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Home My WebLink AboutContract 58315-A1Date Received: 8/27/2025 Permit No. SWFMA-25-0066 1:52 p.m. 58315-A1 Time Received: City Secretary No.: FIRST AMENDMENT TO CITY SECRETARY CONTRACT NO. 58315 STORMWATER FACILITY MAINTENANCE AGREEMENT This F I R S T AMENDMENT TO CITY SECRETARY CONTRACT NO. 58315, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and BLAZING TRAIL. L.P., a Texas limited partnership, hereinafter referred to as "Landowner", acting herein by and through its duly authorized representative, D. Randall Stepp, its Manager . RECITALS WHEREAS, the City of Fort Worth ("City") and Landowner made and entered into City Secretary Contract No. 58315 Stormwater Facility Maintenance Agreement, dated October 25, 2022 (the "Agreement") to authorize the use of on -site Stormwater management facilities (the "Facility") to be constructed and maintained on a portion of Landowner's property; and WHEREAS, the Agreement was recorded with the property records of the Tarrant County as Document No. D222257617 which is one and the same as City Secretary Contract 58315 WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and design specifications of the Facility; and WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) "A" and " B" in the Agreement to depict changes location and design changes being added to the original agreement; and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives, enter into the following that amends the Agreement: 1. Exhibit A is hereby replaced with Exhibit A 1 attached hereto and incorporated herein to the Agreement, consisting of revised location description of the Facility. 2. Exhibit B is hereby replaced with Exhibit B 1 attached hereto and incorporated herein to the Agreement, consisting of revised design specifications of the Facility. ki This Amendment shall be tiled with the City Secretary as an amendment to the Agreement and also recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns. heirs and any other successors in interests, including any property owners association. 4. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect EXECUTED on this the 26th day of August , 2025. REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH 00*� Jesica McEachern Assistant City Manager City of Fort Worth Date: 08/26/2025 Approved as to Form and Legality: M. Kwiv Aja&rg-j It M. Kevin Anders, II (Aug 22, 202512:59:18 CDT) M. Kevin Anders, 11 Assistant City Attorney City Attorney's Office Date: 08/22/2025 ATTEST: p(� �oFo„<e„�,<koayo °apao won Jannette S. Goodall City Secretary 08/27/2025 Date: LANDOWNER BLAZING TRAIL, L.P. a Texas limited partnership By: 2020 Blazing Trail GP. LLC a Texas limited liability company its ;ever artner By: D. Randall Ste Its: Manager J t Date: /( Contract Compliance Manager: By signing, I acknowledge that I am the Pei -soil responsible for the monitoring and administration of this contract, including ensuring all performance and reporting regUIreI1eats. jz� Kandice Merrick Planning Manager 08/22/2025 Date: REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 3 of 4 STATE OF TEXAS § COUNTY OF TARRANT § August 26th, 2025 This instrument was acknowledged before me on by Jesica McEachem, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. pRYP 6 KATHLEEN BRADFORD Notar ulic *®+ STATE OFPTbEXAS ,9�OF hP Notary I.D. 12197197 T` My Comm. Exp. Apr. 12, 2027 LANDOWNER STATE OF-�� S COUNTY OF fGtf Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared $� ,mown to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that lie/she executed the same for the purposes and consideration therein expressed, as the act and deed of , and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this�o day of 4"► a - , 20 36. YOLANDA COMBS Nota y ublic, State of _ ° = MY COMMISSION EXPIRES * 04/30/2027 s�9oFjQ, NOTARY ID: 1218463-7 REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN Page 4 of 4 EXHIBIT "A-1" EXHIBIT A-1 Stormwater Facilities Maintenance Agreement Blazing Trail, L.P. 113,373 Square Feet or 2.603 Acres City of Fort Worth, Tarrant County, Texas BEING a tract of land situated within the Mary Johnson Survey, Abstract Number 858, City of Fort Worth, Tarrant County, Texas and being a portion of a tract of land as described by deed to Blazing Trail, L.P., as recorded in Document Number D199046291, Deed Records, Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes and bounds as follows: (Bearings referenced to U.S. State Plane Grid 1983 - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values) COMMENCING at a found 5/8-inch capped iron rod marked "BHB INC" (CIRF) for the southwest corner of Lot 1, Block 1, Stepp Business Park, an addition to the City of Fort Worth, Tarrant County Texas, as recorded in Cabinet B, Slide 1767, Plat Records, Tarrant County, Texas, same being the most westerly corner of the said Blazing Trail tract; THENCE South 69°00'19" East, over and across the said Blazing Trail tract, a distance of 1875.03 feet to the POINT OF BEGINNING of the hereon described tract; THENCE continuing over and across the said Blazing Trail tract the following courses and distances: North 54°40'54" East, a distance of 92.37 feet to a point; South 80°46'27" East, a distance of 418.79 feet to a point; South 09°13'33" West, a distance of 306.26 feet to a point; North 80°46'02" West, a distance of 32.49 feet to a point; South 09°13'58" West, a distance of 15.00 feet to a point in the common line between the said Blazing Trail tract and the north line of the future Mark IV Parkway; THENCE with the said common line the following courses and distances: North 80°46'02" West, a distance of 23.95 feet to a CIRF; along a curve to the right having a central angle of 00°07'53", a radius of 470.00 feet, an arc length of 1.08 feet and a chord which bears North 80°42'06" West, a distance of 1.08 feet to a point; THENCE departing the said common line and over and across the said Blazing Trail tract the following courses and distances: North 09°16'36" East, a distance of 15.00 feet to a point; along a curve to the right having a central angle of 45°18'53", a radius of 455.00 feet, an arc length of 359.86 feet and a chord which bears North 57°58'32" West, a distance of 350.55 feet to a point from which a found 5/8" iron rod with a 3-1/4" aluminum cap marked TXDOT for the southeasternmost corner of the aforementioned Blazing trail tract bears South 22°25'07" East, a distance of 792.28 feet; North 35°19'06" West, a distance of 148.20 feet to the POINT OF BEGINNING and CONTAINING 113,373 square feet or 2.603 acre of land more or less. SURVEYOR'S CERTIFICATION I, Robert A. Lee, a Registered Professional Land Texas, do hereby declare that this survey is true an actual survey made under my supervision on conforms to the general rules of procedures and Engineering and Land Surveying Practice Acts an Licensure. Robert A. Lee a State Texa: _ - No. 6895 BAIRD, HAMPTON & BROWN Date: August engineering and surveying d Surveyor licensed in the State of and correct and was prepared from the ground. Further, this survey practices of the most current Texas Rules Concerning Practice and Registered Professional Land Surveyor 10, 2022 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 rlee@bhbinc.com • 817.338.1277 • bhbinc.com TBPELS Firm #44,#10011300 Drawing: E:\Survey20\114 Blazing Trail\000\Dwg\EASEMENT EXHIBITS\BLAZING TRAIL LP DETENTION ESMT.dwg LOT 1, BLOCK 1 STEPP BUSINESS PARK CAB. B, SLIDE 1767 / `7 P�5"001� S80 046 '2 7„E POICCIRF �pOB \ \ CIRF CIRF �oD \ I\ 1"=100' \ LEGEND: \ CIRF..... Found 5/8—Inch Capped Iron Rod Marked "BHB INC" D.R.T.C.T......... Deed Records, Tarrant County, Texas POB................Point of Beginning POC................Point of Commencing P.R.T.C.T......... Plat Records, Tarrant County, Texas TXDOT ........ Found 5/8—Inch Aluminum Capped Iron Rod Marked "TXDOT" BLAZING TRAIL, L.P. DOC. NO. D199046291 DRTCT 41s�, PORTION OF BLAZING TRAIL, L.P. N DOC. NO. D199046291 D RTCT MO 113373 Sq.Ft. �D 2.603 Ac FUT�RFRO L3 M M ro H 0 0) 0 V) Q Q 3 EXHIBIT A-1 Stormwater Facilities Maintenance Agreement Blazing Trail, L.P. 113,373 Square Feet or 2.603 Acres City of Fort Worth, Tarrant County, Texas Line Table Line # Direction Length L1 S69°00'19"E 1875.03 L2 N54040'54"E 92.37 L3 N80046'02"W 32.49 L4 S9°13'58"W 15.00 L5 N80046'02"W 23.95 L6 N9°16'36"E 15.00 L7 N35019'06"W 148.20 L6SCIRF LS CIRF I Curve Table C1 CIRF Curve# Delta Radius Arc Length Chord Bearing Chord Length \ L4 I C1 0"07'53" 470.00' 1.08' N80042'06"W 1.08' �0 CIRF_ _ I C2 45018'53" 455.00' 359.86' N57058'32"W 350.55' �� —CIRF CIRF SURVEYOR'S CERTIFICATION I, Robert A. Lee, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from TXDOT an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. am. a GENERAL NOTES: BAIRD, HAMPTON & BROWN Basis of bearing being U.S. State Plane Grid — enqineerinq and surveyinq Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 Network. Reference frame is NAD83(2011) Epoch rlee@bhbinc.com• 817.338.1277• bhbinc.com 2010.0000. Distances shown are U.S. Survey feet TBPELS Firm #44, #10011300 displayed in surface values. Drawing: E:\Survey20\l14 Blazing Trail\000\Dwg\EASEMENT EXHIBITS\BLAZING TRAIL LP DETENTION ESMT.dwg G gTFRFfy� Robert A. Lee 6895 • •"': f' P, Robert A. Lee l �FFSso`�' State of Texas Registered Professional Land Surveyor AND S�Rv�IOF' No. 6895 Date: August 10, 2022 IX4:1 :�t ffe'SI Drainage Easement Blazing Trail, L.P. 400,531 Square Feet or 9.195 Acres City of Fort Worth, Tarrant County, Texas BEING a tract of land situated within the Mary Johnson Survey, Abstract Number 858 and the William Baker Survey, Abstract Number 145, and the S. Gilmore Survey, Abstract Number 590, City of Fort Worth, Tarrant County, Texas and being a portion of a tract of land as described by deed to Blazing Trail, L.P., as recorded in Document Number D199046291, Deed Records, Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes and bounds as follows: (Bearings referenced to U.S. State Plane Grid 1983 - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values) BEGINNING at a point in the common line between the said Blazing Trail tract and a tract of land described by deed to Texas Electric Service Company as recorded in Volume 1979, Page 15, D.R.T.C.T. from which a found 5/8-inch capped iron rod marked "BHB INC" (CIRF) for the southwest corner of Lot 1, Block a, Stepp Business Park, an addition to the City of Fort Worth, Tarrant County Texas, as recorded in Cabinet B, Slide 1767, Plat Records, Tarrant County, Texas, bears North 35°19'06" West, a distance of 2018.21 feet; THENCE departing the said common line and over and across the said Blazing Trail tract the following courses and distances: North 63°17'47" East, a distance of 315.00 feet; North 54°17'47" East, a distance of 500.00 feet; North 31°17'47" East, a distance of 240.47 feet to a point in the common line between the said Blazing Trail tract and the south right-of-way line of a future road (60-foot right-of-way); THENCE with the said common line the following courses and distances: along a curve to the left having a central angle of 16°17'35", a radius of 530.00 feet, an arc length of 150.71 feet and a chord which bears South 72°37'15" East, a distance of 150.21 feet to a CIRF; South 80°46'02" East, a distance of 81.45 feet to a CIRF for the northern corner of a corner clip located at the southwest corner of the intersection of the said future road and the west right-of-way line of Interstate 35W "Purple Heart Trail" (a variable width right-of-way) THENCE South 35°46'15" East, continuing with the said common line a distance of 14.14 feet to a CIRF for the southern corner of the said corner clip; THENCE South 09°13'33" West, with the common line between the said Blazing Trail tract and the said west right-of-way line of Interstate 35W, a distance of 453.64 feet to a found 4-inch brass disk marked "TEXAS DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY" in concrete (TXDOT) for the southeast corner of the said Blazing Trail tract and being in the northeast corner of a tract of land as described by deed to Union Pacific Railroad Company as recorded in Volume 16413, Page 190, D.R.T.C.T., from which a found 5/8-inch yellow capped iron rod (YCIRF) bears North 58°03'22" East, a distance of 35.04 feet; a a BAIRD, HAMPTON & BROWN engineering and surveying 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 jmargotta@bhbinc.com • 817.338.1277 • bhbinc.com TBPELS Firm #44, #10011300 Drawing: E:\Survey20\l14 Blazing Trail\000\Dwg\EASEMENT EXHIBITS\BLAZING TRAIL LP DRAINAGE ESMT.dwg SH 1 OF 3 IX4:1 :�iWe'BI Drainage Easement Blazing Trail, L.P. 400,531 Square Feet or 9.195 Acres City of Fort Worth, Tarrant County, Texas THENCE with the common line between the said Blazing Trail tract and the said Union Pacific Railroad Company tract the following courses and distances: South 63°17'47" West, a distance of 456.70 feet to a CIRF; South 88°52'05" West, a distance of 99.71 feet to a CIRF; South 00°21'05" West, a distance of 50.63 feet to a YCIRF; South 63°17'47" West, a distance of 302.99 feet to a YCIRF for the northeast corner of the said Union Pacific Railroad Company tract, same being the northeast corner of a tract of land as described by deed to Union Pacific Railroad Company as recorded in Volume 16413, Page 186, D.R.T.C.T., same being the southeast corner of the aforementioned Texas Electric Service Company tract and being the southwest corner of the aforementioned Union Pacific Railroad Company tract as recorded in Volume 16413, Page 190; THENCE North 35°19'06" West, with the common line between the said Blazing Trail tract and the said Texas Electric Service Company tract, a distance of 333.77 feet to the POINT OF BEGINNING and CONTAINING 400,531 square feet or 9.195 acre of land more or less. SURVEYOR'S CERTIFICATION I, John G. Margotta, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. 6/1 . Margotta State of Texas Registered Professional Land Surveyor No. 5956 Date: August 16, 2021 a a BAIRD, HAMPTON & BROWN engineering and surveying C,\STER�O°qS ssesssesesseeeeeeeape e JOHN G. MARGOTTA eee eeeeeeeeeeeeeeeeeee -o 5956 P 0 e 00 S U R v Ey�� 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 jmargotta@bhbinc.com • 817.338.1277 • bhbinc.com TBPELS Firm #44,#10011300 Drawing: E:\Survey20\l14 Blazing Trail\000\Dwg\EASEMENT EXHIBITS\BLAZING TRAIL LP DRAINAGE ESMT.dwg SH 2 OF 3 aoa 1 = 200 LEGEND: EXHIBIT A-1 ROT�RF \ , Drainage Easement Cl L2 L Blazing Trail, L.P. _ 400,531 Square Feet or 9.195 Acres �ti '-CIRF City of Fort Worth, Tarrant County, Texas BLAZING TRAIL, L.P. LOT 1, BLOCK 1 DOC. NO. D199046291 STEPP BUSINESS PARK ^% D( CAB. B, SLIDE 1767 DRTCT - 1 CIRF PRTCT O� se POB o,1� Al CIRF..... Found 5/8—Inch Capped Iron Rod Marked "BHB INC" D.R.T.C.T......... Deed Records, Tarrant County, Texas IRF.................5/8—Inch Iron Rod Found P.R.T.C.T......... Plat Records, Tarrant County, Texas R.O.W..............Right Of Way TXDOT ......... 4—Inch Brass TXDOT R.O.W. Monument In Concrete YCIRF.... Found 5/8—Inch Yellow Capped Iron Rod GENERAL NOTES: Basis of bearing being U.S. State Plane Grid — Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(201 1) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. a a BAIRD, HAMPTON & BROWN enqineerinq and surveyinq 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 jmargotta@bhbinc.com • 817.338.1277 • bhbinc.com TBPELS Firm #44,#10011300 N63 3 2 0 RF p00 ro M Gip M �Q' o LO � d6 QOHOC NpO��L� G TXDOT YCIRF P 919� �` pc 3° 1 56 } Z 3 3 Q � x U Q Q � m Q Gj a QLu (13 Q J a 0 Bearing: N58°03'22"E Dist.: 35.04' �01�1So. CIRF L4 APPROXIMATEIOCATION OF SURVEY ABSTRACT LINE CIRF —�� UNION PACIFIC RAILROAD COMPANY VOL. 16413, PG. 190 �YCIRF �� p DRTCT Curve Table UNION PACIFIC RAILROAD COMPANY VOL. 16413, PG. 186 DRTCT Line Table Line # Direction Length L1 N31017'47"E 240.47 L2 S80°46'02"E 81.45 L3 S35°46'15"E 14.14 L4 S88°52'05"W 99.71 L5 S0021'05"W 50.63 L6 S63017'47"W 302.99 �\\ c Curve # Delta Radius Arc Length Chord Bearing Chord Length 5 ��5 C1 16017'35" 530.00' 150.71' S72°3T15"E 150.21' SURVEYOR'S CERTIFICATION I, John G. Margotta, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. � J n G. Margotta tote of Texas Registered Professional Land Surveyor No. 5956 Date: August 16, 2021 E°a TF'I �, \s TE/�F�e9s �e e� eeeeeeeeeeeeeeeeeeeeee JOHN G. MARGOTTA eee eeeeeeeeeeeeeee veee A 5956 1 Pia <9�0 S S R EyO3 SH3OF3 Drawing: E:\Survey20\l14 Blazing Trail\000\Dwg\EASEMENT EXHIBITS\BLAZING TRAIL LP DRAINAGE ESMT.dwg EXHIBIT "B1" C^ r f a Meacham e►vd ` I l terminal Rd 'Q ;atii St DIAMOND HILL-JARVIS Diamond L NE 36th St Hill -Jarvis a N c Higr j o Schad � v ' N r Long Ave 'Av`Fort Worth Melody Hills a 287 N KARREN'S DIAMOND H LL W o E r S 2000 1000 0 2000 4000 z 4E 28th St # GRAPHIC SCALE: 1" = 2000 Feet s _ B BAIRD, HAMPTON & BROWN OWNED/DEVELOPED BY: ENGINEERING & SURVEYING BLAZING TRAIL, LP 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 7610 mailObhbinc.com 817-338-1277 www.bhbinc.com BHB Project #2020.114.000 TBPE Firm F-44 TBPLS Firm 10011300 TELE: 214-334-4811 Mwwharr• 24vd PROJECT \ LOCATION GH CREST VDITION BONNIE BRAE t83 NE 28th St NE 28th St BLAZING TRAIL 8/10/2022 DEVELOPMENT VICINITY MAP 150 75 0 150 300 GRAPHIC SCALE: 1 "= 150 Feet FG=FINISHED GRADE ELEVATION NOTE: NO SAVED OR PROPOSED TREES ARE WITHIN THE MAINTAINED AREA. oil `' t FG=628.00'_----- 628 627 626 \ CONCRETE HEADWALL IIFG=63'.OQ' I 00 N 6' WIDE CONCRETE / PILOT CHANNEL ■ FG=632.30' =3 \� GRASS LINED POND FG=629J0' �-f-' _ tii 6 70' CONCRETE 62S HEADWALL 624 6' WIDE CONCRETE FG=627.20' PILOT CHANNEL GRASS LINED POND CONCRETE OUTLET CONTROL WEIR FL=623.0' — ROCK RIP —RAP \—FG=627.20' FG=627.20'J a _ B BAIRD, HAMPTON & BROWN OWNED/DEVELOPED BY: ENGINEERING & SURVEYING BLAZING TRAIL, LP 6300 Ridgleo Place, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 mailobhbinc.com 817-338-1277 www.bhbinc.com TELE: 214-334-4811 BHB Project #2020.114.000 TBPE Firm F-44 TBPLS Firm 10011300 — CONCRETE HEADWALL J�o IF Af h� BLAZING TRAIL 6/4/2025 DEVELOPMENT EXHIBIT B1 GRADING EXHIBIT s \\ N \ W e e E i. 50 0 s 100 GRAPHIC SCALE: 1" = 100 Feet LEG END PROPERTY LINE PROPOSED ESMT — — - - CONTOUR LINE (MAJ.) NOTE: NO SAVED OR — am CONTOUR LINE (MIN) PROPOSED TREES ARE WITHIN THE MAINTAINED AREA SECTION D-D 635 I �TIIt6�.23 I 635 b2N0 � .✓ !.Lb y —VDn A LINL 7 100WR DEL.-62b.70 10' I F- 625 I I I 625 0+00 0+50 1+00 1+50 2+W 2+50 3+W y\�\\ POND fill Y� SECTION F-F 635 635 �,e_632.04 PROPO'• , � / SECT..�. 1OI L7BE470 VJV 10C1'R ELr62-70 625 • 625 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+60 BLAZING TRAIL OWNED/DEVELOPED BY: DEVELOPMENT 8/15/2022 BROWN BENGINEERAING & SURVBEYIING BLAZING TRAIL, LP 6300 Ridgleo Ploce, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 BHBPject 202orn BPEFir9-1277 wwwm1001.com BHB Project /2020.114.000 TBPE Firm F-44 TBPLS Firm 10011300 TELE: 214-334-4811 EXHIBIT B1-POND B1 CROSS SECTION EXHIBIT 630 625 630 p2aP0I TB=62'�0 630 �B=62A0 rfiAno. � JQ 100 1R VS 62.'0 FGi625_20 7=. F110, 625 i --=ez4 z� 625 620 SECTION A -A 0+00 B r'kLr'Ustb 630 �� Z9 RAC T9=6 kQ LJ v 100 M 1-826.20 — / I TB=6'22=0 625 TB=824.30 - 620 0+00 '1 1 1 0+50 1+00 1+50 2+00 2+50 3+00 I, I POND B4 44 L 620 3+50 s _ B BAIRD, HAMPTON & BROWN OWNED/DEVELOPED BY: ENGINEERING & SURVEYING BLAZING TRAIL, LP 6300 Ridgleo Ploce, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 mailAbhbinc.com 817-338-1277 www.bhbinc.com BHB Project #2020.114.000 TBPE Firm F-44 TBPLS Firm 10011300 TELE: 214-334-4811 620 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 BLAZING TRAIL DEVELOPMENT NOTE. NO SAVED OR PROPOSED TREES ARE WITHIN THE MAINTAINED AREA w Al 4 0 R S 7;5 0 150 �I 1 GRAPHIC SCALE:1" = 150 Feet LEEG EXISTING DESCRIPTION NEW PROPERTY LINE PROPOSED ESMf — — — CONTOUR LINE (MAJ.) CONTOUR LINE (MIN) 6/4/2025 EXHIBIT B1-POND B4 CROSS SECTION EXHIBIT No � MMMM � co c� co rs 1 \ FLOW PATH, TYP. l L � o V `SAP 90 o I l I 1 I \ O A n� �^`� �u`632 6`3j � \ DP ` UNION PACIFIC RAILROAD COMPANY / VOL16PG 186 nRT ^, f1RTf T M PROPdSED RETENTION POND B1 UNION PACIFIC RAILROAD COMPANY VOL.1PG 190 D R.T. R.T.C.T. 1� I 1 L l C Ifs r N W e E 250 0 s 500 GRAPHIC " = 500 Feet EXf6'TND L E G E N D DESCRIPNON NEW PROPERTY LINE _-- CONTOUR LINE PROPOSED ESMT — — — BUILDING FOOTPRINT O CONC. CURB k GUTTER EDGE OF PAVEMENT DRAINAGE DIVIDE X� SUBBASIN AREA DESIGN POINT FLOW ARROW FLOW PATH NOTE: NO SAVED OR PROPOSED TREES ARE WITHIN THE MAINTAINED AREA BROWN OWNED/DEVELOPED BY: BLAZING TRAIL 8/15/2022 BENGINEERAING & SURVBEYIING BLAZING TRAIL, LP DEVELOPMENT 6300 Ridgleo Place, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 BHBPjectc#202com 617-336-1277 www.bh10011om EXHIBIT B1-EXISTING DRAINAGE AREA MAP EXHIBIT BHB Project /2020.114.000 TBPE Firm F-44 TBPLS Firrn 10011300 TELE: 214-334-4811 N w E 250 0 s 500 GRAPHIC ALE: 1" = 500 Feet EXISTING L E G E N D DESCRIPTION NEW PROPERTY LINE CONTOUR LINE PROPOSED ESNT BUILDING FOOTPRINT CONC. CURB dr GUTTER EDGE OF PAVEMENT DRAINAGE DIVIDE X AC SUBBASIN AREA DESIGN POINT --� FLOW ARROW FLOW PATH NOTE: NO SAVED OR PROPOSED TREES ARE WITHIN THE MAINTAINED AREA a I• B BAIRD, HAMPTON & BROWN OWNED/DEVELOPED BY: ENGINEERING & SURVEYING BLAZING TRAIL, LP 6300 Ridgleo Ploce, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 mailAbhbinc.com 817-338-1277 www.bhbinc.com BHB Project #2020.114.000 TBPE Firm F-44 TBPLS Firm 10011300 TELE: 214-334-4811 • u r �j � � r ns . I qz )E-rtWION POND B1 m BLAZING TRAIL 6/4/2025 DEVELOPMENT EXHIBIT 131-PROPOSED DRAINAGE AREA MAP EXHIBI Existing B1 B2a B2b B3 Area AC 1.2 0.3 0.7 10.4 Area SQMI 0.00187500 0.00046875 0.00109375 0.01625000 HEC HMS HYDROLOGY FOR BASIN B (EXISTING) Lag Time HSG CN %Impervious MIN % 13.4 D 80 12.89/o 13.4 D 80 12.8% 13.4 D 80 12.8% 13.4 D 80 12.89/o S 12.5 12.5 12.5 12.5 la 2.5 2.5 2.5 2.5 HMS4.7.1Model tesults Q1 Q5 Q100 CFS CFS CFS 0.2 0.6 3.1 0.1 0.1 0.8 0.1 0.3 1.8 1.9 4.9 26.5 B4 0.96 0.00150000 13.4 D 80 12.89/o 12.5 2.5 0.2 0.5 2.5 B5 1 0.00156250 13.4 D 80 12.8% 12.5 2.5 0.2 0.5 2.6 B6 34.1 0.05328125 - 13.4 -- D 80 12.89/o 12.5 2.5 6.1 16.2 87.0 DP2 48.7 8.70 23.10 124.20 HEC HMS HYDROLOGY FOR BASIN B (PROPOSED) HMS 4.7.1 Model Results Proposed Area Area Lag Time HSG CN %Impervious S la Q1 Q5 Q100 AC SQMI MIN % CFS CFS CFS B1 1.2 0.00187500 6.0 D 80 74.4% 12.5 2.5 1.9 2.9 5.9 B2a 0.3 0.00046875 6.0 D 80 12.8% 12.5 2.5 0.1 0.2 1.1 B2b 0.7 0.00109375 6.0 D 80 74.4516 12.5 2.5 1.1 1.7 3.5 B3 10.4 0.01625000 6.0 D 80 74.4% 12.5 2.5 16.4 25.4 51.5 B4 0.96 0.00150000 6.1 D 80 89.7% 12.5 2.5 1.8 2.8 5.1 B5 1 0.00156250 6.2 D 80 89.7% 12.5 2.5 1.8 2.8 5.2 B6 34.1 0.05328125 9.4 D 80 87.2% 12.5 2.5 50.9 80.1 148.9 DP2 (Detained Release) 48.7 8.70 23.10 123.80 ICN of 80 used per iSMW Hydrology Manuel Table 1.9 Runoff Curve Numbers for HSG Type Dfor Pasture/Range Land in Good Condition ISCS Shape/Peaking Factor of 200 used per Table 2 of NOAH Unit Hydrograph Technical Manual Table 2: for Rural Slight Slopes (City Comment email 3/8/2021 POND B4 STAGE STORAGE CURVE 25.00 20.00 W 15.00 0 10.00 a 0 5.00 0.00--f-f"r 622.00 623.00 624.00 625.00 626.00 627.00 628.00 STAGE ELEVATION (FT) a m BAIRD, HAMPTON & BROWN OWNED/DEVELOPED BY: ENGINEERING & SURVEYING BLAZING TRAIL, LP 6300 Ridgleo Ploce, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 moil®bhbinc.com 817-338-1277 www.bhbinc.com BHB Project #2020.114.000 TBPE Firm F-44 TBPLS Fim 10011300 TELE: 214-334-4811 Po 1d 131 1 5 100 Storage Required AC -FT 0.5 0.8 2.2 Storage Provided AC -FT 0.5 0.8 5.1 Qallowable CFS 2.3 5.9 32.2 Q Release CFS 11.7 15.7 22.6 Max WSEL FT 627.7 628.0 628.7 Pond B4 1 5 100 Storage Required AC -FT 5.1 8.4 11.3 Storage Provided AC -FT 5.1 8.4 22.0 Qallowable CFS 8.7 23.1 124.2 Q Release CFS 8.7 23.1 123.8 Max WSEL FT 625.2 625.8 626.2 POND 61 STAGE STORAGE CURVE 6.00 5.00 a 4.00 3.00 2.00 O 1.00 0.00 626.50 627.00 627.50 628.00 628.50 629.00 629.50 630.00 630.50 STAGE ELEVATION (Fr) BLAZING TRAIL DEVELOPMENT 8/10/2022 EXHIBIT 61-FACILITY DESIGN DATA 10' woe BY a• THICK 3,000 1.50' EMERGENCY SPILLWA" CONCRETE NENFORCED 51.50' EMERGENCY SPILLWAY JJ EL 62710 , �� CAMCREIE SPILLWAY FLEVATI[IN (NOT 70 SGLE1 WtH 15 aARS AT 8• CCEN ol_ �� 5 Ioo YB � E1 82720 C3 EL 628.20 0 �Oo YW wsEire28zo .0`� J EL. 626.20 "=V M • /4 O 12' CCEW (oYP.) O 12' CCEW OYPJ EL 825� '.25' 8252 �. ----------- N ,z �) .� , I BEGIN EROSION * - CRNNIaI NAMW AT EDGE OF CONCRETE SPNLWAY WIN 1r WOE B/ r amr M. OR PER M OAIN N 1r CL'.EW RmaNnlNAmxs. -.. r. oEW,s j ANDCO PA BE MPLACM,1A PROCeSSm, / AND mricNO RN EARRNgIN SIPEcsrevals. ;?E4II4b CONCRETE SPILLWAY S:BBAIRD, HAMPTON & BROWN OWNED/DEVELOPED BY: ENGINEERING & SURVEYING BLAZING TRAIL, LP 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 mailObhbinc.com 817-338-1277 www.bhbinc.com BHB Project #2020.114.000 TBPE Flan F-44 TBPLS Firm 10011300 TELE:214-334-4811 WRw WILL CONFORM TO NC.T.CRI. 9mF00=0 ITEM 2.1A, ME W COW WPWP. ALL 500 MU 11190I1 MINTON KD AND 15a PMINCIL AND AY IEM NW OF THE SRRES MOLL WEIGH NON: THAN IOa PONM �lsww w MINI "1f1109' A�11 `Bma1N MOM WRe W W SITYL ff A PSMW NENNE OF NNR, NwEt. AND ROCK IWAMWAY WELL THE NNT Ya u O"CIN ONTAIN No EI" ""IixAN° "E WBNW. OF WNORLL NNSPIP WE No, HOER NIYE TIE Bma10 N® NOT BE OO FICIm N RACE. NW SNYL M RNRD N NICH A WIPER AS M WENRT N A NfpM r IAYER (NOT TO SCALE) BLAZING TRAIL DEVELOPMENT 08/10/2022 EXHIBIT 61- SPILLWAY & OUTFALL EXHIBIT OUTLET PIPE PROFILE PR(! OSED / bn�rvf MITI(/VPI�) / 630 r.0- {� V N)I''UV� C' fv11X W�L =6 -9. 70 — 830 F�U11 U- ��rvc l�GF OU JD 4 6� �• P►JD )UTI T -wN16OL -L= 26.1' Q 25 • d = n . �s .� - � _. r m' � Pi otin, i of � U ,2r.s 620 & 619 619 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 s _ B BAIRD, HAMPTON & BROWN OWNED/DEVELOPED BY: ENGINEERING & SURVEYING BLAZING TRAIL, LP 6300 Ridgleo Ploce, Ste. 700, Ft. Worth, TX 76116 5300 CAMP BOWIE BLVD FORT WORTH, TX 76107 mailAbhbinc.com 817-338-1277 www.bhbinc.com BHB Project #2020.114.000 TBPE Firm F-44 TBPLS Firm 10011300 TELE: 214-334-4811 BLAZING TRAIL DEVELOPMENT 08/10/2022 EXHIBIT B1-OUTLET PIPE PROFILE EXHIBIT Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 11/19/2020 JLE FORT WORTH Facility Name: Exhibit "D" INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Basin/Pond Number: Inspected By: Type of Inspection: Annual , Quarterly , Monthly Basin Conditions: Facility Agreement Number: Date: , Routine , or Storm Event , (# days since event 1. Is there standing water or wet spots? 2. Does sides or bottom show signs of erosion, settling, cracking, etc? 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? 4. Is there evidence of animal burrowing in dam? 5. Is there evidence of changes in shape or volume of basin? 6. Do vegetated areas need mowing? 7. Are there trees or woody growth in dam? 8. Are there areas that need to be re -vegetated? 9. Is there any accumulation of silt, trash, debris or litter in the basin? 10. Are there any other basin maintenance activities needed? Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? 2. Are pipes, spillway or trash racks in need of repair? 3. Is the low flow or trickle channel in need of repair? 4. Is the outfall channel in need of repair? 5. Are there any other structural maintenance activities needed? Plan for correcting deficiencies: Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes No Comments Signature: Date: 0 Fort We th Stormwater Management Owner's Representative Form CFW-6 CFW- SEPTEMBER 2015 Appendix A A-17