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HomeMy WebLinkAboutContract 63378Date Received: 6/5/2025 Permit No.: SWFMA-24-0087 Time Received: 9.08 a.m. City Secretary No.: 63378 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 5th of June 2025, by and between GRBK Edgewood LLC, a Texas limited liability company, hereinafter referred to as "Landowner", the Terra Vella Residential Community, Inc., a Texas nonprofit corporation, hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Greenberry Overton Survey, Abstract No. 972, Fort Worth, Denton County, Texas according to the Deed recorded in Document No. 2021-227988. Deed Records, Denton 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 Terra Vella Phase I hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner and Association provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner and Association, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibits "A", "Al", and "A2" ("Facility Property"); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located. NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on -site Drainage 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 Drainage 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 Drainage Channel Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure the safe and proper functioning of the Facility. The inspection shall cover the entire Facilities, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and the Association, its successors and assigns, 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 and the Association, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner or the Association. Such lien shall be perfected by filing in the office of the County Clerk of Denton County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE 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 CHANNELS, OR (3) FAILURE OF THE CHANNEL OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibits "A, Al, and A2" but this paragraph shall not preclude construction of other improvements within the Drainage Channels which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such easements 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 flood. 8. This Agreement shall be recorded among the land records of Denton County, Texas, shall constitute a covenant running with the land, and shall be binding on STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of GRBK Edgewood LLC as Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by GRBK Edgewood LLC to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of GRBK Edgewood LLC as Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN Executed this 4th day of June CITY OF FORT WORTH 0�*� Jesica McEachern Assistant City Manager City of Fort Worth Date: 06/04/2025 Approved as to Form and Legality: AlWhew Itign-ao Matthew Murray (May 28, 2025 15:53'CDT) Matthew Murray Senior Assistant City Attorney City Attorney's Office Date: 05/28/2025 ATTEST: 0 6FORr n4 oF,a �.ao 'J, 8 Gpdd ��� °na aEapeaa Jannette S. Goodall City Secretary Date: 06/05/2025 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2025. LANDOWNER GRBK Edgewood LLC, a Texas ' nited liability company By: Aaron Guthrie / Its: Authorized Signer Date: r ASSOCIATION Terra Vella Residential Community, Inc. a nonprofit co r a Lion By: Bob y Sa �51 .Its: Director Date: 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 re urtingrements. Kandice Merrick Planning Manager Date: 05/28/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on June 4th, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. 2PRY �a KATHLEEN BRADFORD Notary Public STATE OF TEXAS v Notary I.D. 12197197 .oc My Comm. Exp. Apr. 12, 2027 LANDOWNER STATE OF �/y COUNTY OF l ,10 U ) Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of , on this day personally appeared Aaron Guthrie, Authorized Si-aner, 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 GRBK EdI}ewood LLC, a Texas limited liabilitv company, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this /li` day of gpd , 201 N Aiblitat of ota'y A"d. KRISTY LYN CHANDLER _• Notary ID #129770238 Ny +� My Commission Expires boa April 1, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/0112022 BN ASSOCIATION STATE OF COUNTY OF Plf) [ H Q This instrument was acknowledged before me on {�/1 , Director, acting on behalf of the Notary ic, fate of .(PRY PGy KRISTY LYN CHANDLER Notary ID #129770238 ^� My Commission Expires y$oFSE+ April 1, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT B Rev, 03/01/2022 BN EXHIBITS "A, Al, A2" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" 0.799-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.799 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED TO GRBK EDGEWOOD LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2021-227988, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT WITHIN SAID GRBK EDGEWOOD TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF MADERO PHASE 1, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE No. 2023-96, PLAT RECORDS, DENTON COUNTY, TEXAS, BEARS SOUTH 39°20'14" WEST, A DISTANCE OF 987.12 FEET; THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 00°19'50" WEST, A DISTANCE OF 50.00 FEET, FROM WHICH THE NORTH COMMON CORNER OF SAID GRBK EDGEWOOD TRACT AND A TRACT OF LAND DESCRIBED TO GBTM SENDERA LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2020-132253 OF SAID REAL PROPERTY RECORDS BEARS NORTH 09°40'58" WEST, A DISTANCE OF 3877.64 FEET AND FROM WHICH A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00°16'24" EAST, A DISTANCE OF 0.70 FEET; NORTH 89°40'10" EAST, A DISTANCE OF 520.81 FEET; NORTH 67°30'19" EAST, A DISTANCE OF 162.40 FEET; SOUTH 30°20'47" EAST, A DISTANCE OF 50.30 FEET; SOUTH 66°52'12" WEST, A DISTANCE OF 15.12 FEET; SOUTH 67°30'19" WEST, A DISTANCE OF 163.95 FEET; SOUTH 89°40'10" WEST, A DISTANCE OF 530.60 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.799 ACRES (34,821 SQ. FEET) OF LAND. Aaron C. Brown, R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 AARON C. BROWN ..%p..... .....5... August 20, 2024 SONGBIRD ADDITION CAB. H, SLIDE 83 P.R.D.C.T. 5/8" I.R.F. APPROXIMATE _BEARS S00°16'24"E, 0.70' SURVEY LINE GBTM SENDERA LLC C.C.#2020-132253 \� GRBK EDGEWOOD LLC R.P.R.D.C.T. C.C.#2021—227988 a z \o R.P.R.D.C.T. �C X r �1 Ow �z a N wRTA SUR V EY y o E o. 972 "l EENAf3 R pAA N N89040'10"E 520.81' J ww J S89'40'10"W X Uj '�� POINT OF CL ( �� BEGINNING a to MADERO PHASE 3 `lam C.C.# 2023-222 P.R.D.C.T. S00`19'50"E "LJA" 15.00' �9"50"E „ 55.00' LJA Din 1INF RANCHO CANYON WAY RANCHO CANYON WAY (80' RIGHT-OF-WAY) (110' RIGHT-OF-WAY) D, L� 1%1 Vy 530*60' 0.799 ACRES (34,821 SQ. FT.) SENDERA RANCH EAST MADERO PHASE 1 C.C.#2023-96 C.0 #ASE 2022482 LINE g P.R.D.C.T. P.R.D.C.T. L1 LEGEND L2 "LJA" 5/8" CAPPED IRON ROD FOUND L3 L4 STAMPED "LJA SURVEYING" L5 IRF IRON ROD FOUND y C.C.# COUNTY CLERK'S FILE NO. a R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, > DENTON COUNTY, TEXAS > HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063. DATE: 08/20/2024 EXHIBIT "All z PAGE 2 DRWN BY: S.A.T. 0.799-ACRE STORM WATER a CHKD BY: A.C.B. MAINTENANCE FACILITY AGREEMENT x OF 2 SITUATED IN THE i PROJ NO. 0037 GREENBERRY OVERTON SURVEY, ABSTRACT NO.972 CITY OF FORT WORTH, DENTON COUNTY, TEXAS BEARING N00° 19'50"W N67°30'19"E S30°20'47"E S66`52' 12"W S67"30' 19"W DISTANCE 50.00' 162.40' 50.30' 15.12' 1 63.95' 200 0 IV(-H = 200�I. LJA Surveying, Inc. AA4 3017 West 7th Street Phone 682.747.0800 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "A-1" 0.617-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.617 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO GRBK EDGEWOOD LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2021-227988, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT WITHIN SAID GRBK EDGEWOOD TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF MADERO PHASE 1, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE No. 2023-96, PLAT RECORDS, DENTON COUNTY, TEXAS, BEARS SOUTH 59°31'54" WEST, A DISTANCE OF 1,622.56 FEET; THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 30°20'47" WEST, A DISTANCE OF 512.65 FEET FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF MADERO PHASE 3, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE No. 2023-222 OF SAID PLAT RECORDS BEARS SOUTH 81°11'36" WEST, A DISTANCE OF 1,159.45 FEET; NORTH 14°39'13" EAST, A DISTANCE OF 14.14 FEET; NORTH 59°39'13" EAST, A DISTANCE OF 10.00 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 170.00 FEET, AND A CHORD THAT BEARS NORTH 65°35'39" EAST, 35.19 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 11°52'52", AN ARC -DISTANCE OF 35.25 FEET; SOUTH 30°20'47" EAST, A DISTANCE OF 440.14 FEET; SOUTH 00°38'20" EAST, A DISTANCE OF 90.80 FEET; SOUTH 59°39'13" WEST, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.617 ACRES (26,879 SQ. FEET) OF LAND. Aaron C�Quv► , .P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 i 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 (Revised December 2, 2024) 'fie' .G+Sr�RFo' 9 AARON C. BROWN ..%p..... .....5... July 9, 2024 MADERO PHASE 4 C.C.# 2023-311 P.R.D.C.T. A' �cg,4 6'W "LJA" W Z J M N >- W N LJ !n N QI� = M � N U V) O O N W H 06 Q X U O CL CL Q 0.617 ACRES (26,879 SQ.FT.) ti �0. �0 i SUF EY RY OvE , 972 GREE�BABSTRACT 622.5 „W_ 55g° 3 i "LJA" S00° 19'50"F MADERO PHASE 1 S00°19'50"E "LJA" 15.00' C.C.#2023-96 55.00' RANCHO CANYON WAY DEED LINE P.R.D.C.T. (80' RIGHT-OF-WAY) RANCHO CANYON WAY SENDERA RANCH EAST (110' RIGHT-OF-WAY) PHASE 24 C.C.# 2022-82 P.R.D.C.T. LEGEND CURVE CENTRAL ANGLE RADIUS CHORD BEARING > C1 11°52'52 170.00' N65°35 39"E w "LJA" 5/8" CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND C.C.# COUNTY CLERK'S FILE NO. R.P.R.D.C.T. REAL PROPERTY RECORDS, w DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, > DENTON COUNTY, TEXAS > HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 o (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE ry THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063. S DATE: 07/09/2024 EXHIBIT "A-1" z PAGE 2 DRWN BY: K.R.B. 0.617-ACRE STORM WATER FACILITY a CHKD BY: A.C.B. MAINTENANCE AGREEMENT x SITUATED IN THE OF 2 PROJ NO. 0037 GREENBERRY OVERTON SURVEY, ABSTRACT NO.972 CITY OF FORT WORTH, DENTON COUNTY, TEXAS GRBK EDGEWOOD LLC C.C.#2021—227988 R.P.R.D.C.T. O N O 00OR M O POINT OF BEGINNING CHORD LENGTH ARC LENGTH 35.19' 35.25' LINE BEARING DISTANCE L1 N14°39'13"E 14.14' L2 N59°39' 13"E 10.00' L3 S59°39'13"W 10.00' INCH = T (REVISED 12/02/2024) LJA Surveying, Inc. iA�4 3017 West 7th Street Phone 682.747.0800 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "A-2" 0.843-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.843 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO GRBK EDGEWOOD LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2021-227988, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT WITHIN SAID GRBK EDGEWOOD TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA" FOUND FOR THE NORTHEAST CORNER OF MADERO PHASE 1, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE No. 2023-96, PLAT RECORDS, DENTON COUNTY, TEXAS, BEARS SOUTH 86°55'48" WEST, A DISTANCE OF 1,361.97 FEET; THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 05°42'18" EAST, A DISTANCE OF 78.62 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 420.00 FEET AND A CHORD THAT BEARS NORTH 15°30'49" EAST, 143.10 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 19°37'01", AN ARC - DISTANCE OF 143.80 FEET; NORTH 20°34'17" EAST, A DISTANCE OF 141.07 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 490.00 FEET AND A CHORD THAT BEARS NORTH 01°05'07" EAST, 326.91 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 38°58'20", AN ARC - DISTANCE OF 333.29 FEET, FROM WHICH THE NORTH COMMON CORNER OF SAID GRBK EDGEWOOD TRACT AND A TRACT OF LAND DESCRIBED TO GBTM SENDERA, LLC, BY DEED RECORDED IN COUNTY CLERK FILE No. 2020-132253 OF SAID REAL PROPERTY RECORDS BEARS NORTH 20°41'16" WEST, A DISTANCE OF 4,214.66 FEET AND FROM WHICH A 5/8- INCH IRON ROD FOUND BEARS SOUTH 00°16'24" EAST, A DISTANCE OF 0.70 FEET; NORTH 24°15'36" EAST, A DISTANCE OF 14.57 FEET; NORTH 67°30'19" EAST, A DISTANCE OF 25.04 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 525.00 FEET AND A CHORD THAT BEARS SOUTH 00°24'11" WEST, 362.02 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 40°20'12", AN ARC - DISTANCE OF 369.60 FEET; SOUTH 20°34'17" WEST, A DISTANCE OF 131.38 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET AND A CHORD THAT BEARS SOUTH 00°53'49" WEST, 168.34 FEET; Page 1 of 3 EXHIBIT "A-2" 0.843-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 39°20'55", AN ARC - DISTANCE OF 171.69 FEET; NORTH 71°18'34" EAST, A DISTANCE OF 170.00 FEET; SOUTH 18°41'26" EAST, A DISTANCE OF 40.00 FEET; SOUTH 71°18'34" WEST, A DISTANCE OF 185.64 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 105.00 FEET AND A CHORD THAT BEARS SOUTH 83°30'26" WEST, 44.37 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 24°23'45", AN ARC - DISTANCE OF 44.71 FEET; NORTH 84°17'42" WEST, A DISTANCE OF 33.71 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.843 ACRES (36,721 SQ. FEET) OF LAND. Aaron Br , R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 i 682-747-0800 TBPELS Firm No. 10194382 Page 2 of 3 (Revised December 2, 2024) July 9, 2024 E Of T 'fie' .G+Sr�RFo' 9 AARON C. BROWN ..%p..... .....5... CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH Cl 19°37'01" 420.00' N15°30'49"E 143.10' 143.80' C2 38°58'20" 490.00' N01°05'07"E 326.91' 333.29' C3 40*20' 12" 525.00' S00°24' 1 1 "W 362.02' 369.60' C4 39°20'55" 250.00' S00°53'49"W 168.34' 171.69' C5 24°23'45" 105.00' S83°30'26"W 44.37' 44.71' SONGBIRD ADDITION CAB. H, SLIDE 83 5/8" I.R.F. P.R.D.C.T. APPROXIMATE BEARS S00°16'24"E, 0.70' SURVEY LINE41,1 ;\ N20\ GBTM SENDERA, LLC C.C.#2020-132253 42�4.66' \ R.P.R.D.C.T. UJ UJ ? X r O W a> a W rl � Q fN wW J X r OW w> 0_ of CLO a to \ SURVEY RY ®CTER�° Ng7 2 GREENBABS�RA MADERO PHASE 3 C.C.# 2023-222 P.R.D.C.T. S00`19'50"E "LJA" 15.00' S86°55'A 1361.97' �9"50"E „ 55.00' LJA Din IINF RANCHO CANYON WAY RANCHO CANYON WAY (110' RIGHT-OF-WAY) (80' RIGHT-OF-WAY) \ LINE BEARING DISTANCE L1 N05`42'18"E 78.62' L2 N20°34'17"E 141.07' L3 N24°15'36"E 14.57' L4 N67`30'19"E 25.04' L5 S20°34' 17"W 131.38' L6 N71 `18'34"E 170.00' L7 S18°41'26"E 40.00' L8 N84°17'42"W 33.71' U GRBK EDGEWOOD LLC C.C.#2021-227988 R.P.R.D.C.T. - 0.843 ACRES (36,721 SQ.FT.) C5 Sl118 6A POINT OF BEGINNING MADERO PHASE 1 C.C.#2023-96 SENDERA RANCH EAST P.R.D.C.T. PHASE 24 LEGEND C.C.# 2022-82 P.R.D.C.T. "LJA" 5/8" CAPPED IRON ROD FOUND STAMPED "LJA SURVEYING" IRF IRON ROD FOUND y C.C.# COUNTY CLERK'S FILE NO. a R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, > DENTON COUNTY, TEXAS > HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063. DATE: 07/09/2024 EXHIBIT "A-211 PAGE 3 DRWN BY: K.R.B. 0.843-ACRE STORM WATER a CHKD BY: A.C.B. MAINTENANCE FACILITY AGREEMENT x OF 3 SITUATED IN THE i PROJ NO. 0037 GREENBERRY OVERTON SURVEY, ABSTRACT NO.972 CITY OF FORT WORTH, DENTON COUNTY, TEXAS u _ 0 RICH = 200FT. (REVISED 12/02/2024) LJA Surveying, Inc. 9�� 3017 West 7th Street Phone 682.747.0800 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS TERRA VELLA PHASE 1 CONSTRUCTION PLAN SHEETS: • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLAN • STGORM DRAIN DETAILS • EROSION CONTROL PLAN • EROSION CONTROL PLAN DETAILS STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN MINAGE A RUMOR CA T. 15 1�5T1�J�j�JtA NI��jE ILI�.IL 11300 �R300.YEAR QIIMI OES6N INLET ARIAI•U GOER 1�1 N— A-111 MT 19s1 N 1 ANTE 1-T /d+l ROM xUNIeN 11 HCS18 6]Of 0.30 20.11 b5�9 282 T. 4.R) LO) 9].9 1 H NRIPETTp CIIEIX 1 11— 3209 Q30 S. 3i.fi2 3.13 1.% 31.1 1. L60 Si0 2 BENRIETTA CREIX HC43a1 L .)4 G. 30.12 b.% 2.50 L60 85.3 4.% L% 148.8 2 HENRIERp CREIX HC4lb ]39.54 0.30 41% 41.00 2ID 1. 1111 4. LN 2 ETTp C■IX NOTE. V SEE DRAINAGE STUDY FDS-24-00D4 FOR ALL TIME OF CONCENTRATION FLOW PATH CALCULATIONS. 1 ,I NOTES • m ` 1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND 8M1C' w g- OLILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE / ��`�����----////����8t9 NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO / l CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TECT TO TAKE ANY SHOWN ANG/OR RA MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND ULILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTNG UTILITIES PRIOR TO CONSTRUCTION 3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. SEE APPROVED DRAINAGE STUDY FDS-24-0004 FOR TIME OF CONCENTRATION ROW PATH CALCULATIONS AND COMPLETE DOWNSTREAM ASSESSMENT DRAINAGE DESIGN CRITERIA RATIONAL METHOD DESIGN FREQUENCY (A) CLOSED SYSTEM 5 YEAR (B) CLOSED SYSTEM 100 YEAR (C) OPEN CHANNEL TOO YEAR Q = CIA 0 - FLOW IN CUBIC FEET PER SECOND - CFS C - RUNOFF COEFFICIENTS 'A-5' RESIDENTIAL = J 98 1 - INTENSITY IN INCHES PER HOUR FROM THE CITY OF FORT WORTH STORM DRAIN MANUAL 15 MIN It oo = J 98 A - DRAINAGE AREA IN ACRES n ROUGHNESS COEFFICIENT 0.013 REINFORCED CONCRETE PIPE 00 REINFORCED CONCRETE BOX D 0,9 STREETS AND N DEERS LEG E — — — — — — DRAINAGE DIVIDE SURFACE FLOW DIRECTION 9 96 DCSIG�NAETIGN DRAINAGE AREA �4 os NOTETHE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 1-817-392-4477 "^4TM05 GAS 1-800-545-6005 u „ TXU ELECTRIC DELNERY 1-B00-J11-9112 .E CHARTER COMMUNICATIONS 1-81J-509-62]Z Ez FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234 55 FOR OTHER FACILITIES WWW TEXAS811 ORG OR 1-BOD-545-BD05 1 RE rc.� tee„ AREA HC4-1a2 TIME OF .y CONCENTRATION FLOW PATH (SEE DRAINAGES-g09 STUDY FDS-24-0004 FOR CALCULATIONS) 808 iT 1 0l^ mh' h GAS WELL N �i!EAD SETBACK 1 EDT 2-4'x3' MBC/ MADERO PHASE 4 EMERGENCY SPILLWAY MADERO PHASE 4 1 ( / l % 1i _792,— ^0 \ DRAINAGE �= EASEMENT 2 T J GAS a cW=x 1 I K\ 1 l SITE ER, SOUTHWESTERN GAS 1 l AREA HC4-2b TIME OF CONCENTRATION FLOW PATH (SEE DRAINAGE STUDY FDS-24-0004 FOR CALCULATIONS) vELu��> �FIX 000aLAltu ulnas AREA HC5-1b TIME \ \ CAS WELSETBACK D SETBAELL CK L >>� ?\ OF CONCENTRATION \ HEAD \\\\'���r \ ROW PATH (SEE �9 LEA DRAINAGE STUDY EXISTING _ FDS-24-0004 FOR GAS WELL CALCULATIONS) SITE FOLURE TERRA HCSI PUBLC PA \ yELLA PHASE 2 - - - 6J.04 .04 >� Bs (TO BE ROUGH GRADED) GAS WELL BOUNDARY �7 EXISTING \ GASISWELL BOUNUARY GAS WELL LIMITS FUTURE > A GAS WELL SITE HEAD SETBACK PHASES �>�$ SITE GAS WELL I ACCESS I SITE EASEMENT jg� BOUNDARY `----' V HASE 4 103162 CITY PROJECT NO 105405 FID 30114-02DO431-105405-EO7685 X-28312 W-3049 MAPSCO NO. SO cm Wiow w N.U,113CIOW. Calle�To�o yo�m�y. ENCHMARK S. ry _ENCHMARK NO 1. J/ I QDARE CUT WITH 'X' IN CENTER AT BACK OF CURB GN SOUTH SIDE OF SALINOA ROAD 2 45' WEST OF m 6 MAINSTAY WAY CENTERLINE. ELEV 752.66 T 'ENCHMARK NO 2. n T16 'QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB VORTH OF THE PCCR OF SERRANO RIDGE AT _PER RIDGE ROAD ELEV 7655C �I CAS WELL AD SETBACK f I I GATE REVISION BY Ex1sTINc DRAINAGE AREA MAP GAS WELL SITE EXISTING CONDITIONS r - IN Terra Vella WELL 1l 11 ]Phase 1 4 \DENTON ! 1 ifiji1, 'y - - - °� u. DESIGN CRANTHAM ■9 Via; VERT: NI SH] ET SH NOTE' THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST Q HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 1-81J-392-44JJ ATMOS GAS 1-600-545-6005 NOTES: TXU ELECTRIC DELIVERY 1-B00-J11 -9112 CHARTER COMMUNICATIONS 1-81]-509-62]2 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN FORT WORTH TRANSPORTATION/PUBLIC WORKS 1- 17-392-1234 ON THE DRAWINGS WERE OBTAINED FOR OTHER FACILITIES WWN TEXASBII ORB OR 1-B00-545-6005 FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES AN V RESPONSIBILITY FOR LEGEND UTILITIES PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN — — — — — DRAINAGE DIVIDE AND/OR ANY OTHER UNDERGROUND PROPOSED STORM DRAIN SYSTEM C P UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS EXISTING STORM DR BRAIN SYSTEM C % 2 CONRTRACTOR SHALL VERIFY HOIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING y SURFACE FLOW DIRECTION UTILITIES PRIOR TO CONSTRUCTION. DRAINAGE AREA ACREAGE FRACTIONAL DRAINAGE AREAS — RIGHT-OF-WAY AREAS 3 IMMEDIATELY NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES 4. SEE APPROVED DRAINAGE STUDY FDS-24-0004 FOR COMPLETE DOWNSTREAM ASSESSMENT SDI 2-4'x3' MBC MADERO PHASE 4 EMERGENCY SPILLWAY MADERO PHASE 4 A SDI £� MADE SD o MADE ao I o 3E DRAINAGE DESIGN CRITERIA RATIONAL METHOD. DESIGN FREQUENCY (A) CLOSED E'STEM 5 YEAR (B) CLOSED SYSTEM 100 YEAR (C) OPEN CHANNEL 100 YEAR Q = CIA Q — FLOW IN CUBIC FEET PER SECOND C — RUNOFF COEFFICIENTS "A-5' RESIDENTIAL = 0 67 1 — INTENSITY IN INCHES PER HOUR FROM THE CITY OF FORT WORTH STORM DUN MANUAL 15 MIN 1Im = 798 A - DRAINAGE AREA IN ACRES n ROUGHNESS COEFFICIENT 0.013 REINFORCED CONCRETE PIPE 0.015 REINFORCED CONCRETE BOX 0.019 STREETS AND GUTTERS E r M O O 4 0 I N Z IfUI,� O Z m 0 200 400 O W S (L I 5 w CRY PROTECT N0. 1O54D5 > H: 31 h D010200431-1-105405—EOJ605 X-2 � W—J04g MWSCO No. sD LJ W W pow wlrHt's below. 3ENCHMARKS: C`Ilbefovc yoN tliy. 3ENCHWRK NO 1: 3QLMRE CUT WITH 'X' IN CENTER AT BACK OF CURB GN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF AAINSTAY WAY CENTERLINE ELEV 752 6E 3ENCHMARK NO 2. SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD ELEV 765 5E I I I I I I I DATE REVISION BY OVERALL DRAINAGE AREA MAP INTERIM CONDITIONS Terra Vella ]Phase ll CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS �� YIoUA 6060T o e ra xpresavay SIe400 P. G69 fill. Dallas, Taxes 752W FRN-F-1366 WA OJ NT340PR-0ECT03JID DATE JUNE 2024 DESIGN GRAN — DRAWN GRMTAMHAM MICHAEL C. ROE yam' 91� W SC834 SCALE I,— 1" — 200' VERT. N/A SZZHECCET I 3034 OF 122VSHEETS NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 1-817-392-4477 AT OR GAS 1-800-545-6005 TXU ELECTRIC DELINERY 1—BOO—Jit-9112 CHARTER COMMUNICATIONS 1—BiJ-509-62J2 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1—BiJ-392—I— FOR OTHER FACILITIES WWW TEXASBII ORG OR 1—BOD-545-6005 DRAINAGE DESIGN CRITERIA RATIONAL METHOD DESIGN FREQUENCY (A) CLOSED SYSTEM 5 YEAR (B) CLOSED SYSTEM 100 YEAR (C) OPEN CHANNEL 100 YEAR (D) 0 = CIA 0 — FLOW IN CUBIC FEET PER SECOND — CFS C — RUNOFF COEFFICIENTS "A-5" RESIDENTIAL = O6J 1 — 1NTENSItt IN INCHES PER HOUR FROM THE CITY OF FORT WORTH STORM DRAIN MANUAL 15 MIN N O= J.9B A — DRAINAGE AREA IN ACRES n ROUGHNESS COEFFICIENT 0.013 REINFORCED CONCRETE PIPE 0.015 REINFORCED CONCRETE BOX 0.019 STREETS AND GUTTERS LEGEND DRAINAGE DIVIDE r P PROPOSED STORM DRAIN SYSTEM CP EXISTING STORM DRAIN SYSTEM SURFACE FLOW DIRECTION e 88 IG ADR�N4TION DRAINAGE AREA FRACTIONAL DRAINAGE AREAS RIGHT—OF—WAY AREAS UETMATE DMINAGE ARIA SUMNARY r I I I €dII 11 e51 I ; I og IA Z� Ob'/ lm 1SE' (f I LHI I.6 /W Ilz 1 RaA r�l on lee nar lea uo 4a I lm a 1.v lm n4 x(A O—A J oxsnlro F NOTES. 1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISPNG UTILITIES PRIOR TO CONSTRUCTION. 3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES 4 SEE APPROVED DRAINAGE STUDY FDS-24-0004 FOR COMPLETE DOWNSTREAM ASSESSMENT. CRY PROJECT NO 105405 FID 3D114-0200431-105405-EO7685 X-28312 W-3049 MAPSCO NO. ED �ENCHMARK NO 1 \QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB N SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF AAINSTAY WAY CENTERLINE. ELEV J52.6E ENCHIAARK NO 2. pUARE CUT WITH 'X' IN CENTER AT BACK OF CURB \ORTH OF THE POOR OF SERRANO RIDGE AT OPPER RIDGE ROAD ELEV 765 5C \�I V I \I DATE REVISION BY OVERALL DRAINAGE AREA MAP ULTIMATE CONDITIONS CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS L,A Inoin"dra him LJA 6060 NONn C.-I Ex9lxaawap PNnaa 459621 D710 lU,I400 DA, Taxes 75206 ERN -F-1386 LJA PROJECT ID NT340-003J DATE' JUNE 2024 DESIGNSANTOSCOY TT /N _9i DRAWN GRANTHAM ,MICHAEL C. ROE SCALE � HORz- 1" = zoo' e0e za zoza i0 VERT: N/A SHEEP QF 1395HEETS PC STA 1+5362 SD6 PAV STA 1+50.00 (0.00' EQUINE TRAIL PT STA 3+11.11 S06- STA 1+00.00 LAT 60- PAV STA 3+07.50 (0.00' ) EQUINE TRAIL INSTALL 4' SO JUNCTION BOX STA 1+27.45 LAT 6G- PAV STA 3+07.54 (27.45" RT) EQUINE TRAIL CONNECT TO INLET PAV STA 3+10.03 (27.25' RIF EQUINE TRAIL INSTALL - 1 10' CURB INLET TO = 7BB.16 FL = 7-41 10' WIDE MAINTENANCE ACCESS RAMP O 15% MAXIMUM SLOPE STA 1+27.50 LAT 6F- PAV STA 3+07.50 (27 50' LT) EQUINE TRAIL CONNECT TO INLET PAV STA 3+10.03 (27,50' LT) EQUINE TRAIL INSTALL - 1 10' CURB INLET TO = 788.16 EL = 783 41 ROCKCLQUD pp J" PAV ETA 4+3503 (42.51' LT) CENTERLINE CUM DATA EQUINE TRAIL CONNECT To INLET DELTA RADIUS � I-ENGTH � C.ORG � C-L WITH APRON UNT SEE PUBLIC SWALE TO BE EQUINE TRAIL BY ROSEEDED AND MAINTAIN UNTIL INST- - 1 10' CURB INLET STA -STA 3.2673 - - - AIL EQUINE T IL EQUINE T CON ECT TO INLET CONNECT TO INLET ©ICI �452 'fI N��/tom, -.. , - _.�•/ I �j\\4C� IAT BH SWALE TO BE HYDROSEEDED AND MAINTAIN UNTIL 70% ESTABUSHED STA 0+]].70 IT - (SEE SHEET 58) PAV STA 9+76.08 (67.47- LT) Z------� EQUINE TRAIL INSTALL 3'X3' DROP INLET WITH CONCRETE APRON n STA 0+762D L1T 6H-OO PAV 0 20 40 eD STA 9+ 5 88 (65 99' LT) EQUINE TRAIL CONNECT TO INLET O 7 1 \ STA 1q+20.44 SD6= Z X. PAV SIA 10+16.82 (0.00' ) EQUINE TRAIL INSTALL 60' BEND � J\ JNVXE S Y UT 6A PUBLIC SWALE TO BE MR SEEDED AND MAINTAIN UNTIL m BA 70% ESTABLISHED (SEE SHEET 59) DRAINAGE FACILHY 6 EASEMENT / 396 AV STA 10+30.00 (18+50' RT) LJ �yz OUINE TRAIL Q INSTAU. - 1 10' CURB INLET = _ TO - 791.71 FL = 7RCG6 LL STA 10+a1.80 SD6= PAV STA 10+27 50 (18 50 RT) EQUINE TRAIL CONNECT TO INLET J STA 1+6321 IAT 6A -J TERRA VFl a PAV STA 9+9867 (5501' RT) > PHASE 2 (TO BE EQUINE TRAIL CID 30114CITY CT NO 0200431 5405 105405 E07605 TNHROAT 3x19050P INLET ROUGH GRADED) X-28312 < W-3049 STA 1+61.23 6A= MAPSCO NO. SO -AT PAV STA 9+98 67 153 03' 1) EDU INE TRAIL CONNECT TO INLET DRAINAGEEFACIASEMENfJ / STA 5+23.25 SOB. / %_� �� SG 1+00.00 UT 60 SD6= STA 9+DO llu�I �� 1 STA 4+11.11 SD6= INSTALL 45' WYE CONNECTION / EQUINE TRAIL PUBLIC SWALE STA ]+90.01 5p6- STA 1+00 LAT 6A Lk INSTALL 60' WYE CONNECTION lo-.R.-I3CIOW.- STA 1+O60' LET 6E INSTALL 80' WE CONNECTION STA 5+32.94 SDfi- STA 1+00.00 UT 6C TO BE HYDROSEEDED AND MAINTAIN UNTIL ]0% ESTABLISHED (SEE SHEEP 5]) PA 1+00.00 507- PAV SFA 7+88.39 (0.00') STA 9+41 39 SD6= C,111,0-y-diy. BENCH MARKS. INSTAL BQ WYE CONNECTION EQUINE TRAIL INSTALL 5' SO JUNCTXIN BOX STA 0+0000 UAL 6H INSTALL 60' WYE CONNECTION 3ENCHMARK NO 1 STA 1+2123 LAT 6C= PAV STA 5+3953 (1851- RT) PAV STA 5+41.94 (-50- RID) EQUINE TRAIL INSTALL - 1 10' CURB INLET PT STA 8+5805 SD6 PAV STA 8+5443 (000') 6QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB 3N SOUTH SIDE OF EALINDA ROAD 2 45' WEST OF MAINSTAY WAY CEMERLINE. ELEV 752.6E EQUINE TRAIL TC J8927 FL - 78452 EONINE TRAIL CONNECT TO INLET STA 8+82 62 SD6= 3ENCHMARK NO 2. SD^ b STA 1+000D LAT 6B INSTALL 45' WYE CONNECTION 3pUARE CUT WITH 'X' IN CENTER AT BACK OF CURB VORTH OF THE POOR OF SERRANO RIDGE AT 1+00 2+00 3+00 4+00 5+DO 6+)0 7+00 6+00 9+00 10- 00 -SPEED RIDGE ROAD ELEV 7655C 1 � � liI I Tod 80061 GIs sl NIA �1 J �1 �1�11!i 1 DATE REVISION By 795 1 795 STORM DRAIN PLAN& 1 B) YR H� �\ ~` ' I _ PROFILE SD6 ( - --- it 790 _- _ _ - - - r -- - I 790 Terra Vella ]Please 1 785 - ----� 1--_--� J _ _ (785 r�=WaLiFs9 CITY OF FORT WORTH �',r 6(, ✓_ .� - r a/-te`-T-- "�`� » ��' "/' Irrrsr�i �cu DENTON & WISE COUNTIES, TEXAS Ph -780 as9 szl oTlo =�8(,1s 780 Ee 1 OIL:�,�_� D d!o=�S�.rfc^=r��1J I�-ter �,�m� .,F� �yS ��ILANP,pv j7vR _per=f)p� 1 uA aalnr7na. YEo. �A 1 soso Nonn camrel E.preaa�as oaa �, T ��� iL ER R 6u11e 400 4,0 CF Qiu B .B CF. S GO,,Texas 75206 FRN-F-1III �� 1 sell f rFj.,= BdA FP.l_ v� „ ter, ..- ✓� ��-1i.'SFs 2!.6 M I PROJECT ID 08 775 775 DaTEHT340-0037 20z4 •,1jE"'\ ,.+ DESIGNCRPMHAM ra DRAWN SAN HEZ 770 r f s < y f - - r -'T 770 8 MICHAE� c:-Roc SCALE IE,, HOR2' 1° - 40' Wn� �n �n .53.. VERT: I'=4' SHEET =�eOaN.1=4+ 51 ry Y Ja d1- n 765 11 a 11 �� G 11 L 12 11 L G"� 11 12 L u a GILL �' r'x✓ a i� 765 of 122 SHEETS STA 1+2758 L 7- DID STA 20+57 50 (14 50' LT) BE MARES STREET END h PLUG STA 1+46.27 SD7- STA 1+00.00 TAT 7B N IN STP 60' WE CONNECTION STA 1+58.29 SD7- STA 7+90.01 5D8= PAL STA 20 STREET (5.00' RT) BEL MARES STREET STA STA 200 6.7= CONNECT TO INLET PAL STA 20+06. ET (5.00' BEL MARES STREET INSTALL 5' SO JUNCTION BOX STA 1+60.29 AV STA 20+67D04 (5.00RT) BEL MARES STREET INSTALL 4•X4• DROP INLET EQUINE TRAIL WITH APRON D 20 4D BD THROAT r 789.00 TERRA VE L / PHASE 2 (TO BE 30 ROUGH GRADED) T 7C 1 790 y (�MM6 STREET ' 7A -790 2Z FID PROJECT NO 105405 FID 30114-0200431-105405-E07605 793 794 X-26312 T 7B �A MAPSCO MAPSCO N0. SD II I I 1 1�.Idll \ T J STA 1+10.97 TAT 76= wiow --below PAV STA 20+57 50 (14 50' RT) BEL MARES STREET CallUefo�'e yogi dig. END A, PLUG BENCHMARKS. TAT BE PUBLIC SWALE TO BE EQUINE TRAIL PUBLIC SWALE HYDROSEEDED AND MAINTAIN UNTIL TO BE HYDROSEEDEO AND 3ENCHMARK NO 1 70% ESTABLISHED (SEE SHEET 59) MAINTAIN UNTIL 70% STA 1+31 25 SD7= SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB ESTABLISHED (SEE SHEET 57) STA 1+00 00 LIT 7C DN SOUTH SIDE OF SAUNDA ROAD 2 45' WEST OF INSTALL 45' WE CONNECTION MAINSTAY WAY CENTERLINE. ELEV 752.5E BENCHMARK NO 2. SD7 LAT 76 LAT 7C SQUARE CUT WITH 'X' IN CENTER AT BACK T CURB l.� VORTH OF THE PCCR OF CENTER RIDGE AT 0+00 1+00 2+00 0+00 1+DO 2+00 0+00 1+00 2+00 _OFRED RIDGE ROAD ELEV 7655C �✓ k� 01 m Pr � • II � � i II "i `9 805 805 c 1 805!805 i 1 to <q �z aq Mo REVISION ev 800 ��< r r �,� G G� 800 800 G� G�; 800 800 STORM DRAIN PLAN & EX STI IC GO P Rfpu''1 I I I PROFILE \ EI ISwc G PIIVD 1 SD7 XF TI RT , ' 1 \ Pro sDjR, E IR—ED \ I 795 'R4-'OJET G?? \ 795 795 1 �''�� 795 795 1 \ 1 795 ® _ I 1 10 • R ,GI -, Terra Vella 110 yR HFk-—� fro 'R 1GI \ ]Please l LS 790 ��, 790 790 11 `' 790 790 11 �I 790 I �— I��� � CITY OF FORT WORTH I ®I DENTON & WISE COUNTIES, TEXAS I1 I E�785 I I 785 785 I I I I 785 785 I I _ I 785 1 L I! 1 l.lA oglnwrinq. Ya. �A _ i1 ... _ _I�' ' '"� Soso NOne cam..".. Pno.a 46ssz1 oTlo C., .- tea— S-400 l �T c ®1o.s7; cs O oallas,TMea Tszos FaN-F-135s T��►S,�1� �, jL�=D 2 i�� `ramr=r L>�r - w = - III PROJECT ID as 780 I L= BT ,� 780 780 1.6 F �s 780 780 1 780 NT340-0037 s _ Dare JUNE 2024 .a DESIGN GRr HM o. a T YC _ Q ^ DRAWN S4NCHEZ 5 W�fMJE�.MICHAEL 5 C. 10E775 •, 775 775 SCArLE _Hoar VRT: = aG' SHEET E € 1 �:✓� -^ L ^ 1 -^ - - `r am 5 z. 1.4 52 770' 7r J 770 770 7 u' 770 770 7 d 770 or 122 SHEETS LFlltm"36�Ai�°ELR otlS'� L'111�� ke aou aprelan 0 �e imme eons 0 s,.e�unrelwbdH nm.035 ,oMr R,... Ramn 3m,e. �•m�wma I � ne�� Ial.a>= y�pa ima"°�neM��l'I amps. F�mPm�m ems°" a�� lb N, ®e �aIN INAi�4 C� o" a� o� S ms n mmcm a.EG.RYDE9DNMETNDD.AREA090dWAI.E 524 EARTHEN TRAPEZOIDAL AREA 052 PRNATE SWAIE I i CENTERLINE CURVE DATA 15we•Duuel Frwembn e5 STORM WATER FACIUIY d. pp I ID60•))�7 h�W}I rqN MAINTENANCE AGREEMENT lo IC '7h N I� d: ICVi DELTA RADIUS LENGTH LIgRD 4,�-L 1459 IFbwfn 9'wef•(7• •u MARGIN 10 MINIMUM Z A sxae i 40.4 Tel r4 Te3,e ia1 zM xu Tt4 is Iminl I t• jA FREEBOARD NAPURAL STA 4+]5.00 CULVERT A- I CS 28'39'7]' 700.00' 141.34' N]5'26'10 140.p7' EQUINE TRAIL SWALE TO BE GROUND t'A 3 GR011ND 1 SD4 SWALE TO BE SIA 1+w.uu sue= HYDROSEEDED AND MAMAIN f2.T01 •an A CULVERT AWfai(C`N NW �M[rHDD HYDROSEEDED AND MAINTAIN PAV STq 0+98.38 (0.00' )\ I C6 24'23'45' 80.00' 34.06' NBS30'26'E 33.81 UNTIL 70R ESTgBLI5HE0 3 d�W�l�p Tl��ckn•ss lea B' TOP SOIL 1 :+ 8- TOP SOIL zO I I q UNTIL ]OR ESTABLISHED EQUINE TRAIL SEE SHEET SJ �4.s DS" I toes PAID SEEDING xJ S D W 1 U, IM!(�Ih nepmaowlm SEE SHEET 48 IN AUU 6' SQ JUNCTON BOx // REQUIRED. 'WD SEF111N rw ra'Iw Nh (n) - e BeL0b0 ThIEN, sz li-1 ,1• RFAUIREO. m 1. AJJ�jj $$��//- l@ E ILEEI 112 -bW kiPW & MUING GR TION TABLES 103 D FMVIROIMnbox (BSI I STA tl -'8484 - FLOODPIAIN INSTALL 67 BY TYPE 'A' / / /� �'y INSTALL 67 SY TYPE 'A* DRY RIPRAP 10 /9 EASEMENT DRY RIPRAP (18- DEEP) + �> (18- DEEP) WITHIN CAS WELL SITE 2 W Uso f b naFFo / 'a q Ba ACCESS ROAD CROSSING LIMITS SECTION R-R Gntl•,bn m61 u �nm mF,ylure Ar-R Fj 9' HIGH ALONG HEADWALL \� Tailwarercon 7 STA 8-7648a I - l0o-vEAR ULTIMATE Ix I \� ExlsflNc CJS wEu slfE ( ) 1 yyIWp \? AREA OS2 PUBLIC SW NTS (AREA 052 PUBLIC SWALE wMron aF/61A sure s.r-2 n S�yp_78484 - - FLOODPLAIN$8] \ g GRAVEL ACCESS ROAD Q100 = 45.9 CPS Q100 423 CPS W min}}}}��yyy�111tt000Qpp((�Ppp(Tyyyy00y1�� 1 a -I I /--� I \`_ \� S - O.SOR S = 2.00R bD < T9MT M85tlME4eam apr a w=o ayww-o,way In Tq 22-784�64 - 785 O II i+ I i W Dp (0.050) -SEE TABLE Dp (0.050) =SEE TABLE Q IISEE SHEET 112 FOR RIPRAP & BEDDING GRADIABON TABLES 3_7 8P are a� ndl I �> \ V (0.035) - SEE TABLE V (O.D35) = SEE TABLE _ STA � „ m ( (AREA 052 PUBLIC SWALE) LL EARTIEN TRAPEZOIDAL CULVERT A PRIVATE SWALE "' n \m e m 'IJ 5 = 3 4 1 y, - P (ARE = 42.3 CFS 10 DRAINAGE FACIIM EASEMENT y n n ' I m i I \ \ AWtGIN I 1.0' MINIMUM ,V _ _ ` I i Dp (0.050) =SEE TABLE FREEBOARD - - _ cam° e61 i �86 V (0.035) -SEE TABLE w NATURAL-, - NATURAL - - aN GROUND 1 3 GROUNU N Ai J S n 1 d j42--R P qn 8, > �i \ IXISTING GAS WELL sT, `V FID 30114 CO200431 5105405-E07605 4*1 > 12112:1 - W" �71II\\\/\) R F ro X-28312 Q >� .( I a 8� 77827.3 83-784-F-'84 7� m $ �C \ 42' RAP MAPSCO 6" TOP SOIL T11 786 ~ J _ MAPSCO N0. SD AND SEED REQUIRED.IN. 12' ANDTOP SEEDING B' ^0 R- 783---� .e 2Q 9 1 I -� \ \ MAISTORNTENANCE WATER IW REQUIRED. 782.80 786 e I MAINTENANCE (CULVERT A PRNATE SWALE) SECTION A -A - - U - _7 7 _- B \ pGREEMENi 0100 . 103.9 CF5 _-- --_ - - 86-- ^ 20 40 80 Dp (DOW = SEE TABLE � � L V (0.035) =SEE TABLEI7010W.- GREGORYDE9IGNMETHOD-GULVERTABWALE RAN CAIJYDN WAY /� -_ _ RT A /-� - - _-J+56.38CIIIVF Calleefore youtliB. Swale OURall Pro[eclbn Pf AV CT tat DRAINAGE FACILITY PAV STA 1+00.00 EQUINE TRAIL SWALE l GUINE (RAIL 3ENCHMARKS. D50=vV�11.BJ2 USUwMI INSTALL 189 SY TYPE'A- EASEMENT END SWALE, BEGIN E4.1 (10J.�low in $wale DRY RIPRAP (18' DEEP) pT Ppv STp ]+593t STA 4+00.00 CULVERT M INSTALL 173 SY 1YPE 'A' DRY RIPRAP BENCHMARK NO 1 PAV STA 0+9638 (]500' LT) (18' DEEP), 9' ALONG HEADWALL AREA 052 PUBLIC SWALE SHALL HAVE EQUARE CUT WITH 'X' LI CENTER AT BACK OF CURB 20 Mlnlmum Le ho o��he[I P A Je] CULVERT A PRNATE SWALE EQUINE TRAIL Pf PAV ttA 5+48 ]t 12' WIDE FIAT BOTTOM WITH 10 1 SIDE 3N SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF 12 Mlnlmumll0 f rn (fee[I NOTE PAV STA 0+2816 EQUINE TRAIL (35073 LT)= TO BE HVDROSEEDED AN SLOPES FROM STA 7+10.00 TO END VAINETAY WAY CENTERLINE. ELEV 752.6E (x.90 Veloc ol0owl s o 10' WIDE ACCESS RAMP LOCATED OFF RANCHO HAN S A 1+12 6 LULVLNI A MAINTAIN UNTIL 70R INSTALL INSTALL S SLOPED END STA 5+460D CULVERT A- 3 HEADWALL & END SWALE 12 IN- IkI,..ss llncM1esl CPNYON WAY AT STATION 17+7000, INSTALLED BEGIN IA ESTABLISHED PAV STA 0+96.38 (71 OD' RT) AREA OEE PUBLIC SWALE N N BENCHMARK NO 2. WRH SENDERA RANCH FAST EQUINE TRAIL HYDROSEEDED AND MAIMAIN UNTIL 56 Daolim Thl RAN 6-BAST' MBC PER SENDERA INSTALL INSTALL 4.1 SLOPED END 707. ESTABLISHED BQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB fi BetltlinR TM1ickneu lincM1eal RANCH EAST PHASE 24 CPN 103162 CULVERT A 1+00 2+00 3+00 4+00 5+00 6+00 HEADWALL &BEGIN SWALE VORTH OF THE PCCR OF SERRANO RIDGE AT 7+ 8+00 OFFER RIDGE ROAD ELEV 7655C 800 mil ��I�n 800.1 I DATE REVISION BY 795 r r tii, r w 7J5 STORM DRAIN PLAN & nQ r I PROFILE PI'OI MA iR, BE ® �I I`Y \ s 6 71 k CULVERT A I 1� oD rr 7t 1 dl � r r1mFGs D Rlca ru F IaNi I �6f)ED UII T61' C= IAN< V 'XI ,TI►^. A tt 5+ 217 �L �� 76.E L64IC,wI �MNTI 790 790 PR 1cs RICF1 6p oR B� k-. � �.,� N GL RAI G:oL ND ® S, .1 -\ \ \ \ _ 71 a-� I / ` �I,o rR He Terra Vella 11 D 'R BIG PflIl2lSe 1 785 �___� _-�_ �� -��---�- -G- - T�, 3 785 5 8 E_EG,TIi 'Br�l 1 I ------ - ----- i - - TAP DENTON & WISE COUNTIES, TEXAS _ � \ 3D LF -----� CITY OF FORT WORTH F IN P�LP �P 48 LF 01 0{D Gh IF, EBU / 'd; d,' o 0'DA. VAS L k 780 .. ; IFLtAI �p1 APk A D ! IN IL L �A� LJA Oglnrring, Ya. ZJA eS ./'_, _.r. - - C a S 1 5►A,Of.�OA k CSID su�e400n camrel Expreazway Pnona 469 621 o710 F,AI - e3 Q, ```r= tb�-=g:,a .. -n-a F °h_i!s dP=fin .F_ Ju,:- �d yi'°'In_ sy A Dallas, Texas Tsws FRN-F-166fi DZ Lx ,0. SC 1= ST\BI� LJA PROJECT ID as 775 Ds s E AS E U 775-0037 1p Na JUNE zozaA s� „Da TD E L 9 9 DESIGN G.. I Q oo= z �.. DRAWN GRAMWUI - �( 'Ofl.(IJ31l�E AF.E 770 ..�.0 �.,.,.c„- 770 E.... c. Roe scALE E, EE VERT: 11' = 40 ms4o SHEET JI , 53 765 ,� i1 v- ,� i1 v- 1. ,� G i1 LL v- i1 v- ,� 765 OF 122 SHEETS �z1+06.00 EQUINE TRNLPSWUE 1/T PAV STA 1+04.05 (89.342 RT) EOUME TRAIL 0 20 40 g0 BEGIN EQUINE TRAIL SWALE L—� PAV STA 1+00.00 AVP�Tn3+€5.T I I I 1 II U I II ]g0 I I? I I, 1 I pQ 0�m� I \ I \ \ I I 11 I 1 T I I I 1 I r 1 I II I I AREA CDC PUBLIC SWALE SEE SHEET 53 FOR SECTION AND CALCULATIONS STORM WATER FACILITY MAINTENANCE AGREEMENT 0+00 805 800 795 790 „a i ' 775 i 770 — INSTALL 13 BY TYPE 'A" DRY RIPRAP (12' DEEP) STA 1+96.97 EQUINE TRAIL SWALE= I CENTERLINE CURVE DATA STA 1+00.00 CULVERT a PAV STA 2+02.54 (J4.14' RT) CV/ DELTA RADIUS LENGTH CHORD C-L EQUINE TRAIL INSTALL 24' 4:1 SLOPE END IAT 6E 4'14' DROP INLET C1 2T03'51' 400.00' 188.94' NT02.21'E 187.19' HEADWALL STA 2+51.01 EQUINE TRAIL SWALE- (SEE SHEET 56) C2 38'05'14' 510.00' 339.02- N1'31'40'E J32.81' PAV STA 2+B5.63V(BB.25' RT) STORM WATER FACILITY IAT BE PUBLIC SWALE TO BE EQUINE TRAIL MAINTENANCE AGREEMENT HYDROSEEDED AND MAINTAINED UNTIL INSTALL 24' 4:1 SLOPE END 70% ESTABLISHED (SEE SHEET 59) HEADWALL Ir lo J / 3 TqS N� s r-► A � , t m \� �e srA 3+1 _tJ PC PAv STA 4+TO TO EQUINE TRAIL PRIVATE SWALE TO BE WDROSEEDED AND MAINTAINED UNTIL 70% ESTABLISHED 1+)0 2+00 J 3 wW 3 w OF+SLD ;RPOEEir y+ IN .TA EL jIP;Pjr Liu�lltl YS =0 V 4 S W � 5 J � LLI LL / STORM WATER FACILITY MAINTENANCE AGREEMENT EQUINE TRAIL SWALE 4+00 5+00 r., LX rr;rng,SL'rn 13P U1 B'h1 'RI �P�4 FGl-TP OF —N—` AII STA EQUINE TRAIL SWALE = I PAV STA 7+50.81 (50.000 FT) EQUINE TRAIL END EQUINE TRAIL SWALE, BEGIN 4.1 6+00 7+00 r�aAE: ✓.! 9 m d J 4'X4' DRO' INLET (SE \ (SEE SHEET 521 2 (TO BE 8+00 J u f---- (Tn _I E _fO E, �oL GH cWDI D) vER ���lHfi"M�TNpp �rellpp��g �t� pr anmmv m rl»flMRI tlA15eAI v Inn INRNR{v'�pureaTa I jjy�/J4�m a(�J1p Wlarna �illeYAlPo111 io �J+ I�x-u4;o,� M ISM SRI 112 FOR RIPRAP & BEDDING GRADIATION TABLES Z EQUINE TRAIL PRIVATE SWALE STORM WATER FACILITY Z MANTERANCE AGREEMENT I 1.0' MINIMUM m EQUINE FREEBOARD NATURAL O owo�I GROUND TRAIL 6" TOP SOIL 6" TOP SOIL AND SEEDING AND SEEDING REQUIRED. LLI 12• REQUIRED. (n Q SECTION A -A = NTS wAIE LL 61 UU `� b ©Iv/aTF vwnl F A(•`�n� � gyl(� TF U=lJ1 6 Cf5 QS,f=fJ1 L1F' S 34% 34%L0 Dp (0 050) O 22' Dp (O O50) = 0 21' V (0035) = 155 FPS V (0035) = I H' FPS J W CITY PROJECT NO 105405 TO 30114-0200431-105405-EO7605 X-28312 3049 MAPSCOAAPSCO N0. SD LJ W H H.�owwN,fsbelow. Call Dofo,. y- aiy. BENCHMARKS. 3ENCHMARK NO 1. QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB DN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF MAINSTAY WAY CENTERLINE ELEV 752 6E 3ENCHMARK NO 2. SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB IORTH OF THE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD ELEV 765 5( I I I I I I 8 55! I I I I DATE REVISION BY 800 SWALE PLAN & PROFILE EQUINE TRAIL SWALE & I CULVERT B 795 Terra Vella ]Phase 1 790 CITY OF FORT WORTH I DENTON & WISE COUNTIES, TEXAS j 785 �� 9no 6060E o era presavry Ph- 469ZJA Sul 400 Dallas, Taxes 75206 ERN-F-1386 WA PROJECT ID 780 NT340-o037 DATE JUNE 2024 DESIGN —SCOY DRAWN GRA .. 775 -M{.CHAFE C. ROE SCALE }, Ic_N��p R1" = 4 VENT.. 1" 4' VE �A'AL E SHEET 57 770 OF 122 SHEETS awr rtmr Twm C 1 oTowl (�dQsy)� t Pf nml bo...Flf rW4AVVIEL ,r=E.S61 • sP6ryo�5•�la�•lM`:.1aS 4,.(k,gm�ml•IV mM(.e�aS 9�6�.rwl�•l ,elm M,ltyo�as 6HSWAlE 1 8361 1L4 )`m5 % N IXI 11 5p 1Ns0 1."(1 1."/1 IXi LI.N t 612 05 124 205 781@ 2@ 1 561 &5 124 A5 78157 56 150 tm 1m 22@ 63 71 124 205 78l.II 52 152 1.73 1.73 2. 2@ 1 466 bb 12.4 20.5 79308 51 Id 1I 171 201 201 bb 12.4 Ab iWt%2 49 t49 1. lib 201 20t bb 120 i06 A2.30 152 1.63 114 114 2.2.08 BN SWNE �� bb 12.4 Ab 7@.31 111 Dkcnerbea to 150 1.60 1T1 1i1 2. 2@ BH SWNE 1 ibb es 124 Ab 79205 'Pxnslreem Drop 115J 1.03 lib 1ib 207 2@ BN SWALE 1 204 65 124 IDS A1.@ 149 1a0 1.A lib 201 2..SUSWALE ; 1 05 124 205 79157 153 1� t.73 1.73 203 2@ OH swaE 05 1 79t 43 1 •111 1_ 2@ 0.I 124 IDS 203 T90S0 2� 2.69 2. 306 3.00 GH SWALE 1 b-GHDmPF4et 0.5 124 IDS 79D.38 299 3@ 3.@ 349 3.4B L!=Mml, GAS WELL SITE A � m I F < -- Y+--. -�- < 3 805 800 795 '790 o I I E 785 vo I e5 780 -$ I .a I I I 775 I EE i; 770 2 O / A 1 22 23 24 25 "', '_ / 26 2] IT BIG PUBLIC SWALE EAST TO BE HYDROS®EI) AND MAINTAINED PAV STA 12+11 11 1114 - LT) UNBL 70% ESMNSLISHED BEL MARES STREET END SD4 - SWALE WEST, BEGIN 4.1 DRAINAGE FACILITY EASEMENT LAT 6H SWALE 6+00 7+00 6+00 5+00 4+00 3+00 61 Q, C IF - :-F � 3y .> F � f F- 21 T' Ll' I 1 FEYNfI1 5SYA�G iAf KS� \ PR )PgGE) I EF TI P )F BA IN N/ DWAL GIJU ID 0 3Y,MLE \ X� 34 LF F RC SO_'D G-1 �� Al"., i-(.9'�`L -r(`cE O 20 40 60 P -- PC PAV STA 2+1443 i?A � m1 30 29 28 PAV STA 019,19 DO (17413' LT) BEL MARES STREET 2+00 Jq( I++,jT�ra00 a � N\I CENTERLINE CURVE DATA DELTA HOR CC7# 22'09?46' 96D OS L3N 13' I S7 C35'1 W 36 90' O O TAT 6H PUBLIC SWALE O N � r7 DRAINAGE FACILITY EASEMENT ~ 1.0' MINIMUM z Ljy'■■■■ NATURAL FREEBOAoRD GROUND o � LOTS O m = o 6" TOP SOIL 6' TOP SOIL AND SEEDING AND SEEDING REQUIRED 12' REQUIRED. SECTION A -A NTS W IUTFRIM pRFA 6G UITMATF (n DNU NS CONDITIONS Q Q1O0 = 205 CFS I-= 161 CFS = S-0.50% S=0.50% LL Dp (0.050) SEE TABLE Dp (0.050) SEE TABLE V (0.035) SEE TABLE V (0.035) SEE TABLE J W CITY PROJECT NO 105405 FID+ 30114-02DO431 105405-E07605 X-26312 < W-3049 MAPSCO NO. ED W H al Know wU.it's I3010W. Call6&-you dig. BENCHMARKS 3ENCHMARK NO 1 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB 3N SOUTH SIDE OF SAIJNDA ROAD 2 45' WEST OF MAINSTAY WAY CEWERLINE. ELEV 752.5E 3ENCHMARK NO 2. SCUARE CUT WITH 'X' IN CENTER AT BACK OF CURB LoRTH OF THE PCCR OF SERRANO RIDGE AT _OPPED RIDGE ROAD ELEV 765 5C I I I I I I 005.1 I I I DATE REVISION BV 800 SWALE PLAN & PROFILE I LAT 6H SWALE I 795 Terra Vella ]Phase 1 I 790 I CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS j785 - I glTw• -s Yg" LJA 6060 Noan C.-I Expleazway Phone 459621 D710 S-400 GAaa, Taxes 75206 FRN-I III LJA PROJECT ID 780 NT340-0037 DATE JUNE 2024 DESIGNSANEDKOY • ....... �♦ DRAWN GRAMHAM ,MICHAEL C. ROE SCA 775 �' HORr ALE = 40' VERT: 1" = 4' _ eos1A SHEEI 5 2.1.4 58 770 OF 122 SHEETS PI 6 LAT BE STA 1+00.DO IAT 6A SWALE (NORTH)= OTA STA J+AV 36.30 EQUINE TML - STA I —DO LAT 6A SWALE (S)UTH)= END -AT 6E SWALE STA 4+96.94 LAT 6A SWALE (NORTH)- PTA 1+61.23 LAT &A= PAT 6E PUBLIC SWALE ® 060% AV STA 9+96.67 (55.01' RT) PAV STA 13+97.61 (55.01 RT) EQUINE TRAIL PRNATE HOA/DEVELOPER OWNED EQUINE TRAIL h END SWALE, BEGIN MAX 4.1 SLOPE 3'x3' DROP INLET \ AND MAINTAINED OPEN SPACE & PAV STA 1+06.00 IAT 6A SWALE (SOUTH)= rr 11 10DRAINAGE EAiEOMEMINIMUM PAV STA 9+92 67 (35 01 RT) \ \ EQUINE �MARGINFREEBOARD NATURAL EQUINE TRAIL \ BEGIN SWALE, MATCH APRON \ \ 1 TRAIL GROUND LAT 6A PUBLIC SWALE (NORTH) TO 0 20 40 BO BE HYDROSEEOED AND MAINTAINED LET 6A PUBLIC SWALE (SOUTH) TO D \ ^ ( 1 M`- UNTIL 70% ESTABLISHED BE HYGROSEEGEO AND MAINTAINED N UNTIL J09 ESTABLISHED \ \\ STORM WATER FACILffV STA 1+O6.DO LAT M SWALE (NORTH)= \ ` 6" TOP SOIL 6" TOP SOIL D SEE ING MAIMENANCE AGREEMENT PAV STA 10+0467 (5504 RT) PAV STA 1+50.00 LAT 6A SWALE (SOUTH)= \ `\ it I 1 1 AND SEEDING AN REQUIRED. EQUINE TRAIL PAV BE S-E8 O (ED B71 RT) !\ 1 REQUIRE.. 12' GEMSTONE DRIVE BEGIN SWALE, MATCH APRON EQUINE TRAIL \ \ \ END SWALE, BEGIN MAX 4.1 SLOPE \ \ B AREA 6D SECTION B-B /A , AV A �, DD DS�R7D GF5 NT5 /1 --- DP (D.D50) = D.22' jj I V (0.035) = 1.17 FPS 791 ROUGH GRADE-) I I UT 6E PUBLIC SWALE TO BE/ I I 795 J94 r l f! --- - ---- "' PHASE 2 (TO BE __ WILLA ___ _ -- ---- ---�_ --- _---y-------------f- -_ (�� - 792 6A SWALE NORTH 791---. HYOROSEEOEO AND MAINTAINm O III I 79J � UNTIL 70R ESTABLISHED I I I I .. JI -i _ I I I SO6 I 1< i3 EQLIm TRAIL A 1D 9 , 5TA 1+ aeao uT BE BEGIN SWALE, MATCH APRON I I� I CITY PROJECT NO 105405 FIG 30114-0200431-105405-EOJ605 X-28312 3049 MAPSCO I E MARE MAPSCO N0. SD PAT BA PUBLIC SWALE NORTH 0 050% k SOUTH 0 1 50% I / I II STI EEFIf STORM WATER FACILITY 1 I I MAINTENANCE AGREEMENT I 10' 1.0' MINIMUM AREA 6B G NO II�M4RGIN FREEBOARD EQUINE 0100 - 3.30 CFS / r GROUND TRAIL DR (0.050 = 0.29' ` d'F, 14,ow what's IJOIOW. ��a V (0.OE FPUef S ` \ / / C011—y—diy. -� .035) = 1BENCHMARKS. 0100 - 020 IRS S' TOP SOIL 6" TOP SOIL S = 1.50R SSTTpp y(Tyyi�nn [�pp 5 BENCHMARK NO 1 AND SEEDING AND SEEDING DIP (0.050) = 51 S1A ST961? U1 e4 Svi R"c iQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB REQUIRED 12� REQUIRED V (0035) = 051 FPS PAV STA 4+41 J1 (44 B92 LT) JN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF EQUINE TRAIL MAINSTAY WAY CENTERLINE. ELEV 752.6E SECTION A -A 3'.3' DROP INLET "S ;.RTHMOF NO 2. QCARE CUT WITH 'X' IN CENTER AT BACK OF CURB LAT 6A SWALE (NORTH) LAT 6A SWALE (SOUTH) LAT 6E SWALE 5+50 5+00 a+.... }+00 2+00 1+00 2+00 1+00 2+00 3+00 4+00 VORTH OF THE PCCR OF SERRANO RIDGE AT -OPPER RIDGE ROAD ELEV 7655C aio s 3 aio 805 1J 8051 xx x N i (DATE REVISION BY 805 805 8� SWALE PLAN & PROFILE RLAT 6A (NORTH &SOUTH) i'�;EE LI T�' G A( \ / PmI OS.G RICiT TO IARn(� &6E SWALES N UL UI G m! No ® BY LE - 800 Pi✓-dI If? Jr Pi'v'-, yF 800 795 1.Q R +c - \ IE'S ,�-,ITT 795 Terra Vella Drt•E N/, ur-.L DR, IJ G ! V— / \ Phase 1 �795 1,1Tc 795 790 s 790 EGG ---- --- F -- — CITY OF FORT WORTH +0 rH Hh DENTON &W J ISE COUNTIES, TEXAS �7_ 9U 3 44 L Sl JP 790 795 `5' 785 .PSI 0 JE / ®+ 5! x uw �gln..Ang YTo Z✓A a o P - "A� Lo E=t�rJ, Soso Nenn cemrel Expreazway pne�e 46s sz1 BTt6 �Se 400 DAellee,T— Tsws FRN-F-tsfi6 0`/ 4/p LJA PROJECT ID 785 785780 �'""vt 780 M3ao-oo3J DATE * JUNE 2024 _8 �'��$JrD� 1 D--T �1 ra? •,1�.°A-:�".A oESIGN sa B.. I r�l�rr a rt ,�I�r r) ,I�u I I I DRAww cwwrwun D (DO I D p 4 Mi17E c:-Roc 780F mil m ��' ✓> 780 775 775 SC �' HORZ 1" 40' n�SHEET rl NI' PI rl W�MMn���'9b \r VERT: 1• = a, E �! mY - - - W .��' 7�� eoa �Na z z4G 775 775 770 770 of 122zz SHEETS ISHED n FLOOR Y FLOOR R I ROW I �_ 1 RETAINING WALL P 2% 29 P D \ \ '-A, 5 O FINISHED Tj FLOOR WARNIN 4.1 SLOPE "�,°•-- �c ,� f o EXISTING GAS PIPELINES, COMMCTOR TO VERIFY LOCATION GONTRACTOR TO SLOPE FRONT YARD FROM NEW I & CONTACT GAS PROVIDER PRIOR AT SLOPE AT 19° THEN UP AT 31 T FINAL PAD ELEVATION TO CDNSTRUGTION (MAX) D zo 40 Bo GRADING AT SIDEYARD WALL TYPICAL GRADING CROSS SECTION LOT GRADING TYPE A LOT GRADING TYPE B - + NOT TO SCALE NITS ALL DRAINAGE TO STREET DMINAGE BOTH TO STREET & REAR LOT LINE m EB oa' a -B=az• _ - - + V 1 - EB=D.r FP �3�io/ 31,c LEGEND unTFs D d IS� FPF /6 II FP= EB=0.2 13 8 2 f �� eFTgININC wAI 808.0 14 FP- ,g 71.3 SPOT ELEVATION l ALL PORTIONS OF PROPOSED REGAINING WALLS FP- :�°i BO6.O 8O2 1 EB=0.8' //1 EXTE DING FOUNDATIONS, FOOTINGS, ETC. SHALL NOT 810 2 I AT UNE SHE Fr 60' n I _ _ ✓I ], 3 EXISTING SPOT ELEVATION EXTEND INTO THE RIGHT-OF-WAY. 1 2 THE MAINTENANCE T RETAINING WALLS SHALL BE THE W (TYPE A) IP I J EB=O. FP FINISHED PAD ELEVATION RESPONSIBILItt OF THE PROPERTY OWNER ON WHICH < �o-r ( _ - - �+. � THE RETAINING WALLA R THAN D Q EB-02' rFIL EB-0. a _ r FP- TC TOP °F CURB 3 RETAINING WALLS GREATER THAN 15° IN HEIGM REQUIRE _$ 7 n 12 801.6 EP EDGE OF PAVEMENT SEPARATE BUILDING PERMITS, RETAINING WALLS GREATER W U P- FP= THAN 24" IN HEIGHT REQUIRE PLANS SIGNED AND MADERO EB=0.5' m 13 2p B=p J' EG EXISTING GROUND SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL PHASE 4 \ I // 805.E n 80 .4 - o/ j-� FLOW ARROW OR GEOTECHNICAL ENGINEER. Q CPN 104089 /_ EB=0.1' % 2"G� m / FPS F3 02 ~ _ _ _ FP_ = EXISTNG STORM DRAIN SYSTEM J IF✓� 80 5 8 u n 11 801 I EB EXPOSED BEAM CRY PROJECT NO 105405 im \ =0.8' _ EB=p.B• VG VALLEY GUTTER FID 30114-0200431-105405-E07685 FP= 12 FP- % FP= 21 - x-28312 Q 807.8 _ X °i U, w_l wa°a9 _ 805./4/II 1 800.8 T PROPOSED GROUND 6 TOP OF WALL I ~ o (TYPE A) I / I N I ^' /• MAPSCO NO. SO -0.1' II EB- .2 EB-B 6' II �° FP, EB=0.2 / / FP= DEDICATION B PROPOSED GROUND ®BDTTDM OF WALL "^ 80 .3 9 -/ 4 ..-'- f 10 800.5 E PROPOSED GROUND ® END OF WALL FP- ry \ m 1=B=O.2' FP- - EB=0.2 EB=0.]' ­ PROPOSED STORM DRAIN SYSTEM EB=O 5' _ 806.5 - n 805.1 00.2 22 m - PROPoscD RETAINING WALL MEE A) I nl � EB=0.2' Ip - ��a=az• - m w,eww 11,0.el -di FP- n B=O.J' EB=O J' f TREE PROTECTION CaIlUefol'e yo�l tli . d I_ BENCHMARKS. 9 00.0 INDICATES SIDE OF LOT WHERE EB=0.2' a EB=0.2' m SON WAY MUST BE LOCATED 3ENCHMARK NO 1 EB 0.]' FP= 'm FP= `� - SQUARE CUT WFH 'X' IN CENTER AT BACK OF CURB Tp B04 799 7 (r - ��II ® PROPOSED Row JN SOUTH SIDE OF SAUNDA ROAD E 45' WEST OF NON -REINFORCED CONCRETE PAVEMENT CO VAINSTAV WAY CEMERLINE. ELEV 752.6E EB=0 2' EB=0.9' EB- a EB=O.B' GPI= e FP- ® 50' BUFFER (NO EARLY GRADING IN THIS AREA) 3ENCHMARK NO 2. 1 80 3 TT - - E . - 799,Q 7I1 !EN CUT WITH 'X' IN CENTER AT BACK OF CURB FP= - P EB=0 EB=O.] W BL S _BRTH OF THE PCCR OF SERRANO RIDGE AT 806.3 �p EB=O.J' `FP= Ho FP EB=0.7' 1. TYPICAL PAD S17ES ARE 40' X 75' UNLESS DIMENSIONED 1 = OPPER RIDGE ROAD ELEV 7655C (TYPE A) n� ;w �/ 9 24 - - - OTHERWISE. BO3.9 799.1 N 2. FINISH FLOOR ELEVATION ITT) IS ASSUMED TO BE 080' ABOVE ER=O 2'-- m EB=0.2' FINISHm PAD (FP) EB=0.1' n EB=0.6' P wry W FP= 3. FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE _ 1 803. 12 NN -_ i - �c o^, ) 7 798.9 1 Z 100 YEAR FLOODPLAIN ELEVATION. FP- rc EB=p,2• •� EB- .2 EB 5' J 4. FINISHED PAD MUST BE 0.3' ABOVE THE HIGHEST POINT ON TYPE 805.3 N In mi EB=0.7• FP= FP- w ( "E A) �v n w 9 25 - m = 5. A MAXIMUM DRIVEWAY SLOPE OF 12% 803.2 798.7 .4 EB-0. n�P O U 6. MAXIMUM GRADE BEAM EXPOSURE SHALL BE 24" TO FINISHED W w ry� EB=0.8' / m �_ EB-0.4' m FLOOR (1.2' TO FINISHED PAD). i;N P _ _ I - O FP= 1% 7. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 10' FP- n \ I I _ C°d- / r ,P z 6 79$ � B. ALL DRNEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE I PATE REVISION BY, EB=0. ' r m EB=0.2, LOT UNLESS OTHERWISE SHOWN 1� _ EB-0.5' 9. ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL TRgO P OTECTION - / I- I, I J FP= FP 26 _ _ J` _ 4:1 MAX REPORT W232333-REV1 (DATED. FEBRUARY 1. 2024) AND GRADING PLAN FENCE ( P) i 802.6 m I 798.5 "' V SLOPE W2329/0 DATED. JANUARY 29TH, 2024). - - - - EB=0.9' EB-0.1' N EB=O T EB=0.2' FP= 7 } < 1 -I °• GAS WELL ' o Ian - - / IL;_ / 5 798.3 ( m 10. TERM VEL(D PHASE 1 HOA 9 MA2024) OPEN SPACES. MADERO CPNH104089 y �M1 FP= 5ffE FENCE •'� BB_p ILL J.2'- 11 8 1 o F F- x-27371 T I{ ..� 6 1.9 8.3 27 � - - Terra Vella EB=D.z' nYy aT l �m ='f,2• 01EB=0.' EB EB=04' FP_ TPhase FP E-02' n n 804.4 Pp= x n FP= $) m FP= ___ ____ __ o "PE A) �\N J!' BOI 2 5 ,`�., 5 801.2 I 798.0 28 -02, L N 60 65 CITY OF FORT WORTH IA 1,- 3 --- -- 1Q1zQ _ 1 I DENTON & WISE COUNTIES, TEXAS FP= n �" \ JlI - 797.8 66� 71 72 73 804.1 1 II P EB=D.2' " EB=0.2' IIr Fps/ EB=0.4' A (1T1 (� (ttPE A) 1+ �o / q FP- 29 o Ifi /n 61 6`Y H-H ..\Y� �A s ` o I / FF= 801.0 /TIIV//j97.8 9 LCCL/ IXJVi�{ �Twn7GL& Ya. n 1 1 rly i 6 EB=0.2' n l 6060 N.d Centre) Exprexzway PM1one 4596210710 80¢.9 I EB .5' EB=0.5' DA 400 nE - -✓� �� 2 97.6 A �- NryyTyT�{NjF�L(1I1/II 67 �70,% °sllssT�psTsws ERN-F-1se6 FP- EB=D.2' �B=0.2' T ET I✓++I+L� 03 BO3.B 1 _ ~ SHELL 62 F LJA PROJECT ID '8 (TYPE A) 1 J n /' ;-j-� m T 3 800 7 X/ o P 797.5 30 ' U tW� =1t� �^ ^. I 7` 62 63 68 (�, 69� M311NE 2J I off II, DATE* JUNE zoza I liu ,` pEs1cN Nros o V KEY MAP T �C WARNING ! NTs DRAWN snNCHEz �inicnne� c:-Roc AP OVERN ATE LOCATION EXISTING SCALE 'n OVERHEAD ELECTRIC LINES, "A 1455.ieo �' VE R: I" = 40' CONTRACTOR TO VERIFY LOCATION 3."s VERT: N/A '^ PRIOR TO CONSTRUCTION - o SHEET 61 OF 122 SHEETS