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HomeMy WebLinkAboutContract 63868Date Received: 8/27/2025 Permit No.: SWFMA-25-0043 Time Received: 4:43 pm City Secretary No.: 63868 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 26th day of August , 2025, by and between Bair Holdings LLC, acting by and through John C. Riley, its duly authorized Manager, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Leigh Oldham Survey, Abstract No. 1198, City of Fort Worth, Tarrant County, Texas according to the deed recorded in Document No. D223217890, Official 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 South Freewav Warehouse 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 management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that 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 Landowner, its successors and assigns, the location and dimensions of which is shown and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03/01/2022 BN FT. WORTH, TX more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site 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, 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 the safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need 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, 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fail 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, 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. 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. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 ABOVE FACILITY 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 TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner 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 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 100-year frequency ft • • 41 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 on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 26th day of August CITY OF FORT WORTH op��� Jesica McEachern Assistant City Manager City of Fort Worth Date: 08/26/2025 Approved as to Form and Legality: M. lC&vwlt/ An&rsr, M. Kevin Anders, II (Aug 21, 2025 13:38:05 CDT) M. Kevin Anders, II City Assistant Attorney City Attorney's Office Date: 08/21/2025 ATTEST: Jannette S. Goodall City Secretary Date: 08/26/2025 2025. LANDOWNER Bair Holdings LLC a Texas limited liability company By: Central Thesis, LLC a Texas limited liability company its manager By: LJ TNT Holdings LLC a Texas limited liability company its manager rr By: JTB Acquisitions, LLC a Texas limited liability company its anager -A By• hn C. Riley Its: Manager a',�Q FORT �9PP 00 OVB °g d Fain nEowSad Date: $' 1%-1.0Z,S 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 require a ts. Kandice Merrick Planning Manager Date: 08/21/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on August 26th, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Notary Public, State of Texas o Par ads KATHLEEN BRADFORD a Notary Public •O* STATE OF TEXAS `"� Notary LD. 12197197 9'FOFP My comm. Exp. Apr. 12, 2027 . . . . . . . . . . . . . LANDOWNER STATE OF �� § COUNTY OF § BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared John C. Riley, Manager„ 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 Bair Holdings LLC, a Texas limited liability company, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ��, 1/16T , 20 2,%' . Notary Public, State of o�.a•o CHLOE COOK Notary ID #135508091 My Commission Expires March 24, 2029 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN APPROVED WAIVERS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN FORT WORTH a in Fart Worth L-+sw Stormwater Management REQUEST FOR WAIVER FROM CITY OF FORT WORTH — STORMWATER Submitted by: Neal R. Stewart, P.E. Phone: 405-651-3366 Date: 06/09/2024 Company: Clear Point Engineering Email. real@clearpointeng.com Proposed Project Description Name: South Freeway Warehouse Type: Industrial - Warehouse Location: 5921 South Freeway, Fort Worth, TX 76134 Existing Condition (show information on map or drawing) CFW Maintained Facilities: N/A, Only proposed. Existing Right -of -Way for CFW facility: N/A, Only proposed. Topography: 3:1 or steeper from right-of-way to 90' east into property. Other Pertinent Data Related to waiver Request: The sites existing grade is 31 or steeper from the PL/R.O.W. into the proposed development. Waiver Request (include map) Specific criteria you want to vary: City of Fort Worth Stormwater Criteria Manual Chapter 3.8.4.5 Detention Structures Item No. 9. Exterior Grading of Pond not to exceed 4:1 slopes. Explain why the criteria needs to be varied or is not applicable: The existing conditions of the site will not allow grading of 4:1 from the ponds grading extents down to the existing right-of-way or proposed Waterline Easement. The existing grade from the right of way (west property line) to —90' east into the property slopes at 3.1 and even steeper over certain extents. Explain how the basis for the criteria will be .Satisfied: The grading from the west top of berm down to the proposed grading extents will be 4:1. Beyond the ponds grading extents will be matching existing grade which will be 3:1 as noted above List attachments supporting waiver request (preliminary design report excerpt, construction drawings, calculations, photographs, map, etc.: Justification of Decision: existing embankment well established and naturally compacted Notes: Waiver Decision: Accepted❑ Denied ❑ Nolan SchomerDigitally signed by Nolan Schomer Date: 2025.07.30 08:58:41-05'00' Reviewer Signature: Date: 7.30.25 Form CFW-7 CFW- July 2024 161 EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN PRIVATE DETENTION FACILITY MAINTENANCE AGREEMENT A CALLED 57.50 ACRE TRACT LEIGH OLDHAM SURVEY, ABSTRACT NO. 1198 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS Being a 138,302 square foot (3.1750 acre) tract or parcel of land situated in the Leigh Oldham Survey, Abstract No. 1198, City of Fort Worth, Tarrant County, Texas, being part of a called 57.50 acre tract of land described in a Special Warranty Deed to Bair Holdings LLC, recorded in Instrument No. D223217890, Official Public Records, Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1/2" iron rod with yellow plastic cap found in the southeast right-of-way line of South Freeway SR NB (a variable width right-of-way) for the southwest corner of a called 21.383 acre tract of land described in a Warranty Deed to D&KW Family LP, recorded in Volume 12237, Page 1665, Deed Records, Tarrant County, Texas, and the northwest corner of said 57.50 acre tract; THENCE over and across said 57.50 acre tract, the following bearings and distances: South 39°57'59" East, a distance of 103.84 feet to the POINT OF BEGINNING; South 10°36'33" East, a distance of 88.68 feet to a point for corner; South 44°49'47" West, a distance of 51.87 feet to a point for the beginning of a tangent curve to the left; In a southwesterly direction along said tangent curve to the left, whose chord bears South 22°20'28" West a distance of 19.89 feet, having a radius of 26.00 feet, a central angle of 44°58'37", and an arc length of 20.41 feet to a point at the end of said tangent curve to the left; South 00°08'51" East, a distance of 436.21 feet to a point for the beginning of a tangent curve to the right; In a southwesterly direction along said tangent curve to the right, whose chord bears South 40°03'59" West a distance of 64.56 feet, having a radius of 50.00 feet, a central angle of 80°25'40", and an arc length of 70.19 feet to a point at the end of said tangent curve to the right; South 80'16'50" West, a distance of 133.78 feet to a point for corner; South 76°22'53" West, a distance of 35.68 feet to a point for the beginning of a tangent curve to the right; In a northwesterly direction along said tangent curve to the right, whose chord bears North 48°55'18" West a distance of 81.61 feet, having a radius of 50.00 feet, a central angle of 109°23'36", and an arc length of 95.46 feet to a point at the end of said tangent curve to the right; North 05046'30" East, a distance of 163.77 feet to a point for the beginning of a non -tangent curve to the right; In a northeasterly direction along said non -tangent curve to the right, whose chord bears North 03°34'30" East for a distance of 19.44 feet, having a radius of 1085.92 feet, a central angle of 01 °01'33", and an arc length of 19.44 feet to a point at the end of said non -tangent curve to the right, for the beginning of a non -tangent curve to the right; In a northeasterly direction along said non -tangent curve to the right, whose chord bears North 22°05'47" East for a distance of 456.51 feet, having a radius of 1090.92 feet, a central SHEET 1 OF 4 28,705X PRIVATE DETENTION FACILITY MAINTENANCE AGREEMENT A CALLED 57.50 ACRE TRACT LEIGH OLDHAM SURVEY, ABSTRACT NO. 1198 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS angle of 24*09'16", and an arc length of 459.91 feet to a point at the end of said non -tangent curve to the right; North 90°00'00" East, a distance of 106.88 feet to the POINT OF BEGINNING containing 138,302 square feet or 3.1750 acres of land, more or less. Basis of Bearings: State Plane Coordinate System, Texas North Central Zone 4202, North American Datum of 1983, Adjustment Realization 2011. �P�E`OF TF� o .N James L. Marlett Jr., / RPLS No. 6896 JAMES L. MARLETT JR. 05/15/2025 ?� 6896....... .. REVISED: 6/16/2025 O SLI-4Q SHEET 2 OF 4 28,705X I 0 50 100 200 (FEET) ----- 1 inch = 100 ft. pL7 LG �p 1 �GF X\�•� h G�Io�'• OR �1 Uh � � I i � I i I i O I � I POINT OF cOR MENCING S39 5759 "E \ 10J.84' 1766.54' POINT Of - BEGINNING N6 GPI \To�. x 1�v� J� L =20. I J' 7—C4 o�aPc L6 ;p'1,lg0 N85 J4'J6 "W 15.00' i i I h N P1T#3,' f w ') ' P/T#2 BASIS OF BEARINGS.• STATE PLANE COORDINA TE SYSTEM, TEXAS NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983, ADJUSTMENT PRIVATE DETENTION FACILITY REALIZATION 2011. MAINTENANCE A GREEMENT CONTROLLING MONUMENTS: AS SHOWN A CALLED 57.50 ACRE TRACT RAYMOND L. GOODSON JR., INC. LEIGH OLDHAM SURVEY, ABSTRACT NO. 1198 12001 N. CENTRAL EXPY, STE 300 DALLAS, TX. 75243 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 214-739-8100 rlg@rlginc.com SCALE 1 " = 100' DA TE 511JI2025 SHEET J OF 4 TEXAS PE REG #F-493 TBPELS REG #100341-00 ,/OB NO. 1242J. 002.100 E—FILE I 242.%O02.100SWFMA DWG NO.I 28, 705X CALLED 57.50 ACRE TRACT BAIR HOLDINGS L L C INST. NO. D22J217890 O.P.R. T.C. T. LEGEND ........ SKFMA BOUNDARY ........ PROPERTY UN£ O.R.T.GT. ........ DEED RECORDS TARRANT COUNTY, TEXAS O.P.R. T.C.T. ........ O'i7C/AL PUBUC RECORDS, TARRANT COUNTY, TEXAS VOL. ........ WLUME PO: ........ PACE INST. NO. ........ INSTRUMENT NUMBER (CV) ........ CO'V7ROUJNC MONUMENT MIRF ........ 112' IRON ROD INTN YELLOW PLASRC CAP STAMPED ' " FOUND P/ vl :'PROXIMATE L OCA TION OF INDUSTRIAL WASTE PITS VOL. 708J PG. 689 LINE TABLE LINE BEARING L 1 S10 3633 "E L2 S44 4947"W L 3 500 08'51 "E L 4 58076'50 "W L 5 S76 2253 "W L6 N05 46'30"E L 7 N90 00'00 "E LENGTH 88.68' 51.87' 436.21 ' 133. 78' 35.68' 163.77' 106.88' CURVE TABLE CURVE DEL TA RADIUS LENGTH Cl 44 5837" 26.00' 20.41 ' C2 80 25'40" 50.00' 70.19' C3 109 2336'" 50.00' 95.46' C4 1 O1 '33" 1, 085.92' 19.44' rA, JAMES L. MARLETf JR. ...: .................. 6896 CH. BRG. CHORD S22 20'28 "W 19.89' S40 03'59 "W 64.56' N48 55'18 "W 81.61 ' N3 34'30 "E 19.44' C5 24 09'16" 1, 090. 92' 459. 91 ' N22 05'47"E 456, 51 ' ames L. Morlelt✓r., / RPLS No. 6896 0511512025 REVISED: 611612025 BASIS OF BEARINGS- STA TE PLANE COORDINA TE SYSTEM, TEXAS NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983, ADJUSTMENT PRIVATE DETENTION FA CILI T Y REALIZATION 2011. MAINTENANCE A GREEMENT CONTROLLING MONUMENTS. AS SHOWN A CALLED 57.50 ACRE TRACT RAYMOND L. GOODSON JR., INC. LEIGH OLDHAM SURVEY, ABSTRACT NO. 1198 12001 N. CENTRAL EXPY, STE 300 DALLAS, TX. 75243 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 214-739-8100 rlg@rlginc.com SCALE 1 " = 100' DA TE 511 JI2025 SHEET 4 OF 4 TEXAS PE REG #F-493 TBPELS REG # 100341-00 JOB NO. 12423. 002.100 E- FILE 1 242.%002. f00sw mA DWG NO.I 28, 705X EXHIBIT `B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN LEGEND ;� lwSnNo 645 PROPOSED CON TOUR ss8 - EXISTING CONTOUR - - SWFMA BOUNDARY TW 679.20 BW 0 20 40 / I, 689.15 Iril � 4.• 1 (FEET) I / 675.00 s 14' CURB INLET 1 inch = 40 f t. / / 673.60 ' FL 21 "= 682.32 4:1 SET 675.59 ,, III I I / P ' I / / FL54'=668.50 GV1Fi1L0P0AV PR SE I I �11NJ IIII C 689%60 TW 0 15' WA TER & SA / Y / / PROPOSED FACILITY EA E l SWFMA POND OUTLET STRUC. RE.- IPRC - I I BOUNDARY - FL 12`662.00 III hp� J If�' FL 1.5 X1. 5'=666.00 / 662. JO 690.08 TW / f ° / 6 i5.50 681.76 � I / -,� If I, XI I 675.50 r 690.56 TW / 682.00 BW 691.04 TW -�682.2f B�V 691.52 TW f Q662.85 675. �D 682.71 BW 663.17 `-��-L- 4.• 1 SET�I � 663.26 �� J l ` FL 36'= 666.42 9 692 48 TW I / 682 95 BW 1-1 / NO SA AED OR PROPOSED TREES ,tee .01 36'X45 BEND ARE WI THIN THE SWFMA s / FL 36 "= 674.67 BOUNDARY LIMITS ' FL 36'=674.67 g 693.00 TW _ 693.00 BW /T ri EXHIBIT B - OVERALL POND PL % N SOUTH FREEWAY WAREHOUSE CLEAR 1 INT PROJECT DEVELOPER: CPNO�O�� �IENENGINGINEERING 1 . EASTON TURNER 1031 S. FAIRBANKS BAIR HOLDINGS LLC 5933 SOUTH FWY DENISON, TX 75020 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 TELE: (405) 651-3366 DALLAS, TX 75251 DISTRICT 8 NEAL R. STEWART (806) 831-5814 MAPSCO GRID 91T TX PE # 147882 0 20 40 PRO) NLE (FEET) 1 inch = 40 ft.' PROPOSED I\ L I I SWFMA I 1 II BOUNDARY \IIIII� \\ III I II I I� I ICI I I� III i � MANHOLE FL 18"=646.27 FL 18 "'=646.27 ll� \ss'f, 0 679.20 BW 14' CURB INLET \ FL 21'=68232 89.15 TW 689.60 TW 1.04 Bw 1 81.52 BW 45' BEND � \ FL 54 "= 670.54 m W `38 S' 675.50 _ 675.50 .. 10' BERM E 674— PROPOSED 12-ALAR W�! - SWFMA BOUNDARY �z 60 60 XMA T = 4. 1 SET- Q� F'Lcr FL54 "=668.50 \\\\\\ \\ '� \ 675. 573. 0 � \ 8' � � PROPOSED 18" POND OUTFALL �\ �� SWFMA CONNECT NLT E O EXIST. CURB \\ \\ BOUNDARY FL 18 "=641.44 NO SA QED OR PROPOSED TREES ARE WI THIN THE SWFMA ss \ \\ \ \\\ BOUNDARY LIMITS EXHIBI T B- POND PL AN I SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: EASTON TURNER BAIR HOLDINGS LLC 12404 PARK CENTRAL DR. #250-S DALLAS, TX 75251 (806) 831-5814 CPN: 106096 5933 SOUTH FWY FORT WORTH, TX 76134 DISTRICT 8 MAPSCO GRID 91T CLEAR POINT ILIENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 0 20 40 (FEET) \ \ \ = 1 inch = 40 ft. \ `g \\\p Q \ `�691.52 TW QLlj 1��N2.71 BW 692.0 TIAL 690 TA I W 4 69056TW JiLB l., i , fc.4 68C C81 �� -4 � � A N � � � 6-7c - 10' BERM ELEV. 67\5.5 675.50 675.50 PROPOSED \ 675.50�69� SWFMA BOUNDARY i IOO� AR W.SEL = 679. 60� 7`' �^ZT---------- ----y-------- m 18" OWFALL ap RCP �W 4 rrrmfi ` BOUNDARY �\ \\s 6960\ EXHIBI T B - POND PL AN 2\ SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: EASTON TURNER BAIR HOLDINGS LLC 12404 PARK CENTRAL DR. #250-S DALLAS, TX 75251 (806) 831-5814 CPN: 106096 5933 SOUTH FWY FORT WORTH, TX 76134 DISTRICT 8 MAPSCO GRID 91T CLEAR POINT ILIENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 .0 -'iiiiim 0 202"10`` 40 (FEET) 1 inch = 40 ft i2.0 � � 8 TW 4.• 1 SET d682.45 FL J6`--666.42 TO POND J6'X45 BEND FL J6 "= 674.67 \ FL J6 " 674.67 -7 J� EXHIBI T B IN 0 nn = �1 I l i T� I \ 68 S I NO SA VED OR PROPOSED TREES \68�ARE WITHIN THE WFMA BOUNDAR Y UMTS 'L A N `3 SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: EASTON TURNER BAIR HOLDINGS LLC 12404 PARK CENTRAL DR. #250-S DALLAS, TX 75251 (806) 831-5814 CPN: 106096 5933 SOUTH FWY FORT WORTH, TX 76134 DISTRICT 8 MAPSCO GRID 91T CLEAR (POINT 1�, ENGINEERING 1031 S. FAIRBANKS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 TT 4���Tl -L-I � �"mmmm MA TCH I INE.• RE- EXHIBIT F I I I 1 r QL i C�z SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: CPN: 1 �6�96 EASTON TURNER BAIR HOLDINGS LLC 5933 SOUTH FWY 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 DALLAS, TX 75251 DISTRICT 8 (806) 831-5814 MAPSCO GRID 91T O O 0 0 N 0 PROFILE SCALE Z 0 v 00 s HORIZONTAL: 1 "= 40' VERTICAL: 1 "=10' O O CLEAR POINT ENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 \ 1 `\` I � W Lj I \ I Z I � o 1 i I C O �< Lr PROFILE SCALE HORIZONTAL: 1 "=40' AM T(;H LWt: ME.• EXHIBI T t VERTICAL: 1 "=10' SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: EASTON TURNER BAIR HOLDINGS LLC 12404 PARK CENTRAL DR. #250-S DALLAS, TX 75251 (806) 831-5814 CPN: 106096 5933 SOUTH FWY FORT WORTH, TX 76134 DISTRICT 8 MAPSCO GRID 91T CLEAR POINT ENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 1 I I V c I i I `c I L< I SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: EASTON TURNER BAIR HOLDINGS LLC 12404 PARK CENTRAL DR. #250-S DALLAS, TX 75251 (806) 831-5814 CPN: 106096 5933 SOUTH FWY FORT WORTH, TX 76134 DISTRICT 8 MAPSCO GRID 91T W QhQ os> �7 WW Q) 0 m O O PROFILE SCALE HORIZONTAL: 1 "=40' VERTICAL: 1 "=10' CLEAR POINT ENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 SOUTH FFEBIAYVAE3-0LklEOEBv-n0N - STACEST0RV3Eas0-AR3E0UTRfr INFLOW SrOWE SrORPLE EWAl1ON OUJL M LATE -nME (G:E) (PTJRE-FT) (R`) (FT) iCFS, 1-Jan-25 Q00 0 0 0 6625 0 1-Jan-25 1210 223.3 6.8 296208 671.2 34 1-,an-25 0.10 1.8 0 0 6626 1 1-Jan-25 1220 88.1 8.2 357192 6723 37.3 1-Jan-25 0.20 2.2 0 0 6627 1.7 1-Jan-25 123D 51 8.6 374616 6725 38.1 1-Jan-25 0.30 2.2 0.1 4356 6628 2 1-Jan-25 1240 37.4 8.7 378972 6726 38.2 1-.Jan-25 Q40 2.3 0.1 4356 6828 21 1-Jan-25 1250 31.1 8.6 374616 6725 38.1 1-,Jan-25 0.50 2.3 0.1 4356 6628 22 1-Jan-25 13:00 27.1 8.5 37029D 6724 37.8 1-,Jan-25 1:10 2.3 0.1 4356 6629 23 1-.tan-25 13:10 22.7 8.3 361548 6723 37.5 1-,Jan-25 1:20 2.4 0.1 4356 6629 23 1-Jan-25 13:20 20.3 8.1 3528M 6722 37 1-.Jan-25 1:30 2.4 0.1 4356 6629 23 1-,bn-25 13:3D 18.6 7.9 344124 672 36.6 1-.Jan-25 1:40 2.4 0.1 4356 6629 24 1-Jan-25 13:40 15.3 7.6 331056 671.8 35.9 1-,Jan-25 1:50 2.5 0.1 4356 6629 24 1-Jan-25 13:50 13.9 7.3 317988 671.6 35.3 1-,Jan-25 200 2.5 0.1 4356 6629 24 1-Jan-25 14:00 13 7 304920 671.4 34.6 1-,Jan-25 210 2.5 0.1 4356 6829 25 1-Jan-25 14.10 12.2 6.7 291852 671.1 33.8 1-.Jan-25 220 2.5 0.1 4356 6829 25 1-Jan-25 14.20 11.6 6.4 278784 670.9 33.1 1-.Jan-25 230 2.6 0.1 4356 6629 25 1-Jan-25 14:3D 11 6.1 255716 670.7 32.2 1-,Jan-25 240 2.6 0.1 4356 663 26 1-Jan-25 14:40 10.5 5.8 2525548 670.4 31.4 1-,Jan-25 250 2.7 0.1 4356 663 26 1-Jan-25 1450 10 5.5 23959D 670.2 30.6 1-.Jan-25 3:00 2.7 0.1 4356 663 26 1-Jan-25 15:00 9.6 5.3 230868 689.9 29.7 1-.Jan-25 3:10 2.7 0.1 4356 663 27 1-Jan-25 1510 8 5 2178M 669.7 28.7 1-,Jan-25 3:20 2.8 0.1 4356 663 27 1-Jan-25 15:20 7.4 4.7 204732 669.4 27.6 1-,Jan-25 3:30 2.8 0.1 4356 663 27 1-Jan-25 15.30 7.1 4.4 191664 689.2 25.6 1-,Jan-25 3:40 2.9 0.1 4356 663 27 1-Jan-25 15:40 6.9 4.2 182952 668.9 25.5 1-Jan-25 3:50 2.9 0.1 4356 663 27 1-Jan-25 15:50 6.6 3.9 169884 668.6 24.3 1-,Jan-25 400 2.9 0.1 4356 663 27 1-Jan-25 1600 6.4 3.7 161172 668.4 23.1 1-,Jan-25 410 3 0.1 4356 663 28 1-Jan-25 16.10 6.2 3.4 148104 688.2 21.9 1-,Jan-25 4:20 3 0.1 4356 663 28 1-Jan-25 16.20 6 3.2 139322 667.9 2D.7 1-.Jan-25 430 3.1 0.1 4356 663.1 28 1-Jan-25 163D 5.9 3 1306M 667.7 19.3 1-.Jan-25 440 3.2 0.1 4356 663.1 28 1-Jan-25 1640 5.7 2.9 125324 667.5 17.9 1-,Jan-25 450 3.2 0.1 4356 663.1 29 1-Jan-25 1850 5.5 2.7 117612 667.3 16.5 1-,Jan-25 5:00 3.3 0.1 4356 663.1 29 1-Jan-25 17:00 5.4 2.6 113256 667.2 15.1 1-,Jan-25 510 3.3 0.1 4356 663.1 29 1-Jan-25 1710 5.3 2.4 104544 667 13.6 1-.Jan-25 5:20 3.4 0.1 4356 663.1 3 1-Jan-25 17:20 5.1 2.3 100188 686.9 11.8 1-,Jan-25 530 3.5 0.1 4356 663.1 3 1-Jan-25 17:3D 5 2.3 100188 666.8 9.6 1-,Jan-25 5:40 3.6 0.1 4356 683.2 3.1 1-Jan-25 17:40 4.9 2.2 95832 666.7 7.8 1-Jan-25 550 3.6 0.1 4356 663.2 31 1-Jan-25 17:50 4.8 2.2 95832 635.7 7.8 1-.Jan-25 600 3.7 0.1 4356 663.2 32 1-Jan-25 18:00 4.7 2.1 91476 686.6 7.7 1-,Jan-25 610 4.2 0.2 8712 663.2 3.2 1-.Jan-25 18:10 4.2 2.1 91476 686.6 7.7 1-,Jan-25 620 4.4 0.2 8712 663.3 3.3 1-Jan-25 18:20 4 2 87120 666.5 7.6 1-,Jan-25 630 4.5 0.2 8712 653.3 3.4 1-Jan-25 18:30 3.9 2 87120 665.4 7.5 1-.Jan-25 6.40 4.6 0.2 8712 653.3 35 1-Jan-25 18.40 3.9 1.9 82764 686.4 7.5 1-.Jan-25 650 4.7 0.2 8712 663.4 36 1-Jan-25 18:50 3.8 1.9 82764 666.3 7.4 1-,Jan-25 7:00 4.8 0.2 8712 663.4 3.7 1-Jan-25 1900 3.7 1.8 78408 688.2 7.3 1-,Jan-25 710 5 0.2 8712 663.5 3.7 1-Jan-25 1910 3.6 1.8 78408 686.2 7.3 1-,Jan-25 7:20 5.1 0.3 13068 653.5 38 1-Jan-25 1920 3.6 1.7 74052 686.1 7.2 1-,Jan-25 730 5.2 0.3 13068 653.6 39 1-Jan-25 193D 3.5 1.7 74052 686 7.1 1-.Jan-25 7:40 5.4 0.3 13088 663.6 4 1-Jan-25 1940 3.5 1.6 69696 686 7.1 1-,Jan-25 750 5.6 0.3 13068 663.7 4.1 1-Jan-25 1950 3.4 1.6 69896 665.9 7 1-,Jan-25 8:00 5.7 0.3 13068 663.7 4.2 1.3n-25 2(i00 3.3 1.5 65340 685.8 6.9 1-,Jan-25 810 5.9 0.4 17424 663.8 4.3 1-Jan-25 20:10 3.3 1.5 65340 665.7 6.8 1-.Jan-25 8:20 6.1 0.4 17424 663.9 4.4 1-Jan-25 2020 3.2 1.4 60984 665.7 68 1-,Jan-25 830 6.4 0.4 17424 653.9 4.5 1-Jan-25 2Q3D 3.2 1.4 60984 685.6 R7 1-,Jan-25 8:40 6.6 0.4 17424 664 4.6 1-Jan-25 2Q40 3.1 1.3 5E628 655.5 6.6 1-,Jan-25 850 6.9 0.5 21780 664 4.7 1-Jan-25 20r.50 3.1 1.3 58M 665.4 6.5 1-.Jan-25 900 7.2 0.5 21780 654.1 4.8 1-Jan-25 21:00 3 1.3 56828 665.4 64 1-,Jan-25 9.10 8.7 0.5 21780 654.2 4.9 1.3n-25 21:10 3 1.2 52272 685.3 6.4 1-,Jan-25 9.20 9.3 0.6 25136 654.3 5.1 1-Jan-25 21:20 3 1.2 52272 685.2 6.3 1-,Jan-25 9.30 9.8 0.6 26136 664.4 5.2 1-Jan-25 21:3D 2.9 1.1 47916 685.2 6.2 1-,Jan-25 9.40 10.2 0.7 30492 664.5 5.4 1-Jan-25 21:40 2.9 1.1 47916 665.1 61 1-.Jan-25 9.50 10.8 0.8 34848 654.6 5.5 1-Jan-25 21:50 2.8 1 43580 685 6 1-.Jan-25 10.00 11.4 0.9 392D4 654.7 5.7 1-Jan-25 220D 2.8 1 43550 665 6 1-,Jan-25 1Q10 12.1 0.9 39204 664.9 5.9 1-Jan-25 2210 2.8 0.9 392D4 664.9 5.9 1-,Jan-25 10.20 12.9 1 43580 685 81 1-Jan-25 2220 2.7 0.9 39M4 664.8 5.8 1-.Jan-25 1Q30 13.9 1.1 47916 665.2 6.2 1-Jan-25 223D 2.7 0.9 39204 664.7 5.7 1-.Jan-25 10.40 16.9 1.3 56628 685.4 6.4 1-Jan-25 2240 2.7 0.8 34848 664.7 5.6 1-,Jan-25 1Q50 18.8 1.4 60964 685.6 6.7 1-Jan-25 2250 2.6 0.8 34848 664.6 5.5 1-,Jan-25 11:00 20.6 1.6 69696 665.9 7 1-Jan-25 23.00 2.6 0.7 30492 664.5 5.4 1-.Jan-25 11:10 24.7 1.8 78408 686.2 7.3 1-Jan-25 2310 2.6 0.7 30492 654.5 5.3 1-.Jan-25 11:20 28.3 2.1 91476 686.5 7.6 1-Jan-25 23:27 2.5 0.7 30492 654.4 5.2 1-,Jan-25 11:30 33 2.4 104544 666.9 12.2 1-Jan-25 23:30 2.5 0.6 26136 664.3 5.1 1-,Jan-25 11:40 42.8 2.7 117612 667.3 16.2 1-Jan-25 23:40 2.5 0.6 25136 664.3 5.1 1-,Jan-25 11:50 60.3 3.1 135036 667.8 19.8 1-Jan-25 23:50 2.5 0.5 21780 664.2 5 1-.Jan-25 1200 139.5 4 174240 668.7 24.8 1-Jan-25 2358 2.4 0.5 21780 664.2 4.9 NO SA VED OR PROPOSED TREES RE W1 THIN SWFMAABOUNDARY THE %MITSEXHISI T B - S TA GEIS TORA GE DISCHA RGE SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: EASTON TURNER BAIR HOLDINGS LLC 12404 PARK CENTRAL DR. #250-S DALLAS, TX 75251 (806) 831-5814 CPN: 106096 5933 SOUTH FWY FORT WORTH, TX 76134 DISTRICT 8 MAPSCO GRID 91T CLEAR � POINT ENGINEERING 1031 S. FAIRBANKS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 1 0 150 300 (FEET) 1 inch = 300 ft. i OS34 Iz., ' N89 32 47 F 1766. / 70 �- , I LorY I Lori 71 -� ! u; PRC or RB3D ; II ) PRBI PRB�ti" 69�i M = �, — � ('AFL OOR— J `- 1 \ k _ \ I � — l\� \ 1 L �^ OSB2 r, Y I •J �S (` � 1 ��. �I � LOT IY i� LOl ■i- - PR84 0 \� corm Lor PRA . ............... III -- / -- '`— � Lo osA1 589 49'= 2078.06'L"� OSBs OSA2 NO SA VED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS EXHIBI T B - DRA INA GE % RE% IVI% P SOUTH FREEWAY WAREHOUSE CLEAR POINT PROJECT DEVELOPER: CPN: 106096 C ENGINEERING EASTON TURNER 1031 S. FAIRBANKS BAIR HOLDINGS LLC 5933 SOUTH FWY DENISON, TX 75020 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 TELE: (405) 651-3366 DALLAS, TX 75251 DISTRICT 8 NEAL R. STEWART (806) 831-5814 MAPSCO GRID 91T TX PE # 147882 •i/ 670 ../ 650 ME* 630 I.J G 0 y �v SD-52 >I I C n c, h4. u7 L,f. LL—1,7 MCI` n A 79 0* 00 1 f 00 2f 00 3f 00 3f 60 .•/ • i/ 670 .. / 650 6j0 NO SAVED OR PROPOSED PROFILE SCALE TREES ARE WITHIN THE HORIZONTAL: 1 "=80 SWFMA BOUNDARY LIMITS VERTICAL: I "=8' EXHIBI T B- POND OU TF-A L L PFOFIL E SOUTH FREEWAY WAREHOUSE CLEAR PROJECT DEVELOPER: CPN• 106096 I E POIN ENGI NEERING EASTON TURNER 1031 S. BAIR HOLDINGS LLC 5933 SOUTH FWY DENISON, TTX X 7502020 12404 PARK CENTRAL DR. #250—S FORT WORTH, TX 76134 TELE: (405) 651-3366 DALLAS, TX 75251 DISTRICT 8 NEAL R. STEWART (806) 831-5814 MAPSCO GRID 91T TX PE # 147882 EMERGENC Y 0 VERFL OW WA TER SURFACE WHEN ELEVA TION EXCEEDS 673.60' 0100=269.00 CFS TOP OF BERM 675.00' �iii iIFF l-1T- i-I11Ill liii� n EL 674.97' 4 �1 EL 673.60' 4- THICK J, 500 PSI CONCRETE I 56 5.6'_� 4" THICK AGGREGATE BASE 50'WIDE EMERGENCY OVERFLOW WEIR N1S PROPOSED Rnk--.3.snn i R- GRADE 0100 ELEV 672.60' THICK WALLS & 8" BASE Wlf4 REBAR (GR.60) 012- OC OUTLET BOX RIM OUTLET STRUCTURE TR 668.25' FL: 662.00' 05 ELEV 669.10 i 1.5x>.5 i t CENTER ELFV 666.75' WEIR 1 � I OPENING Of ELEV 66740 CONCRETE ELEV 666.00' TRICKLE 18" PIPE CHANNEL (BEYOND) 4 = 18" CENTER ELEV 662.75' l 1 lE CENTER ELEV 662.50 / OUTLET BOX � _ELEV 662.00' / —` � RIM ON SUBGRADE COMPACTED AT 95/o OF MAX DENSITY PROFILE VIEW BOX DETAIL DETENTION OUTLET STRUCTURE PLAN VIEW NTS TOP OF SOD MIN. 1" ABOVE /-CONTINUOUS POUR CONCRETE GRADE VARIES 6 (4 HORIZ• 1 VERT MAX) = I� - 6-0" 19 SLOPE MIN) 11� _ =11L + - - �I ll_ UNDISTURBED SOIL .19 4�Il I OR ENGINEERED 2 FILL 111 �ll_III � __- II='_l1=III ail 111-Ill �ll_ - - � II,,,�TI,II�II� II��II�IIT�IITIIT"IT'�Ill�ll�l Ill_III�„ITI.�� FLUME TO BE SCORED 3' CURTAIN WALL 9 SECTION 1" DEEP @ 10' C/C EACH END, 100' MAX INTERVAL POND PILO T CHANNEL N]5 NO SA VED OR PROPOSED EXH151 T B POND DE Tel lL S , TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS SOUTH FREEWAY WAREHOUSE CLEAR PROJECT DEVELOPER: ��I P O I N EASTON TURNER CPN• 106096 ENGINEERING 1031 S. BAIR HOLDINGS LLC 5933 SOUTH FWY DENISON, TTX X 7502020 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 TELE: (405) 651-3366 DALLAS, TX 75251 DISTRICT 8 NEAL R. STEWART (806) 831-5814 MAPSCO GRID 91T TX PE # 147882 N O r t7' -9�ooy Ooyzdzd �C) T N C� Icy Uj ill O cn T^ vl O y O O W � / ) O VM1 l'J z m M 0 XDmZ -ur.-.U)� Z cn�= D Z Or D aoo*��DA� w D W o z m N 0 O Cn Z 7 selNy Pipe (If reeuliedl 1r `x RCP tp 3P - 4rR[P BMr Cength Varies Nex Ep Spa M IP Nax tr i sarety Wce N r ar ragmredi �J PLAN VIEW - 12" THRU 24" (sMwing We. end term....) 4 A et loel. b s[eP srope E Oand � _______ TOP /ace of It— mitered r.m or sa(etY end treMmen[ y 3 r Q i S/ePeO g $ I e `'in1f' � Floa RM _________ .. .,- I.. _. ,.., Pipe wall enirhrress INinl J sloce as pnown elsewhere In tM plans sloce a 6:I er flatter Is requlretl Ter veNcle sarety. O Provide cement etabllized bedding aM betkful he x[ordan[e wits tM /tem,'Excavetion aM —fill for struetures.' eedding ant -e1111 Is considered so e—r, to tM Rem .1 safety EM Treatment'YeiYeP [omrete rlprap is pMl/led arannd the Wecy end creatmeM, bazh(ill as dir-beef by Engineer. 3O""IM tf5 r o/ void between precast en0 with coMrNe rl", Comrete dyrsp !s mnslderM subsld)ary to tM Rem 'sa/ety End Treetmen[.' (DAdJust clear diet... between plow to sz/etYeeM treatmeMs.m distance MMeen QSafety plpe runners ere raquo-ea /or .1t)pi. plebe [ulveQs w/tn more men Mo plebes. P/q D/a Saety p/pa rumor en)zed 5 Ce g I 1 [ Iwith wa:Mre rs hM inserts se(etY yi runn f RY01 (I�epulred)r e M.. • 0 �& l ^ INSTALLATION DETAIL FOR ��` \ SAFETY PIPE RUNNERS 111 (1( required) LONGITUDINAL ELEVATION - 12" THRU 24" (SMWl.9 spiel, eM [omw[rian.) SECTION A -A O P M/n 3 �1 MULTIPLE PIPE INSTALLATION q DA, ( V Galvan/zed steel he Saeety pipe lth wasMrs ant Inserts u ' �—y PIpe runner m E' intended • . .° °" El.-elne "Pes (Mill OPTION A P/pe Dle g th Darvanlaea seer epos SNery pipe � with was Mrs and Inserts runn Sap line o/ tety Olpe runner or Threeeed tb i Flmrline /nmrt a/ce w.0 hlnkrress (NI ) OPTION B END DETAILS FOR INSTALLATION OF SAFETY PIPE RUNNERS Of —Irtd) REQUIREMENTS FOR CULVERT PIPES AND SAFETY PIPE RUNNERS NIDn "I Re- Pipe Runner Requlretl Pipe Runrmr Srze: Req I—eMf Pill Requirements az 'eh' Pipe Wall hill Tapered fsq. In. per Max of SM& -"Pie Nominal I.O. Thickness 0.0. EM 11. of Pipe) Slope Unit PIP. Pipe D. O.D. 1. lr r 16' iP O.W Circ.-0' No 1— 3sPIT 3.068' clr[. 6:1 9-8' o S PSTD 3.sOP 3.068' OD]Circ. 6:1 Y-3' 0 6 x— 3.SOP 3.U68' zr r # zr D.w nr[. 6e 1D-P be s I•Itl aZ 3.O6s # 3YI 3r 31• 0.18 C/rc. 6:1 IS-r No es rSTD 4.90P # r K 3P 0.19 E11ip.1 1S-4' Yes Yes r STD 4.SOP 4.026" 4r 4 Pz' sl' 41 )$' O.g3 EIRp. 6:1 18-T' Yes Yes r STD I.sPIT 4.OZP MATERIAL NOTES Get (NPL P vide P/pe runners meeting the requirements of —1 M3 (type E or s, 0r e), A—.. 0r A or API SIXSI. Galvanize steel romp h— -.pt retn/orchW zceel alter /abr)cazion. Repelr galvanizing damaged during —,hart ar construction In xcordame P,ilb the specrficarions. GENERAL NOTES: be _,selet end treatment for reinforced [oMrete r (RCP m er TYPE it end treatment as specified M Item I61, safety end whenlPI... -let, end creazmeM Is used as a —hetrele alternate M RCP, rrprep will Trot be required unless noted orh ef- on ttP plans 'Bel r- colt et sPipe - to ecco a n e with -1 specirlcazl n�a' C-)6, 'less ill, Well B /or nrculer Plebe. de precast I-- ele seclf— wleh a spi9et or bell end for ro�parl Lilly to upstream or downstream eW c_tlohe with su//Ic/ent an Jar spec. I. allow rot group mortar, cold epplied asphalt jolts [ompouM or pre -formed Plastl[ gasket material. Nettles oI l/lung — be Provldeb by the manufacturer for ease of 1 �, unloa , ant I.'allazlon. Pip. runners are designed for a traversing load be 10,000 the Pe Yield he meMed by Resear h Pe I z8121. lelelysTre 1-1 o/ allel-Oreln Roaeside Parage Srcwctur-. eras ran portatlon Institute, March I — ANEW eMg. Ohlebn lexec OeperhYlaMMRwnaporbWon SbrW.M PRECAST SAFETY END TREATMENT TYPE II — PARALLEL DRAINAGE PSET-RP �fm p Rk et I— s 0 400 800 (FEET) 1 "=800' 04 Y NO SA QED OR PROPOSED EXh'IBl T B V/ (1//v/ T Y MA P TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: CPN: 106096 EASTON TURNER BAIR HOLDINGS LLC 5933 SOUTH FWY 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 DALLAS, TX 75251 DISTRICT 8 (806) 831-5814 MAPSCO GRID 91T CLEAR PINT IiLIENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 0 100 200 (FEET) 1 inch = ft' ROCK CHECK DAM INSTALL INLET 4 l ROCK CHECK DAMA I / MAO- • 46 m mp ■ ■ NO SA VED OR PROPOSED TREES ARE - WI THIN THE SWFMA BOUNDARY LIMITS Y RIP RAP � N89'J2'4 "E . 1766.54' = aysTALc InaEr PROTEcnaN _ ,ej � ri r �' IT14 57.50 R ry0 _ TR�i/ JL /NC LLB' o N� NO. 92� O� t . T.C.T. Oro INSTALL INLET PROTEcmw fill i !l' IILll?JLUI111itlNaiiliii ;i 6 INsrALL n Fcnav ` MSTALL NVLET PROTECn r -GAS {� INSTALL INLET PROTECnON - - — - _vr ---------------=-'-r =--~---------- -� =S89 49'50 "W INSTALL INLET PROTECTION INSTALL SILT FENCE LOTS, BLOCK 1 ORGANIC FIL TER TUBE H ALCON ADDITION INSTALL 50' TEMPORARY VOLUME 388-136, PAGE 33 CONSTRUCTION ENTRANCE P.R. T.C. T. EXHISI T S - EROSION CONTROL PLAN SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: CPN: 106096 EASTON TURNER BAIR HOLDINGS LLC 5933 SOUTH FWY 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 DALLAS, TX 75251 DISTRICT 8 (806) 831-5814 MAPSCO GRID 91T CLEAR 1�4 POINT ENGINEERING 1031 S. FAIRBANKS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 SILT FENCE (MIN. HEIGHT 24° ABOVE EXIST. GROUND) COMPACTED EARTH OR ROCK BACKFILL 1 1/2° 4' LENGTH (MIN.) FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT = 1' WIRE MESH BACKING SUPPORT 4X4-W1.4XWI.4 MINIMUM ALLOWABLE FABRIC TOE -IN SILT FENCE ..I"N.T.S SILT FENCE OVERFLOW STRUCTURE N.T.S LENGTH AS SHOWN ON PLANS GRADE TO PREVENT RUNOFF FILTER FABRIC FROM LEAVING STYE 6" MIN. PAVED SURFACE EXISTING GRADE PROFILE VIEW N,T.S. RADIUS = f� MIN. .. . I I _ LENGTH (MIN. 50') _ GRADE TO DRAIN AWAY FROM I STARIUTATION AND STREET PAVED SURFACE I I I si. A / I TRANSITION TO I PAVED SURFACE 1 R;nM. I WIDTH (W) 20' MIN. FOR < 5 AC SITES 6" MIN. TOP OF 30' MIN. FOR > 5 AC SITES STONE, EACH SIDE OF SILT FENCE Mb..yd..m. �7ISILT FENCE 5 AUG"23I' 1020A' SACK GASION$ FLOW SACK GABION CHECK DAM PLAN VIEW 3/4' DIA RERAR STAKES N.T.S. 3' MAX SPACING A 8 POINT B MIN 5' =- \ ABOVE POINT A SACK GABION CHECK DAM VIEW LOOKING UPSTREAM N.T.s. 4, _ I caLvawz� inESH wTYPICAL SACK CABION N.T.S. PLAN VIEW N.T.S EXIT MUST BE SLOPED SO THAT STORM WATER IS NOT ALLOWED TO LEAVE THE SITE AND ENTER ROADWAYS STABILIZED CONSTRUCTION I — ""e EXIT I AU7'23 IA 1070A " SAM CARION CHECK DAM GFNFRAI NI NOTES' ACTUAL DIMENSIONS OF THE CHECK DAMS 1. ACTUAL DIMENSIONS OF THE CHECK DAMS SHALL SHALL BE DESIGNED BASED ON FLOW BE DESIGNED BASED ON ROW QONDITIONS IN CONDITIONS IN THE DRAINAGE SWALE OR THE DRAINAGE SWALE OR DITCH. DITCH. HEIGHT (H) AND SPACING (L) OF CHECK DAM AS PROVIDED IN PLANS BY 2, HEIGHT (H) AND SPACING (L) OF CHECK CAM A$ ORDER OR OWNER'S REPRESENTATIVE. PROVIDED IN PLANS BY OWNER OR OWNER'S PROVIDE CALCULATIONS LPON REQUEST REPRESENTATIVE. PROVIDE CALCULATIONS UPON OF THE RENEWING AGENCY. REQUEST OF THE REVIEWING AGENCY. SACK GABION CHECK DAMSI----'— AU7'23 1080°GN° SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: CPU: 1 �6�96 EASTON TURNER BAIR HOLDINGS LLC 5933 SOUTH FWY 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 DALLAS, TX 75251 DISTRICT 8 (806) 831-5814 MAPSCO GRID 91T J (Q) l \ O v Z 0 0 1� NO SA QED OR PROPOSED TREES ARE WI THIN THE SWFMA BOUNDARY LIMITS CLEAR liLlPOINT ENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882 SEC, OF S"i DIRE TEMP. CONTRI (12 I FILTER TUOE 'DIAMETER i2' MINIM' OR AS SPECIFIED OR PLAN METAL OR WOOD _ STAKES 6" MIN. FLOW -—FLOW I I i STAKE ON NH ILL .�. SIDE OFLOG AG NEEDED " � INLET TO HOLD IN PLACE (TYPICAL) FILTER TUBE AREA _ INLET PROTECTION PLAN VIEW ^—' ". JJOS TIGHTLY JM 7T1:LY SURROUND GE ACCESS TO )RAIN INLETS W1TH N CONTROL LOG 2'. Z'WOOD OR METAL EROSION CQN TROL LO STAB' d OTO E'LONPLACE EXCAVATED(AS SHOWNRATERIALON UPHILL THROUGH THE SIDE OF EROSION I TUBE) 12' DIAMETER MINIMUM NOTE: COMPACT EXCAVATED SOIL TO PREVENT UNDERCUTTING. EMBEDMENT EXAMPLE FOR FILTER TUBE N.T.S.. FILTER TUBE "Y" INLET PROTECTION CROSS SECTION N.T.S. FILTER TUBE DIAMETER m IT MINIMUM OR AS SPECIFIED ON PLAN METAL OR WOOD _ STAKES z DROP N INLET 4 r FILTER TUBE DROP INLET PROTECTION CROSS SECTION N.T.S. GNtl I® tad d Coneisb FILTER TUBE AREA 2Z1 INLET PROTECTION � AIJ"23 1717 F NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS NOT ALLOWED ON ACTIVE CITY STREETS UNLESS APPROVED BY CITY 1. DOUBLE WRAP OF FLEXIBLE WIRE MESH EXTENDED WRAPPED WITH MESH OPENING FILTER MATERIAL 3/4" MAX., OR 24" MIN. BEYOND 2. PLASTC NETTING END OF CURB OPENING DOUBLE WRAPPED ON BOTH SIDES AN 12" 4"x4" - W1, 4xW1.4 OPENINaOR OPENING? 3. TFIEtH WD WIRE FARRIC TUBES GAP NOTE' PLASTIC OR BETWEEN TOP WIRE TES AROUND _ OF WRAPPED VWRE OR PLASTIC 1 J5" FIL FILTER 0.N0 MESH EVERY STONE OTOP OF INLET 12"-1 B" OR MORE FILTER MOPENING AS NEEDED J CROSS SECTION N.I.S. PLAN V W NOTE: VERTICAL PANEL BARRICADES TO BE PLACEO WHEN LDCATED ON AN ACTIVE STREET. TYPE A CURB INLET PROTECTION Ts EXTENDED WRAPPED FILTER MATERIAL 24 MIN. BEYOND END OF CURB OPENING STD, CMU BLOCK ON BOTH SIDES MIN. NO. © CURB I f`p 3NG BLOCKS CURB 14 1 I © INLET 112'-14' 3 11fi'-20" 4 I CROSS SECTION NOTE: SEE NCTCOG STANDARD SPECIFICATIONS ( N,T-5, SECTION 202.14 AND ND 202.18 PLAN VIEW N.T.S. ALTERNATIVE FORM FOR TYPE A CURB INLET PROTECTION s F�tw o 77- — FILTER TUBE CURB zo 714 INLET PROTECTION I AUG '23 h 117"' EXHIBIT B — EROSION CONTROL DE Tel IL S SOUTH FREEWAY WAREHOUSE PROJECT DEVELOPER: LPN: 1 �6�96 EASTON TURNER BAIR HOLDINGS LLC 5933 SOUTH FWY 12404 PARK CENTRAL DR. #250-S FORT WORTH, TX 76134 DALLAS, TX 75251 DISTRICT 8 (806) 831-5814 MAPSCO GRID 91T CLEAR POINT ENGINEERING 1031 S. FAI RBAN KS DENISON, TX 75020 TELE: (405) 651-3366 NEAL R. STEWART TX PE # 147882