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HomeMy WebLinkAboutContract 60201Date Received: 10/3/2023 Permit No.: SWFMA-23-0060 Time Received: 8:54 a.m. City Secretary No.: 60201 RETAINING WALL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 4th day of October 2023 by and between Fort Worth Housing Finance Corporation, a Texas housing finance corporation, hereinafter referred to as "Landowner", Tobias Place, LP, hereinafter referred to as "Developer", 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 J. Asbury Survey, Abstract No. 10, City of Fort Worth, Tarrant County, Texas according to the Deed recorded in Document No. D222248855, Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner has granted a 99-year ground lease of the Property to the Developer; WHEREAS, Developer is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Tobias Place, 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, Landowner, Developer and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas RETAINING WALL MAINTENANCE AGREEMENT Rev. 03/15/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 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 Developer, its successors and assigns, the location and dimensions of which is shown on the attached Exhibit "A" ("Facility Property"); WHEREAS, the Landowner and Developer acknowledge that this Agreement will run with the Property and if the Lease was ever to expire or terminate, the Landowner acknowledges the responsibilities within this Agreement currently designated to the Developer would then revert back to the Landowner during its period of ownership; WHEREAS, the parties agree that for the purpose of this Agreement, the liable party herein will be the Developer, for so long as the Developer is the Tenant of Landowner on the Property, or the Landowner and its successors or assigns if the lease of the Property to Developer terminates. 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 Developer, 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 Developer, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure safe and proper functioning of the Facility. The inspection shall cover RETAINING WALL MAINTENANCE AGREEMENT 2 Rev. 03/15/2022 BN the entire Facility, which needs maintenance or 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 Developer, and their respective 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 Developer, 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 stebs necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Developer, 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 Developer's_ 5. The Developer, 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 Developer, 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 Developer 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 the Property 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 RETAINING WALL MAINTENANCE AGREEMENT 3 Rev. 03/15/2022 BN charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE DEVELOPER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. DEVELOPER COVENANTS AND AGREES 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 DEVELOPER OR ANY FUTURE TENANTS OR OWNERS OF THE ABOVE FACILITY 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 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 Developer, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. Upon termination of the Lease for the Property between the Developer and Landowner, any responsibilities under this Agreement currently designated to the Developer will automatically become the Landowner's, or its successors or assigns, responsibilities. [SIGNATURES ON FOLLOWING PAGE] RETAINING WALL MAINTENANCE AGREEMENT 4 Rev. 03/15/2022 BN Executed this 4th day of October 2023 CITY OF FORT WORTH �rGcrJ� Dana Burghdoff (Sep 8,2023`2 :16 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Sep 28, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Sep 27, 2023 ATTEST: Jannette S. Goodall City Secretary Date: Oct 3, 2023 44 9RIl� �o oaan4n��o54p RETAINING WALL MAINTENANCE AGREEMENT Rev. 03/15/2022 BN LANDOWNER Fort Worth Housing Finance Corporation, a Texas public nonprofit housing finance corporaat/tion By: Victor T. Turner Its: Assistant General Manager Date: b`f' /.24,/ 7,0 Z 3 DEVELOPER Tobias Place, LP a Texas Limited Partnership By: Tobias Place GP, LLC a Texas limited liability company, its general partner By: Fort Worth Housing Financing Corporation, a Texas public nonprofit housing finance corporation, its mang By: Victor T. Turner, Assistant General Manager Date: 0?0y3 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. —90,rr Rebecca Diane Owen (Sep 27, 202316:46 CDT) Rebecca Owen, Development Manager Date: Sep 27, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX rj STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on Sfp1ElY1b2Y b ( by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. ,�., BROOKE BONNELL �..�rS:.. � 4 _Notary Public, State of Texas ?'A*. ',; Comm. Expires 10-11-2026 Notary ID 134009526 STATE OF COUNTY OF TEXAS TARRANT Notary Public, State of Texas E 2 BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas , on this day personally appeared Victor T. Turner (name), Assistant General Manager (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 Fort Worth Housing Finance Corporation (entity), a Texas public nonprofit housing finance corporation (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 26th day of September , 20 23 Digitally signed by Brooke Brooke Bonnell Date: 2023.09.2612:54:42 o�PRYP�e�� BROOKE BONNELL 05'00' _ Notary Public , * * STATE OF TEXAS y'FoF� Notary I.D. 134009525 ' Notary Public, State of My Comm. Exp. Oct. 11, 2026 ' RETAINING WALL MAINTENANCE AGREEMENT 6 Rev. 03/15/2022 BN STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas , on this day personally appeared Victor T. Turner (name), Assistant General Manager (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 Tobias Place, LP (entity), a a Texas limited partnership (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 26th day of September , 2023 . Digitally signed by Brooke Brooke Bonnell Bonnell Date: 2023.09.26 13:00:35-05'00' a�PRYp(r��i BROOKE BON'NELLL . _ Notary Public * * STATE OF TEXAS Notary Public, State of q �•�- Notary I.D. 134009525 �OF My Comm. Exp. Oct. 11, 2026 RETAINING WALL MAINTENANCE AGREEMENT 7 Rev. 03/15/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT Rev. 03/15/2022 BN EXHIBIT "A" BEING a tract of land situated in the J. Asbury Survey, Abstract No. 10, E. and the Parris Survey, Abstract No. 1222, City of Fort Worth, Tarrant County, Texas, being part of Lot 1, Block 6—R, South Fort Worth Addition, according to the plat recorded in Volume 388-144, Page 30 of the Deed Records, Tarrant County, Texas (DRTCT), part of Lot 13—R, Block 8, South Fort Worth Addition, according to the plat recorded in Volume 388-184, Page 17 DRTCT, part of Butler Street, a 60 foot public right—of—way, and part of Jennings Avenue, a 60 foot public right—of—way, with the subject tract being more particularly described as follows: BEGINNING at a point being the northwest corner of Lot 13—R, also being on the east line of a 20 foot alley, and the southwest corner of Lot 11 R, Block 5, South Fort Worth Addition, according to the plat recorded in Volume 388-184, Page 17 of the Plat Records, Tarrant County, Texas (PRTCT); THENCE N 89°34'22" E, 61.78 feet along the north line to a point from which a 1/2-- iron rod with plastic cap found for a northeast corner of Lot 13—R, also being the southeast corner of Lot 1 1 —R, bears N 89°34'22" E, 108.22 feet; THENCE S 00°25'38" E, 243.23 feet; THENCE N 89°34'22" E, 101.51 feet; THENCE S 45°25'38" E, 30.98 feet; THENCE S 00°25'38" E, 178.86 feet; THENCE N 89°34'22" E, 26.81 feet; THENCE S 00°25'38" E, 104.81 feet; THENCE S 88°06'46" E, 186.63 feet to a point on the east line of Lot 1 and on the west line of the M.K.T. Railroad, a 100—foot right—of—way; THENCE S 01 °53'22" W, 45.00 feet along the common line thereof; THENCE N 88°06'46" W, 184.81 feet; THENCE S 00°25'38" E, 116.16 feet; THENCE S 89°34'22" W, 72.00 feet to a point on the west line of Jennings Avenue, also being the northeast corner of Lot 14, Block 17 and southeast corner of Lot 15, Block 17, South Fort Worth Addition, according to the plat recorded in Volume 204, Page 15 DRTCT; THENCE N 00°25'38" W, 200.00 feet to the northeast corner of Lot 18, Block 17, South Fort Worth Addition, also being the intersection of the west line of Jennings Avenue with the south line of Butler Street; PAGE I OF 4 LVSPIARSSTORMWATER FACILITY MAINTENANCE AGREEMENT ENGINEERING & SURVEYING TOBIAS PLACE 765Q5WPA.49ih108 • PhMT%75M 9R.4a8077 'W��,x' ��.F ,,�� D,� CITY OF FORT WORTH Drawn: Checked: Date Job No. TB I DKB 1 8/24/23 21-193 TARRANT COUNTY, TEXAS Drawing: G\2021 JOBS\21-193 Ojolo Holdings — Hemphill Corridor Multifamily\CAD\21-193 SWFMA — Pre Fling.dwg Saved By: DBrown S— Time: 8/24/2023 10:41:03 AM Plotted by: DBrown Plot Date: 8/24/2023 10:41 AM EXHIBIT "A" THENCE S 89°34'22" W, 120.00 feet along the north line of Lot 18 and the south line of Butler Street; THENCE N 00°25'38" W, 60.00 feet to the north line of Butler Street, also being a point on the south line of Lot 13—R; THENCE S 89°34'22" W, 20.00 feet to a 1/2--iron rod with plastic cap found for a southwest corner of Lot 13—R, also being on the north line of Butler Street, and the southeast corner of a 20 foot alley; THENCE N 00°25'38" W, 450.00 feet along the west line of Lot 13—R to the POINT OF BEGINNING with the subject tract containing 87,517 square feet or 2.009 acres of land, SAVE & EXCEPT the following tract: SAVE & EXCEPT BEGINNING at a point on Lot 13—R, Block 8 from which a 1/2--iron rod with plastic cap found for a southwest corner of Lot 13—R, also being on the north line of Butler Street, and the southeast corner of a 20 foot alley, bears S 42°45'08--W, 90.28 feet; THENCE N 00°25'38" W, 100.94 feet; THENCE N 89°34'22" E, 83.42 feet to a point from which a 1/2--iron rod with plastic cap found for a northeast corner of Lot 13—R, also being the southeast corner of Lot 1 1 —R, bears N 04°34'42" E, 284.31 feet; THENCE S 00°25'38" E, 160.77 feet; THENCE S 89°34'22" W, 51.94 feet; THENCE N 00°25'38" W, 59.83 feet; THENCE S 89°34'22" W, 31.47 feet to the POINT OF BEGINNING with the subject tract containing 11,528 square feet or 0.265 acres of land, with the net area of the easement herein containing 75,989 square feet or 1.744 acres of land. PAGE 2 OF 4 LVSPIARSSTORMWATER FACILITY MAINTENANCE AGREEMENT ENGINEERING & SURVEYING TOBIAS PLACE 765Q5WPA.49ih108 • PhMT%75M • 9R.4a8077 'W��,x' ��.F ,,�� D,� CITY OF FORT WORTH Drawn: Checked: Date Job No. TB DKB 18/24/231 21-193 TARRANT COUNTY, TEXAS Drawing: G\2021 JOBS\21-193 Ojolo Holdings — Hemphill Corridor Multifamily\CAD\21-193 SWFMA — Pre Fling.dwg Saved By: DBrown S— Time: 8/24/2023 10:41:03 AM Plotted by: DBrown Plot Date: 8/24/2023 10:41 AM (14 POINT OF \ BEGINNING D StOT 2wa teT Facility _ _ Maintenance nee AgTeement D 1.744 Ac. a (75,989 S.F.) �Y 0 LOT 11-R, BLOCK 5 SOUTH FORT WORTH ADDN. Vol. 388-184, Pg. 17 PRTCT N 89'34'22" E N 89'34'22" E 61.78' �� 108.22' I i LU ThF ® I 30 0 30 60 F'� - POINT OF — — — — BEGINNING R' 1 /2" CIRF (CM) ■mo■ La a rh °° C-4 — v i M N 00 04 r7 —C4 o N _ 2 CN ■MM MEIN � Z F !� ' Lot 13-R, Block 8 •d� SOUTH FORT WORTH ADDITION Vol. 388-184, Pg. 17 DRTCT LN 89'34'22" E 101.51' N 89'34'22" E� ' 83.42' Basis of bearing: State Plane Coordinate System, North Texas Central Zone 4202, North American Datum of 1983. II Adjustment Realization ■L 2011. ■ FORT WORTH HOUSING FINANCE CORPORATION Doc. No. D222248855, OPRTCT ,I ll > I �I -iM �L 70 :V s >• 70> 3r3.• c) -v > U) �o�s I—�Y nQJ ■ 98, F z 70 O70 zX I N „I�� I ■ N � � N �- Prop. 40' Private Drainage Easement o ■ (By Plat) ■ i ``I + w 00 Lot 1, Block 6-R `oMo ^;./,,/N 00'S SOUTH FORT WORTH ADDITIOP N o:X oo Vol. 388-144, Pg. 30 DRTCT o cfl' - o U' NONE \N 89'34'22" E 26.811' 20.00 =//r 51.94' �' I I ■ S 89'34'22 W - I 5EE SHEET 4 PAGE 3 OF 4 LVSPIARSSTORMWATER FACILITY MAINTENANCE AGREEMENT ENGINEERING 8SURVEYING TOBIAS PLACE 'WENOR127 �N&F'�'W � CITY OF FORT WORTH Drawn: Checked: Date I Job No. TB I DKB 1 8/24/23 21-193 TARRANT COUNTY, TEXAS Drawing: G:\2021 JOBS\21-193 01do Holdings — Herrphill Corridor Witifamily\CPD\21-193 SWFM4 — Pre Rling.dwg Saved B,. DBro- Sove Ti— 8/24/2023 10:41:03 AM Platted by: DB— Plot Date: 8/24/2023 10:41 AM POINT OF BEGINNING y, 6 1/2" CIRF i (CM) -S 89'34'22" W- 20.00'= —BUTLER — _5TREET- _N 00'25'38" W_ 60.00' SEE SHEET 3 A7777777 sa 2' 71' F31.47' 1 Do �� ____ -0 "',IIIII S 89'34'22" W 120.00' 18 17 00 o / ----------N O / O CV / z � 16 / / 15 / / f S 89'34'22 W 72.00' 14 � m z z 13 m ___'-)OUTFI FORT WORTH ADDN. 12 1"I 1F"`l1Mk'141M Vol. 388-144, Pg. 30 1 -1" 30 0 30 60 1"=60' Basis of bearing: E State Plane Coordinate System, North Texas Central Zone 4202, North i American Datum of 1983. Adjustment Realization 2011. ✓Do. oMDo I F o to 1 ri I I �j S 88'06'46" E 186.6, ; N 88'06'46" W_ I I 184.81' �S 01'53'22" W 45. 0' I I Prop. 45' —J 1 Public Drainage Esmt I N IONE �saa L i FORT WORTH HOUSING I F- FINANCE CORPORATION I — MEN MEN Doc. No. D222248855, OPRTCT l I 1 0 � 1 � �I r-- Lot 1, Block 6-R SOUTH FORT WORTH ADDITION — L_ 1 I Vol. 388-144, Pg. 30 DRTCT OF I r S T PAGE 4 OF 4 IVSPIARS MSTORMWATER AINTENANCE AG EIEM NT ENGINEERING& SURVEYING TOBIAS PLACE 7 Q0.R..45ddFao • PWMIX75M • srr.4=M F�NO�127 '��F'�'W � CITY OF FORT WORTH Drawn: Checked: Date I Job No. TB I DKB 1 8/24/23 21-193 TARRANT COUNTY, TEXAS Dm ing: 0:\2021 JOB5\21-193 01do Holdings — Herrphill Corridor WW1family\CPD\21-193 SWFM4 — Pre Flling.dwg Saved By: DBrown save Tme: 8/24/2023 10:41:03 AM DARREN K. BROWN A 5252 P � C�Q DARREN K. BROWN, R.P.L.S. 5252 Plotted by: DBro,en Plot Date: 8/24/2023 10:41 AM 00 o / ----------N O / O CV / z � 16 / / 15 / / f S 89'34'22 W 72.00' 14 � m z z 13 m ___'-)OUTFI FORT WORTH ADDN. 12 1"I 1F"`l1Mk'141M Vol. 388-144, Pg. 30 1 -1" 30 0 30 60 1"=60' Basis of bearing: E State Plane Coordinate System, North Texas Central Zone 4202, North i American Datum of 1983. Adjustment Realization 2011. ✓Do. oMDo I F o to 1 ri I I �j S 88'06'46" E 186.6, ; N 88'06'46" W_ I I 184.81' �S 01'53'22" W 45. 0' I I Prop. 45' —J 1 Public Drainage Esmt I N IONE �saa L i FORT WORTH HOUSING I F- FINANCE CORPORATION I — MEN MEN Doc. No. D222248855, OPRTCT l I 1 0 � 1 � �I r-- Lot 1, Block 6-R SOUTH FORT WORTH ADDITION — L_ 1 I Vol. 388-144, Pg. 30 DRTCT OF I r S T PAGE 4 OF 4 IVSPIARS MSTORMWATER AINTENANCE AG EIEM NT ENGINEERING& SURVEYING TOBIAS PLACE 7 Q0.R..45ddFao • PWMIX75M • srr.4=M F�NO�127 '��F'�'W � CITY OF FORT WORTH Drawn: Checked: Date I Job No. TB I DKB 1 8/24/23 21-193 TARRANT COUNTY, TEXAS Dm ing: 0:\2021 JOB5\21-193 01do Holdings — Herrphill Corridor WW1family\CPD\21-193 SWFM4 — Pre Flling.dwg Saved By: DBrown save Tme: 8/24/2023 10:41:03 AM DARREN K. BROWN A 5252 P � C�Q DARREN K. BROWN, R.P.L.S. 5252 Plotted by: DBro,en Plot Date: 8/24/2023 10:41 AM EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS RETAINING WALL MAINTENANCE AGREEMENT Rev. 03/15/2022 BN N EXHIBIT "B" n _ \ U-o W E / CIRF 79Z9� 1II �I S I ll 50 0 50 100 Basis of bearing: State Plane Coordinate System, - o `�� 7 Texas North Central Zone — r 4202, North American North Datum of 1983. Adjustment i77 Pond Ir�` Realization 2011. 1 Concrete along bottom �1�/ �676 I \ of detention pond 100—Yr Ponding Limits — — — Line C P. Line E. Line D o I 1 1 — _ .�'•j South Pond 5-75 100—Yr Ponding limits �. 1]i)F0RT W9RT�, AWN. 670 4 I I _ ,, • LOT 14R, BL06K 1 C, rl SOUTH FORT WORTH _ 1I�/��/ I �SUU HIi+1Kj�l�Kll1 HNUN. ,, ` 7 SPIARS SWFMA LAYOUT . V II Ol:-t�l I4j I 14, I I II I I I1 1"tj F C J I I III 1 / I _ Line A I ' rr Detention Pond Outfal � j_ I,li�JilJ III��l1 1I11�1_ \c-7r,-- a1]ENGINEERING RSURVEYING MTobias Place o R .4� 100 150,5 . IV•c l . ,RCBW„ Drawn: Checked: Date ,lab No. CITY OF FORT WORTH BDT DKB 1 7/20/23 21-193 TARRANT COUNTY, TEXAS Drawing: G:\2021 JOBS\21-193 Ojda Hddinge — Hemphill Corridor Mu1tifami1y\CAD\Miw\5NfMA Edtbitd*g Scd By Jsomaan Save Tme: 9/19/2023 11: 27: 46 AM - � JIII �► I l JJ1 J.` I III d �� I FOC �i \ ✓ _ r �ail r zPAGE 1 OF 18c. f I"�I �LII+;'I 1 Plotted by. jsamaan Plot Date: 9/19/2023 11:29 AM \I Iw— /a.UU ` _,BW=65.00 25 0 25 50 Ex. 48"J RCP 1" = 50' / (Inflow) 01� � Basis of bearing: State Plane Coordinate System, Texas North A Central Zone 4202, North American Datum of 1983. Adjustment Realization 2011. Concrete along bottom of detention pond SWFMA Limits i Co V l � TW=74.00 BW=63.25 `C I/� _ J Masonry Retaining Wall with ( L/ Non —Climbable Fence 0 1 � SWFMA Limits ' Note: No saved or Line E � 3-1O'x6' RCB proposed trees are within the SWFMA boundary 1 (Interconnected) cn - N 89OM22" E-170.OLY \ � i 6%LL9� TW=76.50 j ^ ` — — 5:75f BW=76.50 \I 674 673 9196 — I 11` I 672 TW=76.00 \ 01 BW=73.00 \ 670 6691 TW=75.00 668 ao BW=69.00 9:7 666 — 665 `12' Maintenance 664 Ramp on 15% Slope � I I � �1 Ir— A TW=76.20 BW=63.72 / \ Masonry Retaining Wall with Non —Climbable Fence 1 0 0 / 1 a(REF moved 4 ' TW=76.20 BW=63.15 t � 1 IVSPIARS GRADING PLAN ENGINEEwNGR5UF2VVEVING Tobias Place �aorerlw4aafao 11�011(TF)5 srsaaan Drawn: Checked: Date ,lob No. CITY OF FORT WORTH BDT DKB 17/20/231 21-193 TARRANT COUNTY, TEXAS Drawing: G:\2021 JOBS\21-193 Ojda Hddinge — Hemphill Corridor Mu1tifunl1y\CAD\Miw\5NfMA )hbitd*g Scd By Jsomaan Save Tme: 9/19/2023 11: 27: 46 AM Line C 1-612' & 1-7'x12' RCB (Interconnected)] I � / F, 0' Line C —1-8'x12' & — RCB \(Int—er * PAGE 2 OF 18 Plotted by: jeamoan Plot Date: 9/19/2023 11:29 AM Line E BW=63.85 I I I Line C LL N 3-1O'x6' RCB • 1402' & 1-7'x12' (Interconnected) TW=76.00 I - RCB (Interconnected) BW=63.50 �_ \ C s>s - 676 Line D TW=74.95 2-1O'x6' RCB -_ _ 677 BW=63.7 ,T (Interconnected) r*I S TW=71.50 TW=75.50 1. �' TW-76.00 ° • 1 TW=77.50 25 0 25 50 D BW=63.54 BW=63.33 ""0' BW=62.50 • TW=76.50 D . . ; / BW=61.95 BW=62.25 cc 1" = 50' BW=63.74 1 .. � r ' 4 TW-77.00 Basis of bearing: State _ _ _ _ °` BW-61.40 Plane Coordinate System, North pond W=63.74 Texas North Central Zone to south \, I I Line A 4202, North American O - South Datum of 1983. Adjustment overflow / 5 89*M22"-120.00' --6� 6 Pond I 12-10'x14'� 1111 RCB Realization 2011. path vJ r TW=75.00 TW=75.00 lY��l rr •3�%l Outflow Concrete along bottom " BW=63.74 Limits BW=62.54 (Outflow) of detention pond 1-6'x4' RCB � " TW=76.75 1-9'x4' RCB' Masonry Retaining Wall with BW=60.90 SWFMA Limits 1-12'x4' RCB / - , Non -Climbable Fence I 1111� 11 ' (Inflow) TW=76.30 0 ���� I f . • . r. ; TW=76.75 BW=62.75 a BW=60.90LLI LOT �tf�, BLOCK 17 678 3 `I; I : •6� I I , ; , Bw=so.so 2 / S (SOUTH FORT YORT�I ADDN. _ 'I'll 1 D • \::;E TW=76.70 - W TW=77.00 1) / BW=61.40 W BW=62.80 I. l' h 12' Ma _ N � � J O I ,,� , I. intenana v \I Ramp on 15% <� TW=76.00 Slope BW=63.15 �I��° ° . 65 • I \ TW=76.30 ( I, 6j0 67 ' BW=66.70 BW=63.25 I 68 ' 4 ^ (/ 6i$/ ( BW=6370 .40 ' • 69 ' TW=76.61 • 1 o BW=71.50 ' LOT 14R, BLOCK 17 C c 71 TW=76.70 l �I SOUTH FORT WORTH ADDN. TW=77.00 �( 1 1 W=72.40 / BW=63.70 I rn 1 tl _ I 2 L 5 L �� `� - \ S�J� 1\\ TW=71.30 /(I� I I��TW=77.10 ` I BW=73.20 241 r / �Q \ • c7 BW-63.55 BW=73.50 / TW=77.50 BW=73.00 F BW=74.50 Note: No saved or \ � � COCC proposed trees are within L_ ` N 6'6= O the SWFMA boundary �UTH FORT WORTH ADDN. \ I \ 1� \ 1? \ i\ L�SPIARS GRADING PLAN ENGINEERING & SURVEYING M�i_.>�.lw . ,M7� • , Tobias Place _ Drawn: Checked: Date ,lab No. CITY OF FORT WORTH BDT DKB 7/20/23 21-193 TARRANT COUNTY, TEXAS PAGE 3 OF 18 Drawing: G:\2021 JOBS\21-193 Ojai. Hddings - Hewhill Corridor Multifamily\CAD\Miw\SNfMA Edibitdwg Sod By Jsomaan Save Tme: 9/19/2023 11:27: 46 AM Plotted by. jsamaan Plot Date: 9/19/2023 11:30 AM PL 676.63 676.00 TW=75.00 100-yr 677.00 1H:6V WSEL=F75.63 TW=76.20 +/-50' North Pond 1H:6V 1.30% BW=64.20 BW=63.72 Section A -A nts PL PL TW=76.50 \ 676.00� �7100-yr TW=75.00 TW=71.50ti WSEL=675.63 I TW=72.00 BW=64.60 11H:6V 1H:6V--"*I South Pond North Pond 0.65% BW=63.50 BW=63.75 BW=63.54 663.00 5-10'x6' RCB Section B-B nts PL 100-yr -x- TC=76.8 ,./- TC=77.9 WSFI_ 675.63w TW=75.00 Section C-C (Emeraencv Overflow) nts PL Butler St. _ _ _ _ 7 100-vr WSEL=675.63 �TW=77.00 676.63 1/-150' 1H:6V J�TW=73.80 South Pond 1.00% �1H:6V BW=63.74 BW=61.50 Section D-D nts PL TW=77.00 w100-vr Jennings Ave. 676.63 WSEL-675.63 1H:6V� 0.50% South Pond Top of'/11'+/-120' BW=62.00 Bottom of Ramp=71.50 Ramp=63.00 Section E-E nts IVSPIARS GRADING PLAN SECTIONS ENGINEERING BSURVEYING Tobias Place �o.erwrystm • P-*x> • nsAaaon 1lE NOF3131 . I�IKlb. F10D0100 • wwyY�aa11 Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS PAGE 4 OF 18 Drawing: G\2021 JOBS\21-193 00. Hddings - Hemphill Corridor Multifamily\CAD\Mist\SVfMA E*ibit.dwq Saved By .5omaan Sae Time: 9/19/2023 11:27:46 PM Plotted by Isom- Plot Date: 9/19/2023 11: 30 AM N 1 Q W E S TW=77.90 7 BW=76.00 25 0 25 50 — / TW=78.00 — 676 ' th I BW=77.50 — 675 FOC I -'Onsite Overflow Pa (Emergency overflow \ I I 674 I 1" = 50' is designed to be t: I 673 I Basis of bearing: State contained within I 11. I 672 I - Plane Coordinate System, ' 2-10'xl4' RCB)_I I I � }—r 71 I 1 1 Texas North Central Zone t'1 Positive overflow 670 4202, North American provided at this I — TW-77,50 669 I Datum of 1983. location in the BW=66.00 668=65.60 Adjustment Realization event of additional I 667 BW=65.10 2011. clogging I 666 I Concrete along bottom Q TW=77.15 I - 665 TW=65.60 of detention pond 1 \ W=61.501 664 66 Rock Riprap along - — Headwall Integral _ _ 661 f i II TW=73.53 bottom of culvert outfall 678 w/ Retaining Wall T=24" w/ Tb=6" Bedding ' 660 BW=59.00o1 and Geotextile Fabric r- " 0- Ex. 120" P D5O=12"_Arch 678 SWFMA Limits TW=77.60"D BW_=59.70 =6 �\ t Detention �"� TW-73.38 I �-- Pond Outfall TW=77.70 66 Ij IW-59.00 I jjJ SWFMA BW=59.30 II II 1 U - — 6 Limits I )�-TW=65.60 -4 = I BW=70.00 569 II BW=62.50 III — 30, W, i _ I 67 I I I I BW=65.10 I Section F—F (Emergencv Positive Overflow) nts ' I Ml'll.I� 30' Multiple Pipeline I I ? I 11 74�_j ' Right -of -Way and Easement Doc. No. D211288865 OPRTCT 70 `t II v-j 4W - 60.09 I TW=78.50 I � i BW=75.50 _ I W=77.00 Note: No saved or TW-v?v I I I proposed trees are within �vZ ` I BW=77.50 i II I the SWFMA boundary `�SPIARS GRADING PLAN ENGINEEwNGR5UF2VVEVING Tobias Place �aorerlw4aafao 11�011(TF)5 srsaaan Drawn: Checked: Date ,lab No. CITY OF FORT WORTH BDT DKB 17/20/231 21-193 TARRANT COUNTY, TEXAS PAGE 5 OF 18 Drawing: G:\2021 JOBS\21-193 Ojai. Hddinge — Hemphill Corridor Multifamily\CAD\Miw\SNfMA Edibitdwg Sod By Jsomaan Save Tme: 9/19/2023 11:27: 46 AM Plotted by: jsamaan Plot Date: 9/19/2023 11:30 AM N W E j 0+00.00 Line 'C' / S = Begin 12' RCB / I Const. Headwall / 15 0 15 30 ° Integral w/ Ret. Wall I I per Detail Sheet 36 / \ 1 " = 30, FL 12" RCB=662.25 Basis of bearing: State Plane Coordinate System, Texas North Central Zone 4202, North American Datum of 1983.° , ° °° I, °° •°I I I Adjustment Realization 2011. Concrete along bottom a j�•�° I ° °°I I of detention pond I I I W �r� ° End & Plug IIII` �. 42" ADS HP Storm PP I ' I I..D, FL 42 ADS HP 1+41.47 Storm Line Storm PP=668.72 I +— Const. 2 Stacked Man S I 111I11 I� ° • ° •� I —— OH StormPPon 0.5% �,— Per City of Fort Wort ° I' ° _ I I Top=676.67 I I )1t111, N 12—�� W 1111 I I IIII' j h ` Qo-�e s ;CP per lo�I 14 �+ W I LLI in place \Q I I i({I )P \ • I _ �— _ �_ _ Ref. Sheet 46 for 1 RCB Structural Detail I In _ I p 3J l 0+00.00 Storm L'ine 'A' ` o 0 0+38.17 Storm Line'A'Ip hJ Begin 2-10'x14' CB °I Q Install 42" Wye / J Const. Headwall �° I �, _ � Cii Integral w/ Ret. Wall p Per Detail Sheet 36 Z / FL 2-10'x14' RCB=661.00 � 0 °\� �`° f. �, I End / I 24" I ° I I I 1111 D° _ /• / I I LP IVSPIARS DRAINAGE PLAN LINE A ENGINEERINGRSURV"NG Tobias Place mlo 11n.4aatm . ".nux . srsaaaon .. Ft131 . ."o. l llim . tmn Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS PAGE 6 OF 18 Drawing: G\2021 JOBS\21-193 00. Hddings — Hemphill Corridor Multifamily\CAD\Mist\SVfMA E*iNt.dwq Sa d By ,isomaw Sae Time: 9/19/2023 11: 27: 46 PM Plotted by jsamaan Plot Date: 9/19/2023 11:30 AM W E S I —�— 15 0 15 30 % II / \ I Fo 1" = 30, Basis of bearing: State Plane I I i I 1 I II I Coordinate System, Texas North Central Zone 4202, North Future Private I Q i American Datum of 1983. 8" Water Ex. 16" Gas-, " I / I Ex. Track Adjustment Realization 2011. By Others / I I I-- <*> Concrete along bottom I I I i •- of detention pond 7— Future Onsite i I I I I Drainage / X IBy Others I I End & Plug ' II 21" ADS HP Storm PP FL 21" ADS HP 8" Private I Storm PP=670.52 I I I I r� 1+41.47 Storm Line 'A' I. Const. 2 Stacked Manholes Water Drainage- per City of Fort Worth D412 Encroachment Top=676.67 — '21" ADS HP _III II I I I I Storm PP on 0.5% W 11I \ II 2-111 14 I RCB � _ � 1 2-10 � ' RCB � � I Install 66 SY _ U — 1 24 Rock Rip —Rap I I W I 1+I-- W f 41nstall 2et 46 for+51.47 Storm Line 'A' Weir Structure — — � �Line 'A'er Detail Sheet 46 I j �� 1+74.47 Storm Line 'A' \ End 2-10'x14' RCB 12e ADS HP I \ I I Const. Headwall I \ Storm PP on 0.5% I `ti` I Integral w/ Retaining Wall Future Onsite I I I I I I I Per Detail Sheet 38 / I — Drainage �I I X/i III FL 2-10'x14' RCB=659.87 ' I I By Others Ex. 16' I End &Plug �1. _ —Gas I I I 1+63.47 Storm Line 'A' ' / I 24" ADS HP Storm PP I I III I I Install 21" Wye 1 FL 24" HDPE=668.87 I I Install 24" Wye I / I I I1 1 11 T-14- L= I I I I / I Future Private 'I 11 1 1111II I —Ll 1\ ' \ CD I 18" Water By Others II v j —tl \ `1 — J�]SPIARS DRAINAGE PLAN LINE A I I I I\ ENGINEERINGRSURV"NG MTobias Place I =+ aor"r"e.4aalao "nU> • srs4aaon I I I I 1RNO Fitlt l�ltllo. Fteetllee �mn Drawn: Checked: Date Job No. CITY OF FORT WORTH I T I I DKB I7/20/23I 21-193 TARRANT COUNTY, TEXAS I PAGE 7 OF 18 BDT I I E7 1 Drawing: 0\2021 JOBS\21-193 Ojda Hddinge — Hemphill Corridor Multifamily\CAD\Miw\SNfMA Edibitdwg Sad By ,.o S w Time: 9/19/2023 11: 27: 46 AM Plotted by jsamaan Plot Date: 9/19/2023 11:30 AM c o m A_�� c O� cZ X N\ E o� �NN �� O3IDS o >, p U 5�LnNC, o .S v � = � 00 c Proo. Ground— + o � 10 4- � T 4- y y +;o 680 o m o a CL Pipe c� C, — HGL ()nterim Grading) Prop. G CL P pe ound i / / ®/ Existing Ground- / ® CL Pi (Final (ading) r i Retaininci % I 100 — li b ! ,� wall - 675 10 WSEI = $74.67 Retaininq v Wall I 670 / I i Reto'ning 2-1614' R ;B wall I I z-1 U'x14' RCB On 0.2 A 011 3.15% / L 'mtPi � I I Pond 10B2�361Gj � I I �65 Q = 19cfs q 1 Q 1317.67fs V = 5.00 = = 1337.65 V 5.03 fos for V 7.42 fps s V = 5.89 fps 0� R�r �r► 50% /660 N T_N* R. A Rip —Rap w/ Tb=6- Bedding 655 f ' Privnta Wntar w j and Geotextile Steel Casing J nFnn v)° (3y Others) o See sheet 47 for i Pip —Rap detail@ cV 1 +82.00 1S" &,,, FL=647.61 650 J�SPIARS LINE A PROFILE ENGINEEWNG&SURVEYING .~m • Tobias Place �aasrl srs4amn 1 lft i31 • I�lSM "OIM.sncnms • 01m • ww am if Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS PAGE 8 OF 18 Drawing: G\2021 JOBS\21-193 00. Hddings — Hemphill Corridor Multifomily\CAD\Mist\SVfMA r*ibitdwq Saved By •.w am Sae Time: 9/19/2023 11: 27: 46 PM Plotted by jsamaan Plot Date: 9/19/2023 11:30 AM AA IVI1 MM MM VV�M MM IP1M 1 10 0 10 20 ° 0+39.00 Line 'E' D 1" = 20' D End 10'x6' RCB Concrete along bottom �9 8�, Const. Headwall Integral D of detention pond w/ Ret. Wall per Detail Sheet 36 FL 1 CA' RCB=663.68 0+00.00 Line 'E' Begin 10'x6' RCB D Const. Headwall Integral p - ° w/ Ret. Wall / D ° ° ' , 0+74.86 Line 'D' per Detail Sheet 36 sp Prop. 85' Private — I I I I ��� End 10'x6' RCB Drainage Esmt. FL 10'x6' RCB=663.57 J I �_ Const. Headwall Integral ° I I 1 w/ Ret. Wall ° o per Detail Sheet 36 I FL 10'x6' RCB=663.42 v D D 1/ ° 1 � D I I 1 0+00.00 Line 'D' ° — 2-166x RIM Begin 10'x6' RCB o D � I 0+62.79 Line 'D' < Const. Headwall Integral I Line b' I Install 120" 30' w/ Ret. Wall Horiz. Bend DI per Detail Sheet 36 �� \ ' 0+51.82 Line 'D' [� 85 Line 'D' FL 10'x6' RCB=663.17 \ \ - 0+40.Install 120" 30' 1 Install 120" 30' Horiz. Bend D Horiz. Bend 7 Proposed / --�F12" SS \ r�v D I I I �� 'See Sheet 6\ p \ vD v/ ° DI 1 I I I v p SV3 :lib 3�3—1-612' & 1-7'x12' RBC Ind�Sd 1+00 � D \� D 0: 01 I I — `�SPIARS DRAINAGE PLAN LINE E & D . ENGINEEwNG&SUMYING Tobias Place Sao FA14" 10o . IIn0,1xR srsaamn .. Ft131 . l�A1M. F101WOO . tmn Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS PAGE 9 OF 18 Drawing: G\2021 JOBS\21-193 00. Hddings — Hemphill Corridor Multifamily\CAD\Mist\SVfMA E*ibit.dwq Sa d By ,.—aan Sae Time: 9/19/2023 11:27:46 PM Plotted by jsamaan Plot Date: 9/19/2023 11:30 AM vvv vvv 0 o v c C — C—) — d) 3 m 0 .0 CDJ X y 680 C� N C0 N " I 680 Ci + NC71 o\ Q> �F v + o\ c 7 r c'j 3 m � C') ;e 1.1 HGL� tno —M _ oo —iSa 675 - WSEL = 675.63 I ems` L = 675.6 3 675 F. Nwo11 Ground 670 CL ripe 670 'sF1111111111 , N o r t h 3u Lh Pond Pond Retaining RtcJning— / wall wall 9-10'A' RCB On 0.35% f 665 665 r iiiiiiiiiii�����/�.✓/////.7l/////////////// Con. Pavement :;?� }r O.C.E.N. On 6' 10'x6' RCB 660 uompactea Subgrade Q = 209.58 cfs V = 11.11 fos 660 n�-1 f� nn 12" SS FL=658.41 Eeo Eheet IF655 655 r, ca M CD C.p II c„ R II N O — N 650 L �I `�SPIARS ENGINEERNG&SUMYING LINE D PROFILE �aa R.4a lw . Mrsnc . srs4amn .. Fi131 . 101f5 Mo. F1000r00 . Tobias Place CITY OF FORT WORTH Drawn: Checked: Date Job No. BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS Drawing: Q\2021 JOBS\21-193 00. Hddings — Hemphill Corridor Multifomily\0AD\Mist\S1tfMA E*ibitdwq Sad By J.—aan Sae Time: 9/19/2023 11: 27: 46 AM 650 PAGE 10 OF 18 Plotted by jsamaan Plot Date: 9/19/2023 11:31 AM w o 0 - 0+ M — C..) — m c �v o " Lj a 3 cfl C)C X m 0 '� 0 C 0 '� J N C p 680 0 +71 3 m ; r C I C-1 C 1 C 0 — li_b HGL 1 \ 100 — Yrs 675 WSEL = 675.63 — W¢L = 675. 3 _ Existing 1 Ground CL Pipe Aff South North Pond Fond Retaining,/ Cetaining Wall fl I Vail 4" 3000 ps; 665 Con. Pavement ' W/)J UL4- I O.C.E.W. On 6" Compacted Subgrade 3-10'x6' RCB On 0.28X---/ ME' RCB Q — 209.58 A 660 V = 11.11 fps �l // VT16.25 1 12" SS FL=658.8E 655 See Sheel 6 UQ cc LD r-i CD C.0 o �1I CV 650 U- U- IVSPIARS LINE E PROFILE ENGINEERING& SURVEYING Tobias Place �o.erwrystm*x>Sms nzaaaon 1lE NOF3131 . I�IKlb. F10D0100 • wwyY�aa11 Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS Drawing: G\2021 JOBS\21-193 00a Holdings — Hemphill Corridor Multifamily\CAD\Mist\SVfMA E*iUt.dwg Sad By isamaw Sale Time: 9/19/2023 11:27:46 AM b/0 670 665 ..1 655 650 PAGE 11 OF 18 Plotted by jsamaan Plot Date: 9/19/2023 11:31 AM �z r71 10 0 10 20 1"=20' Concrete along bottom of detention pond � v I D I I \ Proposed --�712" SS v I See Sheet 6 ° � v 7. I ° v I < v 1 Sd \ ° Sd 0i01 0+00.00 Line 'C' Begin 12' RCB Const. Headwall Integral w/ Ret. Wall per Detail Sheet 36 I I FL 12° RCB=662.25 LVSPIARS DRAINAGE PLAN LINE C ENGINEERINGRSURV"NG Tobias Place �aosrees4aalas M.nnc>Sms snAamn 1RNO Fitlt l�ltllo. Fteetllee �mn Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS Drawing: 0\2021 JOBS\21-193 0jda Hddings — Hemphill Corridor Multifamily\CAD\Miw\SNfMA EdiDitdwg Sad By .5omaan Saw Time: 9/19/2023 11: 27: 46 AM LLto Lu 1-612' do 1-7'x12' RBC Lu J) 1+00 — Lu W .N PAGE 12 OF 18 Plotted by. jsamaan Plot Date: 9/19/2023 11:31 AM p D D � D p p v D D D V p D p p D v p p D 7 D D n1� p v D p D p D p V D roF V P p D v L7 D D D ° v 7 D D D v D p D°1771 p D v 10 0 10 20 ° "'D 1"=20' 2+83.18 Line 'C' Concrete along bottom I End 10'x6' RCB of detention pond I Const. Headwall / w Integral Ret. Wall / � � I 9 / per Detail Sheet 36 / ' I FL 12' RCB=662.75 / I / I ' Prop. 40' Private Drainage Esmt. I M CV I I r; I � I � / 1— I co WLu Line V— I — - — — — sdo , , sd:- Sb� C �. — I / 1+85.11 Line Install 12' 45' Horiz. Bend = _ _ _ _ _ 1+75.42 Line 'C' —t Install 12' 45'---�---- 1 Horiz. Bend J�SPIARS DRAINAGE PLAN LINE C ENGINEERINGRSURV"NG Tobias Place Ma 11.4a 10o . n.�mux . srsaamn 10 .Ft131 . .10011G0 . �tmn Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS PAGE 13 OF 18 Drawing: G\2021 JOBS\21-193 00. Hddings — Hemphill Corridor Multifamily\CAD\Mist\SVfMA E*ibit.dwq Sad By ,.w aan Sm Time: 9/19/2023 11: 27:46 PM Plotted by jsamaan Plot Date: 9/19/2023 11:31 AM _0- p U U 5 Lr- w L ]� a) J X � p 3 6 U T 3 X O p o `a•� + o �' api V V _ 100 Y^c WSFI = 67-s s' iiaiiiiiiii Retaln'.V f wall j� 685 (D a). -I I v N N, Lr- C Dam _ -16 _ i 680 Proposes I 00 = X Ground Irj cC) (I Pi v r 0+0 O NGL N U W 100 — Yrs WqN = R79, Al i Existing Ground J 0 CL P)s 1-8'x1'' & 1-7'x12' RCB On 0.18% 670 Ketainmg wr,u 4' 30M N.; Con. Pavement 665 W/#3 024' u.C.t.W. t e Com -Subgrade - 0+15.00 12" SS FL=657.47 N See Sheet b Cfl Sfi J L.I- `VSjNPIA�RS 1lE NOF3131 . I�IKlb. F10D0100 • wwyY�aa11 8 x12' RCB Q = 291.13 C& 7 x12' RCB V - A 35 fne 1 +00 Storm 655 fa c CCV, ACV CD t0 �C{ c4 CD � � d � � d U- U- U- 650 2+00 3+00 Llne "C' LINE C PROFILE Tobias Place Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS Drawing: G\2021 JOBS\21-193 00a Holdings — Hemphill Corridor Multifamily\CAD\Mist\SVfMA E*iNt.dwg Sad By isamaw Sale Time: 9/19/2023 11: 27: 46 AM PAGE 14 OF 18 Plotted by jeamaan Plot Date: 9/19/2023 11:31 AM 50 0 50 100 1"=100' Silt Fence 13 Drop Inlet Protection CCurb Inlet Protection Construction Entrance —1110- Flow Arrow Ulu. �o r / I / N K I• . • . '• I Concrete along bottom of detention pond � o / \CD Y I. W " \CD\� \ % �678 (�) � \ � b�°/6 ? •.� �L9 III i� W J � — 677 I MATCHLIN IVSPIARSIN� ENG EROSION CONTROL PLAN Tobias Place Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/231 21-193 TARRANT COUNTY, TEXAS Drawing: G:\2021 JOBS\21-193 Ojala Holdings — Hemphill Corridor Multifam1iy\CAD\Miw\Sl Exhibit Ersosion Control.dwg Saved By. Jfuller Saw Time: 9/11/2023 Ma20 PM PAGE 15 OF 18 Plotted by. jfuller Plot Date: 9/11/2023 1:21 PM �1 50 0 50 100 1"=100' Silt Fence 13 Drop Inlet Protection 1 Curb Inlet Protection MATCHLINE SHEET 16 \ srx' j —� � r-r-r Construction Entrances,) O IM —1 Flow Arrow • I Concrete along bottom 6�S of detention pond S I — T-.. � �,;._r� •; ,� moo' 1 � � k �d l d I ! •�'��� ' �r • •71' tifI� I L ) 670 �IIIIr11.. .- 1 9��I\67 I I. 00 z x 69t68—� \68,3 j\ C� _ -W. DICK67ON 5T. `II s83 % IVSIPIARS� EROSION CONTROL PLAN Tobias Place Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/231 21-193 TARRANT COUNTY, TEXAS Drawing: G:\2021 JOBS\21-193 Ojala Holdings — Hemphill Corridor Multifam1iy\CAD\Miw\Sl Exhibit Ersosion Control.dwg Saved By. Jfuller Saw Time: 9/11/2023 Ma20 PM PAGE 16 OF 18 Plotted by. jfuller Plot Date: 9/11/2023 1:21 PM LENGTH AS SHOWN ON PLANS I GRADE TO PREVENT RUNOFF FILTER FABRIC FROM LEAVING SITE 6' MIN. -� PAVED SURFACE EXISTING GRADE PROFILEVIEW RADIUS RA.ETO.RAN FROM .F .f`�• n�I�.f�• n��I fWIDTH 1.�=`•I M) PLAN VIEW ENTRACE MUST BE SLOPED SO THAT STORM WATER IS NOT ALLOWED TO LEAVE THE SITE AND ENTER ROADWAYS FIGURE 3.29 STANDARD CONSTRUCTION DETAIL - STABILIZED CONSTRUCTION EXIT (1 OF 2) WEIR LENGTH 1.5' 2 1 2 II— ll 1A 1 r \\ o = , \ a rig ROCK CHECK DAM VIEW LOOKING UPSTREAM 2 MIN.' FLOW_ 112D 11 �1 FLreRreeaC CROSS SECTION A -A TOE OF CHECK DAM TOP OF CHECK DAM —SAME ELEVATION STABILIZED P.ONSTRUCTION ENTRANCE GENERAL NOTES 1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.11 2. THE THICKNESS SHALL NOT BE LESS THAN 6INCHES. 3. STONE SHALL BE 3 TO 5INCH DIAMETER COURSE AGGREGATE, NO CRUSHED PORTLAND CEMENT CONCRETE ALLOWED. 4. LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF 50 FEET. 5. THE WIDTH SHALL BE NO LESS THAN 20' FOR SITES LESS THAN 5 AC, AND 30' FOR SITES GREATER THAN 5 AC, AT ALL POINTS OF INGRESS OR EGRESS. 6. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. B. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 9. INSPECTION SHALL BE SPECIFIED IN THE SWPPP. FIGURE 3.29 NOTES FOR STABILIZED CONSTRUCTION EXIT (2 OF 2) ROCK CHECK DAM GENERAL NOTES: 1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.9 CHECK DAM (ROCK). 2. STONE SHALL BE WELL GRADED WITH SIZE RANGE FROM 1 112 TO 3 1/2 INCHES IN DIAMETER DEPENDING ON EXPECTED FLOWS. 3. THE CHECK DAM SHALL BE INSPECTED AS SPECIFIED IN THE SWPPP AND SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT OF THE CHECK DAM OR ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF PROPERLY. 5. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED, THE CHECK DAM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. SPACE BETWEEN ROCK CHECK DAMS N.i NOTES: .s. ACTUAL DIMENSIONS OF THE CHECK DAMS SHALL BE DESIGNED BASED ON FLOW CONDITIONS IN THE DRAINAGE SWALE OR DITCH. PROVIDE CALCULATIONS THAT DOCUMENT THE FOLLOWING PARAMETERS USED TO DESIGN THE CHECK DAM. -HEIGHT OF CHECK DAMS (D) BASED ON SWALE OR DITCH DIMENSIONS AND FLOW CONDITIONS -SPACING OF CHECK DAMS BASED ON GRADE OF THE SWALE OR DITCH. TOP OF DOWNSTREAM DAM SHALL BE AT THE SAME ELEVATION AS TOE OF UPSTREAM DAM FIGURE 2.1 STANDARD CONSTRUCTION DETAIL - ROCK CHECK DAMS (1 OF 2) FIGURE 2.1 NOTES ON ROCK CHECK DAM (2 OF 2) IVSPIARS I EROSION CONTROL PLAN ENGINttKIN1a&]UKVIhTINta Tobias Place TBOIrIells4ib100 lWIq.TX,'Rl! m�am, Drown: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS PAGE 17 OF 18 Drawing: G:\2021 JOBS\21-193 Ojala Holdings - Hemphill Corridor Multifamly\CAD\Miac\Sli Exhibit Ersasion Control.dwg Saved By. Jfuller Saw Time: 9/11/2023 1:13:20 RA Plotted by. jfuller Plot Date: 9/11/2023 1:21 PM ISOMETRIC PLAN VIEW TEEL FENCEPosT SILT FENCE GENERAL NOTES: S SPACING. MIN EM EDMENT-T 1 DESIGN SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE OVERFLOW STRUCTURES SHALL BE INSTALLED. OVERFLOW STRUCTURES ARE REQUIRED AT ALL LOW POINTS AND AT A SPACING OF WIRE MESH APPROXIMATELY 300 FEET WHERE NO LOW POINT IS APPARENT. SUPPORT �ALLOWq�1.4�I 2. DESIGNER SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE -RAIN FABRIC IS SILT FENCE IS TO BE TURNED UPSLOPE AT THE ENDS. UPSLOPE LENGTHS SHALL BE A MINIMUM OF 10 FEET. ACCEPTABLE 3. POST WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFFSOURCE POSTMUST BE EMBEDDED A MINIMUM OF ONE FOOT, G MIN. 4. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. S. THE TRENCH MUST BE A MINIMUM OF 61NCHES DEEP AND 61NCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL, 6. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST OR TO WIRE BACKING WHICHIN TURN IS ATTACHED TO THE FENCE POST. THERE SHALL BE A 3 �00T OVERLAP, SECURELY FASTENED I,a WHERE ENDS OF FABRIC MEET. 7. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 8. SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED. 9. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH SILT FENCE OF HALF THE HEIGHT OF THE FENCE THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. �E 10. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.5 9•MIN.TOPOF STONE, EACH SIDE OF SILT FENCE FLAW N NSTONE ER �_ �\ 12 SILT FENCE OVERFLOW STRUCTURE FIGURE 3.28 STANDARD CONSTRUCTION DETAIL - FOR SILT FENCE (1 OF 2) %� VI J •IIIYi ■�i 2 '~� ECUREOATO �FNBTo I F.. IHER Yx4' WIRE 7•Y4• MIRF WFIR CURB INN FT PR6TF('.TIDN FIGURE 3.28 NOTES FOR SILT FENCE (2 OF 2) ROTES. cxa aPAvORICEEREsDm C isT mrnW Mu NOT DIVERT now OR FLOODME RROewANIIT PRUPIRAND NUT PROTEOR ufASUMI oR 1E10E3 MAT COMPUTD-1 BLOCR ME INLET ARE PROHIBITED. MEr ILST L APa"I OWPLOI Pant BNALL BE CO"50ERED IN MECDESGNEOF MET APROTECTON COMPOL uEISUREO AT SUMP INLETS • 1ANOP1LIT1 APPROVAL IS REWIRED BEFORE INSTALLIIC INLET PROTECTION ON PUBLIC SMUTS • WEVAL CILION MUST BE IOSED w4EI IISTALLIxO CURB INLET PROTECION ON PUBr TRA EO DSTNEETI ON IN DEWLDPU HO TRA AIINTAIIED To AMD FLUDCIxc OF ME MOADwar w a04ACExi PIa..M.'SEALND SMUCTURES LL A A Two NCH 0v£RFLOW GAP OR AIR IS REWIRED ON ALL CURB INLET PROTECTION DEUCES. M IC NWORESONARMIG —S. OR0 B ER AEATM RITSR ALLII IISTALLED TO WAIN uOTORlSTS WWEI ME E. IEN "RE I IROUND ME I' ­ —a AID STAPLE To ME — SEND IME ESN AROUND TRE I— F" "' S"L BE PLACED PIMPINIOU I ME CURB. AT BOTH ENDS OF ME MCDEN FRANC. 2 RE MOO IRE) MIR PROTECTOR ME FILTER FABRIC AID IRE 1EIR ­1 EITOID A MINIMUM OF 12 I —ES PAST TIE CLR. OPENING ON EAC, SOC OF ME "LET FILROR ET SAGS ARE USED TO HOLD ME NRE MESH AND FABRIC IN M71 GP TIE THE INLET. E ROCK OMxwa PARALLEL TO AID UP AGAINST ME UNDER ME FABRIC ADD BACS IF IEEDOD ROOK A. 2'XO' FWI AND E1WRE IT DOES .01 SO MRF uESH CM 1 FILIR FABRIC XO SECUNU TO 2- SECURU TO To OMFOR I' ME. NRE TOP OFPUET TOP OF 'ASIC MIT (ALL TIPES) I ORT WORT I CITY OF FORT WORTH, TEXAS 2"M' WIRE WEIR CURB INLET PROTECTION IVSPIARS EROSION CONTROL PLAN ENGINttKINU&]UKVtTINta I Tobias Place 78orrI1s4�Es.tm n.Latxrmn snmmn 1lEMOF3131 1�15 B6 F1m@Im WEE��� Drawn: Checked: Date Job No. CITY OF FORT WORTH BDT I DKB 17/20/23I 21-193 TARRANT COUNTY, TEXAS Drawing: G:\2021 JOBS\21-193 Ojola Holdings — Henphll Corridor Mullifamly\CAD\Miw\SVFMA Exhibit Eneosim Cantrol.dwg Saved By. Jfuller Saw Time: 9/11/2023 1: 13.20 PM REVISED 04-30-2021 01 57 13-D430 PAGE 18 OF 18 Plotted by. jfuller Plot Date: 9/11/2023 1:21 PM n OC 66MJn® EW24' CwnP _ S,bg,.dl M,�i. R/YP.OAD — 1_ IT-1 — — _ _ _ — _ _ _ _- TW-I45� 'N-740 -1-715 1W=7325. Tw=J2.00\ �-200 -7 ---------------------- I_-- -- --------------C—_=BW=62 B5� ■ �_ � — T-7 TN=I6 \ T-- �� /BW=fiR HS FIF-1 1-11—IF/ l t / BW=fi3.3If i f BW=63.50�M 5-10'r6'=6J.6H� F< 1'rIR'=6R.J5 R 6'x12'=6R.15 R 5-10'x6'=63.42 BW=1 Section A Section B-B Section C-C in /ttl=I600 1W=I495, i/ 1 TW-]I,sol rn=Jl.sol F1 F1 1 �BW=62.H1 `FL 1'rl2'=62.25 ZR—'=62.25 BW=63 ]41 J 1�BW=63,09r R 5-10'xfi'=6351 R 5-10'xfi'=631] Section D-D Section F-F rs=-6 /IW=]5.51 / / / y _ NOTE FROM FALKOFSKE: This plan was � I � —_ developedfo from3%ARSGRADING \ 1 _ _---� — � PLAN DATED MAY 9, 2023, SHEET 13 OF I I � _41. This plananis isfor the sole purpose of ---- --------------1-- -- _ showing what retaining wall sections to use where and to comment on the site as hl ssContractor shall wiew final Ci,il a with regards to the retain � T BW=64II BW=64,LL 56 Plains f garprior to constructing MASONRY SION. FfL ae"=6922 ���--r/},----}�-1_ RETAINING WALLS ~! Section F-F I 1�, _ - rron rxlz' aBc : 1 q e'x12' RBC 1 1 25' uama9. Eemt \ 3/R.N3 I P 5 1 I I. 1/RW4 1/RW2 2/RW2 / 1/RW2 1/RW2 2/RW2 1 p 1/RW2 2/RW2 1/RW2 1/RW3 \ � f j eLaae I I I 1/RW2 � \\ i rolceton RO. A I A B Rceta 29- 2 / 1 1/RW2 nn rar aMahmg wau o.td. _ 1 / . i f °•• y���� _ _� 3/RW3 of / �. • ' 12m. nonce Ace • \t ' • •• . : . •.. „ �\�- ' Bollomeol e�9 -'o.` j I 3/RW5 • .. N. i w o cane 1/RW2 \• 1/RWS „.T�• •////'awwmnacrr ow Fes•4••~ — uI SEE 1/RW6& .._., .. �. •... L\.. ; .,' _ _._`• _ 1�., _ _ - _ _ _ ___ _ _ �___�'.•—,� F� 2/RW6 Ww—vw=we—1xw—wx—"w— —wx' '"O—ww— 1/RW2 11 ' �f�Q♦fp!E�,41 4r+ W ` iuease JOB NO. 828.22 SP1 �Ifi Acceaa\� — ,—I ■ W c+ ■ z ■,�U LL . Retn g mbeble F T � a2-� 1 /RW2 oemli RW8 -T=,,,� _- - xo�-clmbable Fal p,ola<no� -- 2/RW8 as m, Rem�may wau owm�l9 _ Au. _R.ulmnp \ -Zz �_--'�_=_��;\ —Pala m - e ~ x m mW n.5o J1 35a9 Woll w/ Nan Olimbobl n \ \ m b e -r---- N . Rel. 9Aeele etdl ma sv r« Remlma9 wau oemlle--------- Rio-,-- \ eso elm 5 t'" i rm 3 I ° Rod w/ ---------------- le p � 6' tBedon9FaambGeaextie r RW9 1/RW9 /RW4 1 \\ I \ \\ W d d 7 z NOTE FROM FALKOFSKE: This plan was - \\ II U h uL J developed directly from SPIARS GRADING A11. 2-10'114' RBG PLAN DATED JUNE 2023, SHEET 14 OF 41. I his plan is for the sole purpose of showing K ' what retaining wall sections to use where \\ and to comment on the site as necessary \ I 1 'ti F g with regards to the retaining walls. I\ Contractor shall review final Civil Plans fo ot other nes with re—rd to the site prior to J I W z N 1/RW2 — i � T N00`60C'W-3OA9 / —ww /h6w — F1 F1 1 r BW=6204 BW=6281 i Retam g Wall w/ Non-011mbeble' ` 'Fall Pi to Ref SAeeLs R ]'x12'=6225� `R 8'x12'=6225 ra< Rl \ R eta -82- II Gwmlla\I 9 1 I / 1 __- Section D-D iW=]495 iW=II.501 TN=II.50, F F Brrs3 ]a� �4L s-lo'xs'=sash fi s1o'x6'=631]� °w-seas Section E-E /RW2 \ is-7— nr=77,90 rw=n os- 1w=77 s ¢- I reap of water m t . I Relmn 9 Wall w/ to ?1 Max 61ape iop of Wall Grade e 1 Non IXE mboble Fall to MakA Ex. la 'r.••I Prat b Re 12'x4'=61TI Wlox SAOeelr Woll w \ 9ixL= 3 -r plate¢=61.2pweu 6W�6 BW=60.90 P IAaess (..120' R fi'x4 =6] ]5• 6 4IRe2ll lfo BW=59I0mp2-10'xl4'=60)5 BW-59 ]Or R�•••J � 15ao R 2-10'xla'=60,Ss -W=59.00 BW=63.]4 BW=63.]4 1 'In /� 1\ Section G-G Section H-H Section1-1� 1 � w erection J-J 1 /RW2 tH�oe s�Rli�ux�m _ s�� ems: sm"'Sc,lmme am"H ItSIH L��a ssr ewuo..an R�imeSEler-6I4 MH Fl�Lm@� \ ceM R i3'SS (14116659P L_ WN cart se 4 x e+wu uneSS,2. r. E't)-64 ( 14FR RO g auy s j€ FBI w�ozNr uC�aAFA v,�',I SECTION SHOWING ZONEOFINFLUENCE x I2' S5 to Eart TI' lDT HR, elna IT m{I Hoc�RM1- ' H ra woRlx �,x F�7ww n6ox, i . v' $ � •; •; " ''� � •I'f} I .• � � I "°' 1177���•� HE :iu rmMa`ea g eSEE \2 I I RW72 FOR CROSS •1', I E F si I SECRONSHOWING ZONE OF INFLUENCE _L. SEE RWI I FOR CROSS SECTION SHOWING ZONEOFINFLUENCE AND PIPE CROSSING j � 5160.94 Lne'4-1' [ OIOD.00 Lne I H. SEE RWIS FORCROSS sJ� ---9 d a Omur.5W.H. SECTIDNSHOWNG Rlm Eler-fiT60 ZONED F INFLUENCE IL ITSS (Inj-551P1 i v 6 112 (In)=65050 •„. ... ,•.III ° RIS'S5(� SEE RW13 FORCROSS SECTION SHOWING ZONEOFINFLUENCE OR00 OLi�e'SS-I; NOTE FROM FALKOFSKE: This plan was developed directly from SPlARS DRAINING IMPROVEMENTS DATED MAY 9, 2023, SHEET 6 OF 41. This plan Is for the sole purpose of showing what retaining wall actions to use where and to comment on the site as necessary with regards to the retaining walls. Contractor shall review final Civil Plans for other notes with regard to the site prior to constructing MASONRY STONE RETAINING WALLS. mj 3 aa� �a S w m 9�. p W ly °0'ti F zz N� O; Qy R I .1a=c 3 � o N aw �o N 3 c IO 3 Q z — J c X ~ g=� 03 Q�g <oo �No �EaF )E )TL _ ..._max'-.J G � tUC858�g JOB NO. 828.22 SP3 NREo 1/awl u50. _ A i •~ nz�W A r.'' • HRuuo l/RWI Also _ _ _ _ AND wpR IPE.� v.\w• - II RER E%qWD oaESPAC -ICI II -III III III "� L- 11-1 AR REQUIRED 11�11=111 11=I III=_ _a _ = DL ED DN sl.E R.AND 1YWnwpN 0.Rj ,P, 1111 11-I DD,.DW. rFDN. AND D.DN. 1.. DR APR— EDDAL. F "Fl. EDll .ioI.. PRDNi AWD ar�K, AT 10. POI E HONE DINn OD 9D1-------_-I �D C HIND DE —.E PER —ER ` I Do L DR I-E HONE PER DWN A D s R4N NE REFF N. s IN -11 on°ol: f D } _ FORIIN <R DN \ l W P PPE D R END D. 114 W D WR `\ _ _ DR PIN DR DES TALI r-1 III DEW WEEP PIPE o . - =11,AAIIiIl-lI I16 II -`I NFE -_lll���_III,.II•iilll -__ --_ a rIl_III�II= a -m �D E-N. AND -N = „� lzlrwrl7 -- ADI .1 IF E D ID ID lei<® cs�w ioo 1 aapp I �an I p us Tnls� fOulE ro WALLS 15-0' TO 19'-0' TALL III DEE ,ER ELDED PRE r N PEOIN i jo . ArD eACN WALLS 13'-0' TO 151 TALL ullf i Frrun D N._ isR R 1 LE s w:RE E— RE co IUIDs IN — Ic-oE ANo OR r2- � WALL SECTION - 350 PSF BAIL➢ING SURCHARGE WIRE SPACING FOR WALLS-� WALL SECTION - 1Vi10H MAX SLOPE ABOVE WALL RWBEARING IN CLAYEY OR SANDY SOILS IR-I•c IRV"I 10'-0' AND GREATER IRV"I BEARING IN CLAYEY OR SANDY SOILS L�= I -ajdgJ p1E$sa�g"!g1 �i�assa�as�p steEnesa€gyp t:s3a:t8���aS 0 3 p o N w o � o N N O N C) 2 z - U < W a = w �d=o < g 0 3 �12 0No 4P1Eo^ r�q�. /08958 I".Y 'EEI �.4CEIIg90� I.zz JOB N0. 828.22 RW2 RE 1/ 1 111 NO., 11 ISO'. I, AIRS I SI SOL- .IN IS IRESI jC4 ,jT SON'S -'RE I , E , " -,I FOR, I ITER F,4FRlC OU� EPIN _IN 1 - oR -F-I E­_ ­H­ ONE NO NINE, IN - SOIL. Z,0NE, -1 -E 1. -M OUNNN2 M&OR 10 E 'ININ.1 -E NA 1. .1 INERI FO 1 1.1- 'IN 11 OFINE I I N. ­1 F.E IF _ NO_. RIFE -NI III OWNER K11 J 0 &0 COFE NO I LVER<- I E If 1 &0 If OF EU 'IF . I- ... IIIE PIPE 1-11 111 ENI I I III W El 101 1 0 1 RN 5"WO I-E _,E I "F _. PON REFFEW �F O. OPWNI.. S RON. OR IF I FQ­ IS, FRNIF SON CULERT, S' DEEP IS, . . . . . . . . . . . . ...........ITT - - - - - - - - - - - - - - - - - - - - - - 7 1-2- 111; , T, E EOILE I/I. 7 T P 2 1 _1F. -I' 1­ 2 IF I= L LL, Jz." " sere -,-, T E, "H" RE. 1/­ A.SO. WS `URlElL4ZFE O.IYIL ON SNE ,­ '-E I D­"S ZONE WFERE 1111 IS E REOU2 TO SOIL & AND OP', " OR zP I, SOIL IIE I TO IS MORTAREO HER TOP RI, O.NZT"N, NUIRIC NPI I AIPRO II U. F.N -1 .. RE III- OR EI­ FILTER I'M III OM_E Z IIIN -IFIRE -E -NI PER ..NIR it O N SITE SOIL. OF .P­ IN I SOIL 1 11 * HILE C­ FREE I-.. I% SEE RIP, NO cm- =00I R�IP 0., .1. Il STINE 11 1 U P-, SIl .1 NENERAL NO- ,.00,­NDRT5 EN. R-N FNEFIL -R EN. of WEEP PIPE - - - I -TER FAERR ONEI END OF WEEP PIPE EOUAL COMIAOTE0 SOL 'FER P", I AND OIOUT (I)-#. I. F.._ OIL I ­N OFER _ N TI PETIR.I. IILL HAS ... ­­- rl �UtECl .PlIl L ­I1AOPDPIL0ANI in al gg --j-dJ 1 mi 00 ._� I , - TIM !MX3 , WALL S�ON - RETAINING WALL ON BOX CUI WALL SECTION - IVIlOH MAX SLOPE ABOVE WALL F U-I BEARING IN CLAYEY OR SANDY SOILS 7 �iwOP L I (WI 1,= In 1111 0 7 I 1 11 I,o J P, (D x < x o NZV , < omag < 0 < . ......... W,­ 1-0. 65, 5.1-8. -0 WALL SECI REFANING WALL BEARING ON BOX CUI JOB NO 828.22 RW3 qa P:DRAL I.1111CF REDE I —LL - - dlI=IIIII=III—ITii as will ICI Il�l�u�—I — — — — — — — — — — — 7,Tim —ul—Ili—IT; 4- ENR REL & R -8 AU& WE, 2.1— ON SITE ED, REACTED ON SEE EKKE FEES — WE ED —1 ERNEE IKEE Al WE ROF-E STORE .. — EOE_ NO — FE-N. STORE S TO BjaaaT as�Fl.lpl' ERJEM%rEKEI EF ER 'ON"'O" NTIERHES ZENE WHERE FIIW�ER�F'�RZD C E� � —N M� WE, —RC TO WE gnaw. O, �E' MORTARED TODEPHER TOP IIII N ON —N.11S .1. IREN N — .1. CO"M r R"T M, RRO, PERNT I —E • ITO ESW— OR FRKE E a— N KITE ITIL —E —NE HER NER — ON —"sP I&ECE EN"'" CEPNEI 1111L OR CONERI _— OR ATr%I —1 SEPER PER NlE L, 'TU ES "END SE "I", ROCK, SEE RII GENERA- ROCK, SEE RRI GEREM S"EE WE IN THE R N— 'DERE -- ZONES H. rSENT D ZN S' IA 11 MEEE D R" MIN 101 1 R' IN M.1 F_ E:E CIPPEERV 8H r ED 'H P-REIRPRIK —N END 11— 1-1 FINE F EIN. OF ED ONE WEST PIPE WEE, "PER ED FOR rEl G—INO WEEP EDm— .11 I'm PIPEE—W WEER PIPE J1, k"z WALLS 14-0' TO 19'-0' TALL TI Qw "W111 IIF PRORC --j-dJ OUOUS !,d N- 1Iq 51 H RMAi'l IEI IF T Z.- C. 0'- V 1� 0. D. D 0� "ONdr—E.IRE SILL IS N ._ ECN.�E Z .11 —NT ARE —N -0' 0.- 3 z/l.0 PC ­0 V W-1 W- —1- 11-1. 1.1. 1 3 11 " _4�' ). D K.- '2w ED I CC WALLS 10'-0' TO 14-0' TALL 8, .0- Ill Q (D 7.1 IS RE.- NOTER , "0 'R R 3 WRE 0 W35 NOE 5 ISE , MIL IIF 1-- 1IN1 E,, < 11 -1 . ......... WIRE SPACING FOR WALLS - VERTICAL FACE WALLS TYPICAL VERTICAL WALL SECTION 1V,11" MAX SLOPE ABOVE WALL WALL SECTION - IV,1014 MAX SLOPE ABOVE WALL 5-1 A 10'-0' AND GREATERBEARING IN CLAYEY OR SANDY SOILS BEARING IN CLAYEY OR SANDY SOILS RW4 _ 1 _ ■L■ I f Ilan II II II 11 %11!�� IIIII II 1r�r■q. ■rr� iri•7 �rN �r"� � ■ems ! • I��=t 'il �F' ! .11r :J ��s !_�.11r� EJ �. ■'� •`I Imo. �' �'-� I I .ter '� 1 Iy.�r ■_� .: �.�� �- .�i lii i .�_ .. ���.. . �i ell � .%�I:�i+ ...�.�. _ e i el f[H©HHH���---:I 1 I f y R�©1-�-■I I Ff© K©.• • Iyy one ■_ •) I■i ■_ r �'r is y ■rri:r SIRS. ■era ■ 3a�- x�a�.. °II 11 II 11 y�=-•�'ll If °II II II II~+���IIII�I °II II II II tom+ ���II I WALL SECTION - IV,IGH MAX SLOPE ABOVE WALL BEARING IN CLAYEY OR SANDY SOILS 150� I >�<ea I �e9 p�R[ (NrspxrvvN�t �� � r seuv 2 TYPICAL WALL SECTION RVS BEARING IN CLAYEY OR SANDY SOILS MAX SLOPE ABOVE WALL IV,IOH MAX SLOPE BELOW WALL IV,4H cwrarc - wrl �571 d��d�TM=Ja� 1 WALL SECTION - 1Vi10H MAX SLOPE ABOVE WALL --- RWS BEARING IN CLAYEY OR SANDY SOILS LAW ` -'jdgJ p�E$sl�g"!g1 �i��esaoas�` stesnesa€�y 1 �14gaa ..1 t:s3a:t8iaS 0 3 p O N F W H O � N H N O N 3 d c r _ w3¢ Z - U < gi a ¢ a N Z 0 3 Q o �m� mag 4P1Eo^ r�q�. 108958�".Y 'zzl �4CExp90� z JOB N0. 828.22 RW5 U I� -Jll�l�lll�llnlll�IlrlllTlll�Tll1- S��„ 3 WALL CROSS SECTION RV6 CONCRETE ENCASED SEWER PIPE THROUGH FOOTING 0 LJ WALL ELEVATION RV6 CONCRETE ENCASED SEWER PIPE THROUGH FOOTING esoa. oC. N. SFROEo ��� I F III 2 RW6 ad 1 ICI I�,I-,11 111,n111„�, � I,�I � I,�I � 1, � I,nl ICI-TI11,n1 I I,n111 R y= ml , a i 3 WALL SECTION W/RCP Q - i< Fy'€xee^os§x gyp - ai m I I —III I I —III —III —III —III —III —III —III I I I I —III —III —III —III —I I ❑� 1—T exu enIX 3 p z � � p �.IT.. L ING BARS w<v 5 o eoTx �o m a � O N 3 I - 5-0- — a3¢ z U a X s 0� o �aoo NZvi 3 — 1—I � �� I1—III-11 I—N I —I I IN I I-LI _ I —I � I� � I� I I —III —III —III —III —I I Q 0 0 < 1-1 I� IMI-1 1-1 III III I� 11 11 l: aF r7ir—nl�n���r—mom 7ir-=ln�rr=m=l 7ir=n1=11 :II1,-,1I1,-,1IIn,llln,llln,lll�II�I1,-,1I,-,1I1,-,1IIn,llln,llln,llln,lll,-,1II IIL- ,_. oeese ! �3 �w06 JOB N0. 828.22 WALL ELEVATION W/RCP RW6 )T USED �i NOT USED Hill --OUS o, 'T —NT wrvo —1 I-T 1.1 11 V I —NI I'll —11 N— Hill: Eaw a Y: L 1 11 .11, PIPE:IgggE ij I 11 am O < < to mc— 1.= &,I d•, j J.. TYPICAL WALL SECTION - TRAIN LOADING ABOVE WALL RN I HERRING IN CLAYEY OR SANDY SELLS MAX SLOPE ABOVE WALL JV14 JOB NO 828.22 MAX SLOPE BELOW WALL JV,SH RW7 T I" S2#5 a 1 T- v.o. OR -WR lI 5-DOLE. -H M ... OR R_ m ll11 2-� -1- 0. ..,0 0 1 1.. 12 fR 0 o 12). #1 0 0. 1" V Y 12- aces #1 0 12' #5 0 9). #4 0 6' 4-6 #1 0 12). #1 1 15- rs 1, 11 W 11 1, as 1 12- j4 1 11- as 0 12- f5 0 0). 0 0 6' 4'-6' #4 0 12' j4 0 15' eee®a 71-10, R. #4 1 11- as ® 12' #5 11 : :2 #1 #5 0 6). "T" -R 0' 1 -o 2 111E -6- 5-- -0. #R j. NT.. , : :22� #4 12' 4 Z' #5 0 6). # 0 6' #4 '4 12' MO-ED RIIP - OR 9.-0. 1 1 11-3. 15 12- _CR_ C_R_ CC,= #1 sG- j5 12- as Q 1? #1 Q 6). f#5 6' #4 12 l/ 10 0 � 0). 0 2, REF711 rET 2 #5 1-Y 14 V JI 0" 1 0 0 0 as #6 . M I III I El I 1- 2 15 1 -0 2 1. 1s 0 14 . 0' 6 I I I H iiiiiii iiiiiii ",III III I 1 2'-" 4-- C-6, -1. #7 0 0 il 6 j4 0 6" 6- . . . . . . . . . . I ..... ..... I 11 1.1 114 712 0 s2 pw =.n,-r.= R T W IRVdIc UV.ve �,,.IE: 11P rx E-OR ED 1�=.`T`­= .1 el T ;A I J I I -I I go - 'tR#TU* 1V"�Mo�I R.R T.1 0 OR -N I. -H-11. MH I MOINT OR _ lI -= I OR N- -0, :C R/A 0 1 2*-1' N/A 14 #4 1 j4 0 12 - , , -0. -, l.- I - #4 1. -6 #1 ,2 es� M-1 "'R To 00"­ #1 12- _RD -TIR MAX P _7020AT #4 .11 W.�E -0. Y I P 11 ' : :)1 1 4' #4 12)l '4 :2' 1 -0 -6. '5 :2)1 :6 # �2 -6: 7#5. 2)1 2- 0 V #5 7- 1 -1" 2--0' ' [ #, 11- WIIE -AL 11INAGE IEE ­9 77-r -&' 15 . 1"'] 1: 1� 12 �TR I -T�R plp-� -R - OF j4 RIP Nw -R- MI -IRII "T, -14 IA 1 -------------- Q¢ x 1ii . . . . . . ..... iiiiiii iiiiiii iiiiiii ....... ....... I - P.— l2hr m I`— `I` "I I`— 11-TIONS o R - :4- CAST IN PLACE CONCRETE VALLS IRVdI MAX SLOPE ABOVE WALL IV21H JOB NO 82822 RW8 I- - - - - - - - - - — — FAR - ONE SEI BE IN THE MORTIR Zo.I AND WALLS 14-0' TO 19'-0' TALL 11 6 1 "DID BRALL BE I ..NT ANN WALLS 10-10' TO 14-0' TALL LEGEND n UR 1�. 11I WE' 3 WIRE A- N� MAY BE " OR -B WD 5 0, , WINE "REL BE ",MD. 5 WIRE - BE E-N- IN - I. AND DREATEE WIRE SPACING FOR WALLS - VERTICAL FACE WALLS Rw 10'-0' AND GREATER T� IF RED. By OR,- AL NERI " ZONE WHERE 'T'. , TO BE EHLEY MORTARED T"'HER TOP, RR". 'FENT A" EA'D PONT "L -E 111E -E BERNI PERowNEA D' or WArEF- ='-.lr7N'R.FOFF'�EARP.MPAREYAOWRB'EE - L-M-TED.1 U,D= l- ED.DU A RNE '._ENI FRI WIFE, PEE FILTER FABRID OVER END OF TG - - - - - - - - - - - -DI (I)-J4 E._ OR ARPMD E� OF , Ot . DEEP . . . . . . . . . . . . . . . . . . . 1/4' p- 1. -j. MTYPICAL VERTICAL WALL SECTION - WALL ON III CULVERT .1NIRAL 11 R%Q I By DREAEM' T ADD Dl ED W/- Fll ARE ARE ERP, R-Y E E .' META�IOSITION' INDI- Z..E WHERE STONE IS TO BE "LLY MORTARED TODETHER TOP 11, FRONT 11 111 POINT AHL FADE RT.NE -1 DRON1 AIR NIR IA WEER E.-E E- IN =I'DRAR'l R"ER DD ENNH ED , F NAH DEAD ED -10 lual 41t �i 11-1 111 1=11D1 AND T., R, WZM H %��DFATE BE FIER FARRI =-R' ARIF.11A .1. BF B, .-D, OR E.-D IRE 1- 00 IF ND.H.RB .-IL R �oEAW FREE "'R CN SEE RW1 D I Qs o E-A HARRID - END F WEEI TIRE CoM­W rP Ro LE 11LOEIIII ra I .r- 1 17 n—T —.— "= = I I. D. 11- 4' 1- '4Z '-;l 1. 1 AW. 1-TOF j TRE'--' UI )'z TYPICAL VERTICAL WALL SECTION Z2 250 PSF FIRELANE SURCHARGE ABOVE WALL BEARING IN CLAYEY OR SANDY SOILS LL a ors: R, jqn;'ilk�gyp 111111-3 I] LE '20 z X, c < 0 0 < JOB NO 828.22 RW9 6Jt I I I I I I I 'a 6J \ yI \� , oixr. s¢ /nwl 6fif -36 fi I �l 2 `G io* h WALL 2 — SOUTH WALL TNI Ol , o1s � I i .� a� A 30 Mn .. R ,. WAB- GNADE BECOWH NT�' , gal I . #4 OO FOOTING REINF. -J�A5 % STEP RW21 STEP IN FOOTING OF RETAINING WALL xrs io* n 50� 2�®R WALL 1 — NORTH WALL NOTE o' REa"�REo"IN'�FGo6NGnON JOINT 3a 1 EXPANSION/CONTRACTION JOINT DETAIL - 25' O.C. MAX RWI SEE WALL ELEVATION FOR LOCATION Ini gxpf�Eggg?�E�„�{�� €40 e�ssi6sa"�eew 0 w - N 3 3 � won �Sw may03 z m�IiP ��o tiASE���. �10895........ Y 'il �.4CEtlg90�� JOB NO. 828 22 RW10 � j Z� INFLUENCE LINE CRIISS SECTION : ) m C C _�...ti` ttt {k'�y 1 } tot 1."SK MASONRY RETAINING WALLS TOBIAS PLACE FAST OF HEMPHILL STREET AND SOUTH OF W BIDDISON STREET FORT WORTH, TEXAS 04 Palkofske Engineering, Inc. Strnclural Engineering Consultants pEs Texas Registration P-4O38 722 Nonh Prelder Road pRN pgTE ° -' gy TJW Nj` TOBIAS PLACE, LP Arlington, 76012 CHK ° _. IHW N ti 2501 N HARWOOD ST., SUITE 2400 ° FALKOFSKE (817)261-830Texas0 DALLAS. TEXAS 75201 NO. DATE REVISION ev m o _�...ti` ttt {k'�y ! } MASONRY RETAINING WALLS TOBIAS PLACE FAST OF HEMPHILL STREET AND SOUTH OF W BIDDISON STREET FORT WORTH, TEXAS Falkofske Engineering, Inc. Strnclural Engineering Consultants pEs Texas Registration F-4038 722 North Fielder Road pRN pgTE ° -' - gy TJw Spe Nj` TOBIAS PLACE, LP Ar lington, Texas 76012 CNx ti 2501 N HARWOOD ST., SUITE 2400 oA. ° FALKOFSKE �gp)zst-gsoo DALLAS. TEXAS 75201 NO. DATE REVISION ev m _�...ti` t4 {k'�y 1 } {ot 1.SK MASONRY RETAINING WALLS TOBIAS PLACE FAST OF HEMPHILL STREET AND SOUTH OF W BIDDISON STREET FORT WORTH, TEXAS Palkofske Engineering, Inc. Strnclural Engineering Consultants pEs Texas Registration F-4038 722Nonh Pr elder Road pRN pglE ° -' gy TJW Nj` TOBIAS PLACE, LP „,,,,,°mc Arlington, Texas 76012 CHK ° _. IHW ti 2501 N HARWOOD ST., SUITE 2400 oA. — ° FALKOFSKE (817)261-8300 DALLAS. TEXAS 75201 NO. DATE REVISION ev m C C _�...ti` t4 {k'�y 1 } tot 1."SK MASONRY RETAINING WALLS TOBIAS PLACE FAST OF HEMPHILL STREET AND SOUTH OF W BIDDISON STREET FORT WORTH, TEXAS Palkofske Engineering, Inc. Strnclural Engineering Consultants pEs Texas Registration F-4038 722 Nonh Prelder Road pRN pgTE ° -' gy TJw Nj` TOBIAS PLACE, LP Arlington, 76012 CHK ti 2501 N HARWOOD ST., SUITE 2400 ° FALKOFSKE (g17)261-Texas 8300 DALLAS. TEXAS 75201 NO. DATE REVISION ev Refomin WW\x%Fnu` J/ Prot Ref. SM132-35 In�Pm s%Fetaln n9�'GI� mr etmlom.11 el R y will�Delelle saea j ff p\wee, 2- WIER PLATES 23' FROM FACE OF BOX VERIFY WITH CIVIL I SEE S6 FOR DETAILS I I I i Retaning Wall r/ Nan -Climbable Fall Proleutlan. fief. —1 32-35 br Retaining Wall DetaNe i W J / / z N D 10 20 �40 / I 'mcI = 20— — T NW:99B"W-i60.� iW=]600 iW=J6,00 BW-6284 BW=6261 • • Deteatlaa P.d • ---�+--K ���_��' _ -- - '-' Pet n W /Nan -Climbable' R VY2'-62.251 1116,12'-.2. .—' Prot-. rRef SAeela \\ Section D-D 1t�. �•� �i / �/- u- l-°°•use• - uw 7, Relainln1e Wall r/ Non-Cl B imbable \ \ _ Iw`]4g5 1 1//•/ •91erm5-eil I / Full Pa 6mRd'hA,l 1 -_-" 1 III /• / 1 I \ 32-35 Iw Retaining wall Details / ] ..I .•iiil /rT/ I� © J ��FF t]._ �•�I��L �� • I!I I I l i � Bw fia]4f • W � • �•• � I ` I � = n s-m'xs'=s3s]� n s1D'x6'=63 n'� °w=sa.o9 •4, • ! Section F-F IM ?1. Ids{ • ,•w I• ; I\11 I'" - \\\ 0 ITX=]].90 TW=]]05 /3W=]]5 • I. I N \ P��.sp Ex. iw=I4951 �iW=]5W • _• 7 r•I• ss xn trade -��_�D • . I '1 ` Relainin9 Wall r/ T, orb] 1' - Ex. to i Prolxtmbable Fall Pr 2-10504' Ru 2:1 Mxx Slaps 4 . of wh eraeej I 1 SAeefell3 - r ffwn of r BW=fi I o MatcM1 _ • '. • • • 1 tan 35! I6' Ilex 6Aet Frvo BW=59 ]0 plate-61.22 a EW=60.90 Ev 120" R 6'x4 =fi] ]5 ar.a w �mtallan92Wull fo 090� mpg PRa h 12'x4'=6x / Rdam ` RBC 9x4=fi]]5 LBW=s9.50 VR �iL 2-12-10'xl4=60 ]5 13-74 A 1-63.)4)B I 11 J H Section 1-1 1. ••� Section G-G Section -H Section J-J % i .Ia9c 3 O O O N aW s o v7 3 Q -� gQX =w 1 ~ �oF wog oo�oO'n¢ - N � Y3 V ±oe"ese J JOB NO. 828.22 SP3 xGa a. GTMEx= / maccrioN ^" m ucaEcnoH / JE �b d xm oiv iuvaaieo ` tk 8 'xd'srtss nnsl a��z�`o in Y' 2RCB WEIR PLATE - CROSS SECTION s p€'�zA"g gn,1 S6ea 9 teeiBss�`68S SS xe er orpxeas � xce ev arx �n _ O O N W H / xor oIPSGUVu+ZEo 'G xm ow n'a G N i/a' Pure N O / DIWECTMN aEG oraEC— 1---------------------r w N x �G x vµaEx aou _ aov- _ e�xa�xd�xx: GroP k o w-------------------- o x w3¢ P J �d o NZv is xm oiv i/v vTMP ; a o 3 Q _ — mog o N O xai ow Gu 1— �o-a z - s/e• cuvuuzeo u�cxax ear Eaoxr ,wo a�cp . minEariury r r1-\ i0E058 ;' 13. RCB WEIR PLATE - TOP VIEW S6 RLB WEIR PLATE -ELEVATION VIEW S6 �a- r•< JOB N0. 828.22 S6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 REINFORCED CONCRETE BOX CULVERT PLAN VIEW aFmnoE co 7 6 �o mEEN�DS rao jsi zm� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �111```1��u-'3' L 11 io xEw P. ll /sIp"ocEw v r vAovm[ coAxmP ix mq a/si vxm e/s�p�[A anAs o [xos IF II II III II -III— 'a o "'�"—"TM �11-111 11-III-III ii-�lesxos�ono PMINToF x z_o � 17, REINFORCED CONCRETE BOX CULVERT CROSS SECTION V+'-e'b• G: MtUrtWI!U�i C- t08959 JOB N0. 828.22 S7 2340 E. Trinity Mills Rd. Ste 220, NOTES SPARS Engineering & Surveying N O I Carrollton, Texas, 75006 Contours developed from 2019 TNRIS UDAR elevation data and EXHIBIT 0 750 1,500 p: 972.233.2288 Survey from SPIARS forthe project site only. Proposed Hydrologic Conditions ,\ O'BRIEN f 972.233.2818 ENGINEERING.INC —.OBrienEng.com Model prepared using XPSWMMIXPSTORM for the Drainage Study 10.0 City of Fort Worth, Tarrant, TX Feet Texas Reoistered Enomeenno Firm F-3758 DS-22-0052.Dare 7/28/2023 oEIJ06# 06UM o ■� :.,.; 9y. `.!try . .. M,, ` - o +� 0 0 695 VICINITY MAP / j N �� 1� I�� j i G ■ 3 ' ���M■ ■� 42 / 2 In roL si5 PROJECT SITE(7oscA�e ©i =� 700 �m — - o �" �� F r6 _� a 6so- sso BIDDI 680 it " \ - r SON_ °° s , , N �95v i.!i d 1 71, o �\ I I o ► w Co f� r I z r 1 I �I �► 1 !� _ �� r o� Mai o — rr. O�� +� le rl fA h,_.5:.r �. I �zr I t w} i> !• �1°4' ■ r� ��`( 5 �� ,_ �i iwl ^ 140 e 1 I = 7 I _ ■ � ,.co � � � 41 � � 1 kft N C 0 ` ..� I a1' 1� =_t rJ IStreeWa "antl Cb _ >, �1 vi en = z d' r • 4 tit ss ->ti. rn 7 Ir oo , {h I I i ! e p S ■ e _ �, :n t butors, CC BV SA IVA cn , — '' '�, =r .In,_ 1r �e� - Ale icoSINN (o oW n �.tYr �► ■-6° 43 _Z do �.,� �.■ rN7 Q ■z �% co C co Q 2 i1 ti rn . ,,_ Il !If _ 8 Y A ti `Yu �i ' �n QW Q III�� f. bso` RIPY .0`eN 0Ii 1s�` s i W6�M �, r: ,rSII ►eh I N moo_' PM, — y� �-:ro°,� `'m ` ` �L' > lo. Q� _`* �sJ i .�Lr # ►ro• I rill 10 re 2 • ��IIhI� d 16 _ I �_ _'Illkt -.�� ■ -� 7; .r >OS%�1 r J~ �. ,.. .I Li 2'' Br"�i- - 670i �..I Will war -,'� ; MT ■ i ,.., O p _ J. _ ! J 1 ' � 2 �S 1� 28 T 710 l9F,,.■ Ct 10 �` � �) (n ��_. , s, I ,� 2 12I' El" , .■ _ �£ d a o ■ �? U f L r� ■ r `-I v' \ o O,p AI \� __ �t Wj�.t {'F wldl ' e_'a7 lJ er 1 �! • I5 Ir, M mot Ill `� r19 o • 66ov _.■ , `r + BUTLER e: it 7 lt Il All r %to L eL wG 1■ r! li mil FA r, ■ ii c, 1 ''I ^ICI ^ i '/. r • r �S` �°w � » +s i I r■.. �� #� ; ' —! �— eft 22 26 I;47iSL6-75 Legend ° Y y� � ll ~ 705 ■Fi 'ii IV d rjog � � � . � I N II h - !Se 'u=Building Footprint 1v 6a5 Y • s C ti r! , } +r Ifrr• .� ter! s8 o r ■ ti �� . .7i so r o r �� 'ItII� `l Iwr QBasin Outline c ',�15•� .1 t ILI 7JlAIf ^o,. �'i ��' o j 68S �i`�..y�— I(il, 24 Model Extents ��. Vmot, t 1* SV. .� 23 �� �{� �' r. .■ ` I ' _ q Proposed Catchments ■ �o K®� I 26 t695 •gym DICKSON 95 �� .�_, ���Index 5 ft Contours ��Intermediate 1 ft Contours A r` {t.fo'G '� i .■ c6901� OFlowType �_695 0715Nis OL ►Concentrated GGOMANoo�_t�aChannel 715� ■1 o t`° `.�* `l M E R ' ` W , •' �i ■ 40 2 s Proposed Impervious Surfaces _ _ .. . o � J .- Pervious BST■. 715 �t •�■ Y e Fa'� �.% o • ` 69° 3�I i!i Pond + o x, �;■ A.-� a -Road li Roof 1 ' 705 O I 2340 E. Trinity Mills Rd. Ste 220, NOTES SPIARS Engineering & Surveying N Carl Texas, 75006 Contours developed from 2019 TNRIS UDAR elevation data and EXHIBIT 0 300 600 p: 972,233.2288 Survey from SPIARS forthe project site only. Proposed Hydrologic Conditions A O'BRIEN f 972.233.2818 ENGiNEEaiNG.INC www.OBrienEng,com Proposed catchment 27 was created from two existing catchments City of Fort Worth, Tarrant, TX �IIIIIIIIIIIIIIIIIIIIIII� Feet Texas Reoistered Enomeenno Firm F-3758 whom were affected by the addition of the Jennings/Butler pond. 10.1 D- 7i28r2023 oEI Joe u MUM Exhibit "C" CITY OF FORT WORTH DETENTION AREA AND RETAINING WALL 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 within the facilities, removing obstructions, blockages, or other adverse effects into, through, or out of the detention system. Inspections of the retaining walls will be required at least twice per annum. Any settlement on the fill side of the wall systems will be corrected by replacing any settlement or degraded fill with common fill and bringing the area back to its designed grade. Visual surface inspections of the retaining walls will be performed bi-annually. Any weed growth on the face of the walls will be removed. Any mortar damage will be repaired and any loose stones will be reset. Any noticeable wall movement, bulging, rotation, grading issues or settlement will be corrected as well. 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 its original lines and grades shown on the approved engineering plans. 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. 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. 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 1 1/19/2020 JLE Exhibit "D" Drainage Channel Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Channel 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 Storm Water Quality Structure Type of Storm Water Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 1 1/19/2020 JLE Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 1 1/19/2020 JLE