK LINE 3' R gry0 BE FIELD BENT INTO -� (APPROX.) RIPRAP R VARIES T MIN, I- PERs11PE -I BREAKIJNE SLpPf VARI PLAN CONC. PIPE fH 12• r 12"MIN (VARIES) \ REINFORCING SHALL BE of -� No.3 BARS @ia•aC Ew SECTION B-B -y + TAR ✓I/pp `HEADWALL TO CONFORM TO SLOPE TOEWALL VAVAVa SECTION A -A REINFORCED CONCRETE SLOPING HEADWALL DETAIL NOT TO SCALE BELTMILL PHASE 1 STORM DRAIN DETAILS FORT WORTH, TARRANT COUNTY, TEXAS 11!11 P E LOTO N II LAND SOLUTIONS DRAWN CMM mmwwmxaxrxc Pm P3ROlECT% SHEET DescNED PDw 118 RENEWER BAR SE 2- RH21100 m xu+na% i A EFON, F-- NEW _ _ __ i I _ l ems. e.n•a=. ICI �i 1D c-ro•w v.., ac III �e.am IT CITY OF FORWORTH, TEXAS REVISED: 05-2211)11 CESSED STORM DRAIN INLET (SHEET 1 OF 2) 33 49 20-13406 �\ 4 ' mrrz• o�xmcx emv a s, x v. b x� SEA •m, < �fTON By • n v.c SEDTDW D * BARS A (M4) BARS B (B4) .y c - euem p's BARS M (#'4 F(y4) BARS C tr')1 (gb) / BARS BARS E•(#4) BARS G (/4) BARS N (y4) FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: OS BARS D (M4) � RECESSED STORM DRAIN INLET i (SHEET 2 OF 2) 33 49 20- EXHIBIT B PAGE 17 OF 21 �ma::���aeow mn�'ren3��mR.. nn siw s. ye-rv.N�Di smv a. µnHH,•e,mm,�,, ,� x W. msl�n.mMl,,.sH a+ I"„zazozwmR�n, aH n Figure 7.9. USBR Type IX Baffled Apron (PekNka, 1978) k �p��M"�1 Y1r •,n�m, ORTWORT ary or FORT WORTH, T— REi ms REINFORCED CONCRETE RIPRAP 31 37 00-D419 REVIEWED By Antlrew Gootlmanof-7) Sep 20, 2022J BELTMILL PHASE 1 STORM DRAIN DETAILS FORT WORTH, TARRANT COUNTY, TEXAS 11!11 P E LOTO N II LAND SOLUTIONS w ORnWN CMM DATE• PR —SHEET F DESIGNED POW MARCH DRH2W0.5 119 m EXHIBIT B 0 PAGE 18 OF 21 REQUIREMENTS FOR uan I—P I SAFETY PIPE RUNNER CULVERT PIPES AND SAFETY PIPE RUNNERS Im«nC.) DIMENSIONS A__ ;1:11 IwZ ID P. _4 A, 1-1 tk UPI I- M. mcw« 11 PLAN Q ID•I- ------- ------ _1 ----------- "n— - it LONGITUDINAL ELEVATION I. -P 'AP .71 0 P, enNM I-d 1. —.1 ------ - ------ END DETAIL FOR INSTALLATION 1 C 0m Al OF SAFETY PIPE RUNNERS OPTIONAL JOINT FOR RCP OPTION A DETAIL A, 0-1-N 5 .,.P��l;,_""el.,"---,",--.I M-1 v�aes. one Mx I— A, T1 co, jC m PRECAST SAFETY END TREATMENT B_R TYPE 11 CROSS DRAINAGE MULTIPLE PIPE INUIM 0ITM wrrN 110. WIR INSTALLATION DETAIL FOR Sol— _N INJERT 1 SAFETY PIPE RUNNERS PSET-SC SECTIONLA-A I REVIEWED By A--- t2;17p., S,,p20, BELTMILL PHASE 1 STORM DRAIN DETAILS FORT WORTH, TARRANT COUNTY, TEXAS 11!11 PELOTON f1i I W1 LAND SOLUTIONS DRAWN M" ... � PECT# � ;HEET B 1- EB ' 19.1 s A DR112 R-E—R BAR 2o, EXHIBIT B PAGE 19 OF 21 MATCHLINE SHEET 121 NOTE EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. TOTAL AREA OF DISTURBANCE = 105,70 ACRES m NOTE THE CONTRACTOR SHALL CONTACT THE LEAST 48 HOURS PRIORTO E—WATNG IN FOLLOVIING 6 THIS AREA TEXA3811 TXU GAS ELECTRIC DENVERY GTY OF FORT WORTH CONTINCT-TOFIELDIEVERTICALLY AND HORIZONTALRIL P='TOCONSU 1.800.3448317AXIS m 1.800.T01A1e2 81IASD1234 UCIION. ~ O LEGEND 100 YRFLGODP-NH—T PRDPOBEDCGNroUR —SF— PROP11111 FENCE �LOC� PRDPOssD NMITS IF Co."ON DRAT AGE FLOW DIRECTION PROPOSED CURLEX (4- OR 8') — - - — — - — &SILT FENCE(TOBEAPPLIE AFTER PAIING AT OW) PROPOSED CHECKI- ® INLET PROTECTION COONSTTRUCIONEENTRANCE NOTES 1. SILT FENCES SHALL BE INSTALLED AS SHOWN IN THE Cl- OF FORT WORTH STANDARD DETAILS. 2, CONTRACTOR— INSTALL ADDITIONAL EROSION CONTROL EROSION PROTECTION IS NEEDED AS PER OWNERS, NGINEERS OR THE GTY INSPECTOR, 3, THE E%ISTNG VEGETATION ALONG EXISTING PARKWAYS AND MEDIANS SHALL BE REPLACED TO ITS ORIGINAL CONDITION _BETTER. 4. ALL DRAINAGE SWALES SHALL BE GRASSED AS PER CRY STA NNDrS PRIOR TO THE CITY ACCEPTANCE OF THE PFCIE S. NOSA EDOR PROPOSED TREES IN THE SWFMA BOUNDARY BENCHMARKS I=ON,ll,l IF BELTMILL PHASE 1 EROSION CONTROL PLAN FORT WORTH, TARRANT COUNTY, TEXAS 1101 PELOTON II LAND SOLUTIONS w '0° w�rwaam i«oxE re�n�:sso 81B" N GMM DATE PROJECTI SHEET DESIGNED PDW SEPZ0E2I ER -H—I 120 m NOTE OWING EXHIBITB MA�LINE SHEET TEA_en11 ae xouR vwoRTO EXcavanrvc IN THts4ARZ 3]] N \ , // r / / l 1 J I / / / / ATMOS GAS '9]2d8,d161 PAGE20 OF 21 6 (' �" "� nI I,-y�i' / / ! TXUELEGTRIDDED,INY CRY OF FORT WORTH 6 \ / / 12 I / ,/ /1 I / 120 CONTRACTOR ~ GL V / /' �' / I TO FIELD VERIFY ALL EKISIING UIRIRES FUTURE PHASE / /� '3 s ' I I — __ _ '\ I /� /II'i -- veancALLr AND HowzoNTULr PRIOR To corvsmucTION. ILrI�I / , 12 14 \ LEGEND lrDPIaN UMR EXISTING COMOUR P OPOGE.C.NTCLR SF- PROPOSED SLT FENCE - LOC PROPOSED TOMBS OF CONSTRUCTION DDRAI RECTIONAFLOW /i / ' V// / PROPOSED CURLEX ROCURLEX N'OR S) / /// (ro BEaPPusO AFTER PANNGATROW) PROPOSED CHECK OaM INLET PROTECTION PROPOSEC IENTED � / 1 CONSTRUCTON ON ENTRANCE '_Q�'tl^J NOTES :. iN TFces sHaLLeEINSTaLLEO As sHowrvIN THEary of FORT WORTH STANDARD DCTAILB. 2.LaHEON CW`TREEROSIONLPROTEOTIOry INST 'T"E ED A3PER OWNER3L ND ENSORTHECRYINSPECTOR s THE Ewsnrvc VEGETATION ALONG EXITING PARRVI Arvo MENANSSHALLeEREPIACEDTORSORIGINAL coNOFIION Z OR DRAINAGE SWALES SHALL BE GRASSED ASPER CITY C� STANDARDS PRIOR TO THE CRY ACCEPTANCE OF THE PROTECT, 5 NO SAVED OR PROPOSED TREES IN THE SWFMA BOUNDARY ` I / BENCHMARKS IN- \ � BELTMILL PHASE 1 \ EROSION CONTROL PLAN \ I NOTE FORT WORTH, TARRANT COUNTY, TEXAS y � I BORROW ORCHES AT RISK OF CONTTRRACTOR,A SOR NTROL MEASURES MAY ONLY BE PLACED IN II g CONTRACTORS HALL REMAIN LIABLE FOR ANY DAMAGE IIr�I PELOTON CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE, AT THE IIII LAND iO LYTIONf w CONCLUSION OF ANY PROJECT ALL CHANNELS, DRAINAGEWAYS AND BORROW BITCHES IN THE WORK ZONE � SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE mo �wv wx"�xn mm PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. DRAWN OTECT SHEET d Sy CMM TOTAL AREA OF DISTURBANCE=105.70 ACRES DESIGNED Row sE Ssa REWEWERBAR '2621 RH2BB6 121 m NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING LEAST 48 HOURS PNIORTO EXCAVATING IN THIS AREA EXHIBITB �iERFPe� PA.„cA—SAM1 TEMAS B11 .BBB STY PAGE 21 OF 21 7KDELECTRICDELIVERY ,.6UB.T0,.B;e CITY OF FORT WORTH 811.11284 ,� v, vECOmICA"AurnNo HawzarvTu"�r vwoo cansTaucnorv. �o . ��• • ' .. F�Rc R�F T o— �sTPo °RW�DP° T,cA.°W M a S °ry`nA""' aAn TFArvsNresero°rerTexNeeTw>=eN, CROSS SECTION 1 1. Ss a EROSION ANDWITH SEDIMENT CONTROL SHALL BE PRDNDED IN ACCORDANCE W1FH CITY OF FORT WORTH EROSION PLAN VIEW „„ „ S E TE sM" RESPONSIGULATIONS. aAVF°suarACF 'x'noANT .1 INLET 2 -T NANCE OF EROSION LATIONRSHOUL RE ECINED AND f � ASSIG EANCEOFER09ON PERSOLSHRIORT DEFINED AND ASSIGNED TO APPROPRIATE L DISTURBIPRIOR TO CONMENCEMENT OF Y SRE DISTURBING BE GNSTRU T ,00xcawaacrFn F°uu ` - 3. EROSION CONTROL MEASURUNCTION BEFORE ANY ES OR LAD ND DISTURBANCE TA BB aTFa Frawc 4, MPORAfRY OR PERM A EMDSOL 3TAFlFl]ATgNRMUST BE AKES o° w —B—IN... APPDED TO DISTURBED AREA LEFT DORMlWTFOR I4 DAYS. 0o e00000e TaFrvca, arcxnuac°Naacr E. SBEING USEDARE DEEMED TO BE 0 0 0 0 0 INEFFECTNE BY CRY INSPECTORS. ADDITIONAL MEASURES OR RLTEES IN THE ORIGINAL PLAN MAT BE REQUIRED BYTHE CITY OF FORT WORTH, F!'!." rv° .. Re°HIrv�ica'oPRI" • a / c B ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE AIDS.F°Fa t _ G� FIT.µ0� F�-uwaFJ BE °nwry uD WHHN Fr, wHCHISEDHMNCEo AIR INOPERUN NALL6B HIRE. oREs ECITUNI REPLACED IMMEDIATELY, PROFILE AWAY FR°MrADIST LO4, sEY°n°°° eo's"'IZR`^°Xe �. ANIraRY Fap4llEs s"au BE PROVIDED ON THE SREL REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLER, — — PLAN VIEW ENNSH a DEBRIS SHALL BE STORED N COVEReD SINSOR STABILIZED CONSTRUCTION ENTRANCE SILT FENCE CURB INLET PROTECTION Po"sP°0 PROVIDE"°E9E>aTGBR°°LKINGOF E°A"° PROTECTON PRDNDEDTo PREVENT OULDBG MISOILS ONTO pry STREETS, 9, REMOVE SILT OR SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLETS. STORM AINS, AND ANY OTHER PUBLK DRAINAGE FAplfI1ES DAILY OR AS ACCUMULATION OCCURS. 10. BROSIONCONTROLSHOULDBEEVALUATEDTODETERMINE THE FFECTVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGES MADE IF 11. SOILTRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DALYIF FEASIBLE, OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN A mcnucF xc'Irv, mFw DEPOSRED. gSCHARGEDSEDIMENTSHALLBEREMOVEDAS SOON AS POSSIBLE, 12. USING WASH WATER TO WASH SEDIMENT FORM STREETS IS B NOSA EDEQ PROPOSED TREES IN THE SWFMA 8 BOUNDARY " DrvBL° A NOTE EN WAIF"°a0000 =r°nE re PF�Tnre�,°nFreaR°nFs B _ BENCHMARKS "SS ev: s�wF °a°vx�er °reeenwnrere e° ti FuvAmn-1vaa i 0 2%204 SECTION SECTION A"A x1 ° NT° o ° « T�M4N�H—SN.s°FNE N�,HRsrorvF SECTION A. SWALE OR CHANNEL � c .'1 �cwno'Oaa'cK`Y °°��TF o BELTMILL PHASE 1 Q 0 Q � ��b a� —N Q�aR EROSION CONTROL DETAILS t°o 65 0�00000gog000gogogogogo��` " " " " " " " FORT WORTH, TARRANT COUNTY, TEXAS PLAN VIEW "T°°"°°"°' SECTION B PE LOTO N DROP INLET PROTECTION ROCK CHECK DAM III LAND $OLYTIGNS NOT TO SCUE NOT TO SCALE mo ��, � rv�g� n BE DATE • �PROJECTM SHEET .E,Z.Ea cFB sEPTEMSER DRH20005 123 RE 021 EXHIBIT C PAGE 1 OF 1 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • 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 11 Rev. 03/01/2022 BN EXHIBIT D PAGE 1 OF 2 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system REPAIRS REPAIRS DATE NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev. 03/01/2022 BN EXHIBIT D PAGE 2OF2 Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 13 Rev. 03/01/2022 BN