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HomeMy WebLinkAboutContract 63138Date Received: 4/21/2025 Permit No.: SWFMA-24-0086 Time Received: 10:53 a.m. City Secretary No.: 63138 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 21st of April 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, 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 1 hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner and Association provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner and Association, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located. NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to 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, such3 obligation is the 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 POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 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 21st day of April 2025. CITY OF FORT WORTH LANDOWNER GRBK Edgewood LLC, op v a Texas limited liability company Jesica MacEachern Assistant City Manager City of Fort Worth By: Bobby Samuel Its: Vice President Date: Apr 20, 2025 C/ Date: / Zr— Approved as to Form and Legality: ASSOCIATION Terra Vella Residential Comm nity, Inc. a Texas nonp corporation By: Matthew Murray Title: Senior Assistant City Attorney City Attorney's Office By: Bobby Samuel Its: Director Date: Apr 16, 2025 Date: a4U ATTEST: ADFFORroa do Contract Compliance Manager: r�" d �y,n,�ytkx. /� ""'�--- �PaaIlIlIl nEXA?oa By signing, I acknowledge that I am the Jannette S. Goodall person responsible for the monitoring City Secretary and administration of this contract, including ensuring all performance and Date: Apr 21, 2025 reporting requirements. fCw(lce Men-1,Ck Kandice Merrick (Apr16, 202512:35 CDT) Kandice Merrick Planning Manager Date: Apr 16, 2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on April 20th, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. <Pa�P�a KATHLEEN BRADFORD Notary Public ®* STATE OF TEXAS '�ocP Notary I.D. 12197197 My Comm. Exp. Apr. 12, 2027 . . . . . . . . . . . . . . LANDOWNER STATE OF _ T,s COUNTY OF Notary Public, State of Texas 2 M BEFORE ME, the undersigned authority, a Notary Public in and for the State of ` ( . on this day personally appeared Bobby Samuel, Vice President, 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 Edizewood LLC, a Texas limited liability company, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of L ,20 Notary 4Public,Staf KRISTY LYN CHANDLER Notary ID #129770238 My Commission Expires �aF April 1, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN ASSOCIATION STATE OF e,) oR6 COUNTY OF [ .011 J (� This instrument was acknowledged before me on 4,; �tQ7 by, authorized representative, acting on behalf of the Ten -AkA mm;•)14y! Inc_ YNotaryyublic, Stat of KRISTY LYN CHANDLER ;r, Notary ID #129770238 My Commission Expires April 1, 2026 46 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN EXHIBIT "A" 0.492-ACRE STORM WATER MAINTENANCE FACILITY AGREEMENT BEING 0.492 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 72°09'45" WEST, A DISTANCE OF 3,942.52 FEET; THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 34°10'01" EAST, A DISTANCE OF 60.00 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 48°27'38" WEST, A DISTANCE OF 5,094.81 FEET AND FROM WHICH A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00°16'24" EAST, A DISTANCE OF 0.70 FEET; SOUTH 54°39'26" EAST, A DISTANCE OF 31.06 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 14.00 FEET AND A CHORD THAT BEARS NORTH 83°48'30" EAST, 16.73 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 73°21'34" AN ARC -DISTANCE OF 17.93 FEET; NORTH 47°20'32" EAST, A DISTANCE OF 268.17 FEET; SOUTH 42°52'17" EAST, A DISTANCE OF 60.00 FEET; SOUTH 47°20'33" WEST, A DISTANCE OF 268.17 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 74.00 FEET AND A CHORD THAT BEARS SOUTH 87°18'31" WEST, 95.49 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 80°21'36", AN ARC -DISTANCE OF 103.79 FEET; NORTH 54°37'S8" WEST, A DISTANCE OF 25.88 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.492 ACRES (21,450 SQ. FEET) OF LAND. Aaron l,_rwwrf_,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 817-288-1900 TBPELS Firm No. 10194382 Page 1 of 2 (Revised November 25, 2024) July 9, 2024 CURVE Cl C2 5/8„ ARS APPROXIMATE I SURVEY LINE GBTM SENDERA, LLC C.C.#2020-132253 R.P.R.D.C.T. wW � J X � � > 0- 0� a=) Q w CENTRAL ANGLE RADIUS 73*21'34" 14.00' 80*21'36" 74.00' SONGBIRD ADDITION CAB. H, SLIDE 83 P.R.D.C.T. I. R. F. S00°16'24"E, 0.70' CHORD BEARING CHORD LENGTH ARC LENGTH N83°48'30"E 16.73' 17.93' S87°18'31 "W 95.49' 103.79' LINE BEARING DISTANCE L1 N34°10'01"E 60.00' L2 S54°39'26"E 31.06' L3 N54°37'58"W 25.88' \ S\\Y \ \ o\ No0 �72 GREENBA TRACT SQ 19 POINT OF BEGINNING � Z `L' / % X } 0 Ld a_> Q V1 MADERO PHASE 3 C.C.# 2023-222 P.R.D.C.T. \ "LJA" S00°19'50"E S00°19'50"E 15.00, 55.00' 'LJA" MADERO PHASE 1 DEED LINE RANCHO CANYON WAY C.C.#2023 80' RIGHT-OF-WAY P.R.D.C.T.. ( ) C2 GRBK EDGEWOOD LLC C.C.#2021—227988 R.P.R.D.C.T. RANCHO CANYON WAY (110' RIGHT-OF-WAY) SENDERA RANCH EAST LEGEND PHASE 24 C.C.# 2022-82 IRF IRON ROD FOUND P.R.D.C.T. C.C.# COUNTY CLERK'S FILE NO. R.P.R.D.C.T. REAL PROPERTY RECORDS, N DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS LJA 5/8"CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND > 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'1 PAGE 2 DRWN BY: K.R.B. 0.485-ACRE STORM WATER a CHKD BY: A.C.B. MAINTENANCE FACILITY AGREEMENT x SITUATED IN THE OF 2 PROJ NO. 0037 GREENBERRY OVERTON SURVEY, ABSTRACT NO.972 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 0 -, 1 IN I = 100 FT. (REVISED 11/25/2024) LJA Surveying, Inc. 3017 West 7th Street Phone 817.288.1900 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 • GRADING PLAN • PAVING PLAN & PROFILE • EROSION CONTROL PLAN • EROSION CONTROL PLAN DETAILS E)OSTING DRAINAGE AREA SUMMARY DRAINAGE AREA RUNOFF EA T• 5 SPEAR qS II00 IDDYEAR DO"' DESIGN INLET AREA lu•i OOEFF 1MA) IWMI ANTECEDENT PDl L. 0.90 LEE16b0 'U. LOD HTSIb 6704 030 Mll IL. — L. HCF111 311 D.30 1.1 311 3]3 m C4-]al 113.74 0.30 34.1E N.% 350 LOl —1 139.54 11 1 4LI 41.00 2.B3 l.D] IV I-- ANTECEDENT 101 POINT NUMBER 129 1. L. 213 1 PNASE4PONDRELE %.] 6B) 1.00 Q7-9 1 HNNETTA CREEK 311 5.61 1. 530 2 N:NRIFTFA CREFK I. A.LDO 148A "I A 311.6 A. L. 2 N..ACREEA NOTE SEE DRAINAGE STUDY FDS-24-0004 FOR ALL TIME OF CONCENTRATION FLOW PATH CALCULATIONS. V NOTES' I oll \ ` > THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN THE DRAWINGS WERE OBTAINED FROM FROM AVAILABLE RECORDS AND ARE IMATE. NEITHER THE OWNER, LOPER NOR DEVELOPER ENGI ENGINEER 1U' / Ory0 $ 819 ( ma m o o m ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED 81\ \ TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND 817 IR ' TES NOT OF RECORD OR NOT SHOWN ON THE PLAN P ANS. �15 8 2 CONTRACTOR SHALL HORIZONTAL AND VERTICAL ///---����---814 �—/ LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. N^` 8,} 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY (AREA HC4-1a2 TIME OF l \ CONCENTRATION FLOW DISCREPANCIES PATH (SEE DRAINAGE, -AAlo \`) 4 SEE APPROVED DRAINAGE STUDY FDS-24-0004 FOR TIME OF CONCENTRATION FLOW PATH CALCULATIONS STUDY FDS-24-D004 808� FOR CALCULATIONS) `. AND COMPLETE DOWNSTREAM ASSESSMENT. 807� \ C4-ia \ 32 DRAINAGE DESIGN CRITERIA RATIONAL METHOD K1 137 806�A DESIGN FREQUENCY (A) CLOSED SYSTEM 5 YEAR (B) CLOSED SYSTEM 100 YEAR (-OPEN CHANNEL 100 YEAR GAS WELL�1 0 n y 4i 4bb U ' ^ PHEAD SETBACK �� Q=CIA O - FLOW IN CUBIC FEET PER SECOND - CF3 / 1 � / S01 2-4'x3' MBC y1 / MADERO PHASE 4 I\ DRAINAGE C - RUNOFF COEFFICIENTS 'A-5' RESIDENTIAL = ] 98 I - IMENSITY IN INCHES PER HOUR EMERGENCY SPILLWAY III EASEMENT - - MABERO PHASE 4 FROM THE CITY OF FORT WORTH STORM DRAIN MANUAL 15 MIN Lim = 7 8 A - DRAINAGE AREA IN ACRES a XIG I / GAS WELL SITEL / t n ROUGHNESS COEFFICIENT0013 REINFORCED CONCRETE PIPE 0.015 REINFORCED CONCRETE BOX - 0.019 STREETS AND GUTTERS •PHASE 4 LEGENDII°�"L'°1°�°I rMADERO I --- - UT RE -- — DRAINAGE DIVIDE \ TER A \ PHASE �RLL ` SURFACE FLOW DIRECTION \ 8.88 ACREAGE ION DRAINAGE AREA AREA HC5-1b TIME OF CONCENTRATION \ SD8 2-3'x3' & I FLOW PATH (SEE ` 2-4'X3' MBC I 1 DRAINAGE STUDY ISTING '� FDS-24-0004 FOR a IMADERO PHASE 3 GAS WELL-�` _ CALCUUTIONSJ SIT ' i / HG5—,b rr �11,1 � 8 6J 04 MADEROPHA CPNS I03480 BOUNDARY = GAS WELL LIMITS FUTURE HEAD SETBACK PHASES >4 >gW C pD1 EASEMENT IJg> E o�$ _RANCHO CANYON WAYr o$ MADERO 1 EXISTING 100 YEAR -PHASE 103479 FLOODPtAIN LIMITS \ \ M ONO of NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: ' FORT WORTH WATER DEPARTMENT 1 81] 392 44]7 /yC9roN O o m � O /�/�`• 0H P m SD6 6 8x4 MBC I`�E L �^ATMOS GAS 1 800 54TXU 5 SENDER RANCH ��"6'd\dT \ T EAST PHASE 24 9112 DELIVERY °]-509-62]2 rM \LE,N of CHAIR ER COMMUNICATIONS 1 81TRIC �z FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81]-392-1234 oottff AR NCH I I/I/I6`I' III1/ I18/1^I/^yPI(/T(''/9%N//ry/�� "TB9 EAST PHASE 24 e= FOR OTHER FACILITIES WWW.TE%A5811.ORG OR 1 800-545-6005 a ..S'ANC ti CPN 103162 1\1�\�11���11 �11/ CONCENTRATION II \ PATH (SEE DRAINAGE r STUDY FDS-24-0004 FOR CALCULATIONS) — _\\ a02 N4 I 'GAS WELL` L \ - �- \ UWESTERN GAS SIT€ / \\\\ -SOTH PIPELINE INC._ L GAS WELL > �z AHEAD SETRA Kg3 \GAS WELL �gs\;\\HEAD SETBACK PUBLIC PARK F UR T RRA VELD PHASE 2 >gg�a (TO BE ROUGH GRADED) 7 ' EXISTING \1 GAS WELLI \\\\ v' \ SITE GAS WELL 0 N7 O O I O N7 H C z N \) PIS O 0 300 600 Q d AREA HC4-2b TIME of CONCENTRATION FLOW PATH (SEE DRAINAGE a STUDY FDS-24-0004 W _ FOR CALCULATIONS) W W \ CRY PROJECT N0. 05 % \ \ FIDX-2 301214-0200431-11-105405-EO]685 Q W-3049 MAPSCO NO ED CY A \0 � NBwvwdl9Ud �hrfm¢lid. 3ENCHMARKS 1-2b 3ENCHMARK NO 1 9 54 m �C''QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF 0 MAINSTAY WAY CEMERLINE ELEV 7526E ENCHMARK NOWITH 2 ^TP6 U 1 WIT CUT H 'X' IN CENTER AT BACK CURB _T y JRH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD. ELEV ]65.5( �- GAS WELL -- �y HEAD EETBACN I DATE REVISION BY 571NG 1 �aDRAINAGE AREA MAP EXISTING ,00 YEAR GAS WELL ooDPUIN uMITs T� � sl>,E � EXISTING CONDITIONS Terra Vella — G45 WELL rr 1� \(\\�� \ ST \ Phase ll GAS WELL STING SITE cAs weLL Bou140ARY 'sz CITY OF FORT WORTH I 1 BE� DENTON WI SE COUNTIES. TEXAS �S GAS WELL y / �96 HEAD SETBACK L L 60801Norlh Central ss`rTry Phore 4 0 I - --_ - -- Dallas, Texas 75206 FRN-F-1386 - it 1 • _ - \ NT340--0037 ° DATE. JUNE 2024 SEND ERA RANCH L�� f^LE _SENDERA RANCH EAST PHASE 23 - DESIGN. GRANTHAM E4ST PHASE 21 Ill 'I CPN 102553 r_ PRAWN C4NNTHIM CPN 102233 _ _ MICHAEL C ROE ALE _ \ ^0_ HOR2. 1' N 300' H5� VERT' N/A L Gt+° SHEET 6 24 20s, 35 OF 122 SHEETS NOTE. THE CONTRACTOR SHALL CONTACT 40 HOURS PRIOR TO EXCAVATING FORT WORTH WATER DEPARTMENT THE FOLLOWING AT LEAST IN THIS AREA: 1-81]-392-44]] ATMOS GAS 1-800-545-6005 NOTES TXU ELECTRIC DELIVERY 1-800-]11-9112 1 THE EXISTENCE AND LOCATION OF CHARTER COMMUNICATIONS 1-BiZ-509-62]2 ALL UNDERGROUND UTILITIES SHOWN FORT WORTH TRANSPORTATION/PUDIJC WORKS 1-817-392-1234 ON THE DRAWINGS WERE OBTAINED FOR OTHER FACILITIES WWW.TEXAS811.ORG OR 1-800-545-6005 FROM AVAILABLE RECORDS AND ARE APPROXIMATE NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO CONSTRUCTION. LEGEND THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO — — — — — DRAINAGE DNIDE PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND C % PROPOSED STORM DRAIN SYSTEM UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. C P EXISTING STORM DRAIN SYSTEM 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL —� SURFACE ROW DIRECTION LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION e EAGE ACR DRAINAGE AREA 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES . — FRACTIONAL DRAINAGE AREAS RIGHT-OF-WAY AREAS 4 SEE APPROVED DRAINAGE STUDY FDS-24-0004 FOR COMPLETE DOWNSTREAM ASSESSMENT. I �m J /�/ SDI 2-4'x3' MOO MADERO PHASE 4� EMERGENCY SPILLWAY 1 MADERO PH45E 4 5 MADE PHASI PH E° TM = soe 2-3'x3' z 08 2-4'x3' MBC MADE RO PHASE 3 SD12 24- RCP MADERO PHASE 1 CM 103479 �S iG n ML Pr GF oa / DRAINAGE DESIGN CRITERIA RATIONAI METHOD DESIGN FREQUENCY (A) CLOSED SYSTEM 5 YEAR (B) CLOSED SYSTEM 100 YEAR (C) OPEN CHANNEL 100 YEAR 0 = CIA Q - FLOW IN CUBIC FEET PER SECOND - CFS C - RUNOFF COEFFICIENTS "A-5' RESIDENTIAL = 0 67 1 - INTENSITY IN INCHES PER HOUR FROM THE CITY OF FORT WORTH STORM DRAM \1AH1111 15 MIN 11. = ] 98 A - DRAINAGE AREA IN ACRES n ROUGHNESS COEFFICIENT 0 D13 REINFORCED CONCRETE PIPE 0 O15 REINFORCED CONCRETE BOX 0 019 STREETS AND GUTTERS I N i 200 0D CITY PROJECT No. 105405 FTC: 30114-0200431-105405-EO7685 X-28312 W-3049 MAPSCO NO. 50 Kiii i—vM1-1's IDelow7 Gall Ui6 re you d,q BENCHMARK NO 1: SO ARE CUT WITH 'X' IN CENTER AT BACK OF CUR 314 SOUTH SIDE OF SAUNDA ROAD 2 45' WEST OF JNNSTAY WAY CENTERLINE ELEV 752f BENCHMARK NO 2: SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB DORM OF THE PCCR OF SERRANO RIDGE AT OOPPER TOGS ROAD. ELEV 765.5C I I I I I I I DATE REVISION BY OVERALL DRAINAGE AREA MAP INTERIM CONDITIONS Terra VcHa ]Phase b CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS LJA n9 6060NwIM1 nMeway S-400 Gallas, Tares ]52W LIA Phone 4696210710 FRN-F-1366 WA PROJECT 10 NT340-003] DATE. JUNE 2024 / DESIGN. GRANTHAM DRAWN GRANTHAM ..........._. C. ROE SCALE r sM+ICHAEL "e+s�4W¢ VOA, 1" N/A SHEET SHEET 1 _ 36 OF 122 SHEETS RETAINING WAY 1ALL PO���. . PROPOSED RETAINING WALLS 1 TYPICAL PAD SIZES ARE 40' X 75' UNLESS DIMENSIDNED OTHERWISE INCLUDINGNG FOUNDATIONS, FOOTINGS, ETC. SHALL NOT 2 FINISH FLOOR SHALL BE MI IS ASSUMED TO BE OBE' ABOVE FINISHED PAD (FP) i' LEGEND EMEND INTO THE RIGHT-OF-WAY 3 FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE 100-NEAR FLOODPWN _ _- 2 THE MAINTENANCE OF RETAINING WALLS SHALL BE THE ELEVATION \ I I�'Ii,E ,.1111) ]1.3 SPOT ELEVATION r RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH 4 MAXIMUM EXPOSED BEAM (EE) SHALL BE 0 7' AS MEASURED FROM FINISH PAD (FP) \ mod' ` II � � y. I 0 THE RETAINING WALL IS LOCATED 5 FINISHED PAD MUST BE 03, ABOVE THE HIGHEST POINT ON TYPE 'A' LOTS 7 LL ',4' J1 3 EXISHNG SPOT ELEVATION O 3. RETAINING WALLS GREATER THAN 15' IN HEIGHT REQUIRE 6. A MAXIMUM DRIVEWAY SLOPE OF 129. IS PERMITTED TO ON DROP GARAGES. IF A /'T, ��� w ! O SEPAWATE BUILDING PERMITS. RETAINING WALLS GREATER DROP GARAGE IS REQUIRED, THE MAXIMUM DRIVEWAY SLOPE SHALL BE 109., ( yyy�� !! A�' TY FP FINISHED PAD ELEVATION 1 THAN 24" IN HEIGHT REQUIRE PLANS SIGNED AND J. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1.0'. \ ova , r ', N TC TOP OF CURB 0 SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL 6. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE LOT UNLESS \� I + 4tii A S OR GEOTECHNICAL ENGINEER OTHERWISE SHOWN 'Ea' '1Wt �P[, EP _ EDGE OF PAVEMENT I� 9 ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL REPORT W232333 s'Eat �P1, \� �' j H BATED OCTOBER 2, 2023 PERFORMED BY ALPHA TESTING. �� �' EG EXISTING GROUND Z TREE PROTECTION Au DRAIuw[ TO sRE[T oRAINACE E B io - ET tr REAR Loi UNE FLOW ARROW O FENCE (TYP) -- EXISTING STORM GRAIN SYSTEM Z j 20 40 BO EB EXPOSED BEAM TO 0 >2 O VG VALLEY GURER O �» T PROPOSED GROUND ® TOP OF WALL B PROPOSED GROUND ® BOTTOM OF WALL APPROXIMATE E PROPOSED GROUND 0 END OF WALL LOCATION TRIBUTARY D PE r _ CENTERLINE PROPOSED STORM GRAIN SYSTEM n h 77g 0 \ y Y' 100 U�LTGIPMAWTN PROPOSED RETAINING WALL = \i / YLAR jJ.4 �] 0 - ] % ]� 6 9 TREE PROTECTION - _ + TREE PROTECTION d 'F6 7 1 0 / 0 FENCE (1YP) TREE PROTECTON 1 FENCE I-) P / 65� INDICATES SIDE OF LOT WHERE 1/ pRNEWAY MUST BE LOCATED MFI -= a, t� MFFE= v i MFFE in ] FE= MFi9 AFFE=]]3.OT /1g ? Jq > i �/ `� �FA�SEME�!!NT PROPOSED ROW g JJ- 5fi o 7J4.29 0 ]74 1 ]3.9] 773.56 0 \ / / / J m I m = F = ° FP m FP- m FP= w 77 ). 778. w 7 8.4w 777.2w 777.0 - 7.0'" P= > .g / STORM WATER FACILITY CRY PROJECT NO 105405 > (TY� B) (TYPE B) E B) (tt E B) (TYPE B) (TAPE B) I E B) 7 5.8 MAINTENANCE AGREEMENT FID. 3D114-0200431-105405-EOJ685 -2a312 Q 3 34 35 36 M B) 7 P .1 37 MAPSCO NO SD B) P= APSCO I j m 36 7 7 ]' 7� J 5 39 (TY 4 F 4.2 s > '6s_... ( ^ee �//� f \_ ercowwNsf>%delow. 40 41 42 > 3 � 3 RE 8) ♦��) \ `� '' alldeYu+crnR ay. - 43 2X FP= - - �(` ltA 3ENCHMARKS- BEL MARES ST ET _0 > al -( / 773.9 \ �Q 3ENCHMARK NO 1 53 'i \8) )) DN SOU LI CUT WITH 'X' CENTER AT BACK OF CURB AHSIDE OF A ROAD i 45ELE EST OF AINSTAYWAY CEMERNE V 752 6E ro oI FlROOR I 3ONCHMARK NO2 �I II ^'A^ ^ T5"I / \ - R SQUARE CUT WRIT 'X' IN CENTER AT BACK OF CURB 6 w 5 4 w w o 2 w 1 ` v Mph b0� 9 1' RETAINING WALL tORTH OF THE PCCR OF SERRANO RIDGE AT _ 6 2, COPPER RIDGE ROAD. ELI J65.56 FP�1 �I FP = FP FP N FP- 776.4 a3 '`is / i ,ti+'-�r.,fir _ FINISHED FLOOR 1� 780 78) w7 .60 779. 778.So 777.9 s - `v^ 09 V / ♦� r I / �\ \, 773 ,�9 's'e 4:1 SLOPE L BO4 W •J93 JBJJ62 / \ ]�6_�'9 E 4.1 SLOPE 1 i zo�i/1 1_ Bo Bn! 1.4 FP- s ]iz /���'s> FENCE ") - o � (MAX) � I - B3J W 123 1 a1.6s 601 777.0 42 FP= _ TT3 v GRADING AT SIDEYARD WALL I DATE REVISION By J '` y NOT TO SCALE " B `\ . EB=1- E8_ .2•1 n# \ GRADING PLAN p 1II FP FP FP FP � ,. 783.3 782.6w B= I�Z81.9 78 0 780.4 a- Eo.s ` / Row ` \ + FP - \ `� SEE MARES STREET SWALE QFP_ 29 2% . 2 776. rJ \ SEE SHEET 76 FOR MORE 5' P T" 35 36 wd ry 3J m 3B mo ry 40 777.2 = _ r """ RA VEL \ INFORMATION 39 FUTURE 1%� Terra Vella ja o iI m ER F� TER LA \ � PHASE 3 ttF 0 w � w w uml w w I 1� 1I EB=O. - F \\ \ Phase b s 3 3 CONTRACTOR TO SLOPE FRONT YARD FROM ROW e - �✓..c. .ii.,-d. '+' l✓ / ; 77 7 AT 1% THEN UP AT 3.1 T FINAL PAD ELEVATION $ r 1I4 STREET 15 i6 _ 1J - - EB=O.2' CITY OF FORT WORTH TYPICAL GRADING N BCROSS SECTION P= EDITION & WISE COUNTIES, TEXAS Ep ~ a o L3 7. z "z �z �2 777F.2 ` 65 I 6060 %1 Central Erc 1.1y Phone 4696210710 60 08 33 w 34 m 'y 35 0 36 m ry 3] m o 3B m o 39 m 41 m \ I EB=1.2' EB=O a 1 S-4OO c m °' Im m FP= �� Gallas, Texas T326fi FIN -F-1III 5 n6.z 66- 71 72 73 LJA PROJECT ID p I FP= P= FP- FP= TIP FP= FP= L7. =o.z_ 61 64 �ITTT NT34O-0037 'G S 783.6� 7 .9� 782.2� 781.5� 780.8^ 779.9* 778.9'< .LLLI" DATE. JUNE 2oza loll 1.2' E 4 '� i >`v FS rk ( DESIGN. BANEGCOY c o 0 o m FP_ RA FEE m B3.3- 67 _ DRAWN sANc E�70 _ 76�6 / �776 7,U 6 779.2 n �� ez x- � MICHAEL C. ROE SCALE e. ]0 823 8 .6 el 9 BD O Ate, 7a " EB=O.2'1''�'�' HORZ. 1" 40' -\ - \' \ - - 62 63 `� 68 t)li6�T� ij7p z vERT SHEET/A FIE` amee- P' a 73 HTs oa OF 122 SHEETS er W V4i 1{�yy WSELIPll AL ua 1y(�`Nllkr.a:M..00se A vrss rn Val7 ra ..a pYJ �L 96hc n .eO sa 14wus p�Tc Bm �1161/ 11 P i IerTy51] I 9I9('i EiAMfiPibEZ O.B[LMAR[SSTR[[T 1 •n xfNw3 uLJ e[L wwss sw »� sw I li', �1l 19 (il f el xe ] 1 �M� Twr iR9 `rye tad ([•M1I 8 Y silsa( APPROXIMATE LOCATION _ TRIBUTARY CENTERLINE �! l MR,I STORM WATER FACILI. s[LewR[s swuuFFii 5 A I [rwmnosam >b.x sxa rn.re va Tv 76 aA >A aoT 4m 4ss 4aa 11ncMs1 MPINTENANCE AGREEMEM SEE SHEET 112 FOR RIPRAR & BEOgNG GRAOWTION TARLE5 \ O BE TERRA VELIA I I O ROUGH G(TO / 4 N �- I (I� Q ABEL MARESI11■ - "WANED MAR I��IUUIUU.U■■■■■■I.11 1 BEL ES STREET+ \ \ / 0 20 40 80 Z _ \ \ U TERRA VELIA�— PHASE 2 (TO BE \ Q ROUGH GRADED l0 eS I I I I e2 \ \\ Yid-Epyj RWB IOS \\ LWIL L fit] S�F� R PHASE 2 PHASE 1 PAV sin 4+3]Too HILL VAFES RELT SWALE CENTERLINE CURVE DATA I END STREET ROUGH GRADING _ BEGIN SWALE INSTALL 31 5Y TYPE 'A' CVI DELTA RADIUS LENGTH CHORD C-L I DRY RIPKAP (12" DEEP) / C] 46'23'44" 600.00, 4B5.65' SBT26'26"E 4]2.W PT PAV / L _ CB 80'21'3fi" 5000- J0IS S87-18.31-V 6452'I PAVING KEY MAP PC PAV STA 3+e NT6 BEL MARES STREET 40 DC 41 OC 2 43 0B 44 OC o 785 a E 780 '��._-- —FRu1E To'775 .T-I.u�B O -- / Q -0 5OY — a 70 N a W Z EL M J E765 U otv s > In U 755 r 750 Y 45 BE 45+62 4+00 itl I N ER I I ✓: 1 -0 DHRC� / P✓a.AF`Ah 100-YEAR ULTIMATE FlODDI FLEASEMENT OODPLNN iHAN ED\J NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOUR5 PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 817-392-8296 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-81 BE r FOR ALL OTHER FACILITIES WWWT-1311 ORG OR 1-B00-545-BOD5 I'D O GREGORY METHOD-BEL MARES STREET SWALE H 763-i Swde ONhll Protection Z D50=�V17LBT��p�YfLv4Nxj1 88.9 FI Swale �cls1 � 1e 1) Z 10 �A�AI!No�/ �fVal 12 Th lexneea DneNeal 6 ID f�17 Afilnn Tn cxness linchesl I e IBeTO IT ISEE SHEET 112 FOR RIPRAR & BEDDING GRADATION TABLESI INSTALL 31 SY TYPE "A' W DRY RIPRAP (12" DEEP) Q d AV +�}D 11, p,L AURES STREET SWALE= AV S7SWALE12.9U BEL MARES STREET (2]862' LT) Am EARTHEN TRAPEZOIDAL BEL MARES STREET PRIVATE SWALE W ryyx 161 6 STORM WATER FACILITY CRY PROJECT NO 1054M > MANTENANCE AGREEMENT _ 10, jFI1* Ill 14-0200431-105405-EO]685 T60 f ye X-28312 Q 1.0' MINIMUM MARGIN 1_3049 NATURAL I FREEBOARD NATURAL MAPSCO NO 5D GROUND I 1 's GROUND AT[- 6" TOP SOIL e , 9, sB9 6" TOP SOIL AND SEEDING ' AND SEEDING REQUI REQUIRED. 12' RED. MROwwBd(�]G@IOW. d boloD. \ SECTION A -A 3ENCHMARKS- p\ 'DJ NTS 3ENCHMARK NO 1 \ \ (BEL MARES PRIVATE SWALE) (BEL MARES PRIVATE SWALE) SQUARE CUT WNH 'X' IN CENTER AT BACK OF CURB 0100 = 86.9 CFS 0100 - 86.9 CFS DN SOUTH SIDE OF SALINDA ROAD t 45' WEST OF S = 1.8= S = 3.10% MAINSTAY WAY CEWERIJNE ELEV 7526E Dp (0.050) = SEE TABLE Dp (0.050) = SEE TABLE \ A,(0.035) - SEE TABLE V (IOW) = SEE TABLE 3ENCHMARK NO 2 SQUARE CUT WRx 'X' IN CENTER AT BARK OF CURB BEL MARES STREET SWALE JORTH OF THE PCCR OF SERRANO RIDGE AT 3t0C 2+00 1+30 0+00 FOPPER RIDGE ROAD. ELEV ]65.51 Io � I T 785! I DATE REVISION I BY �f 780 PAVING PLAN & PROFILE j BEL MARES STREET &SWALE 0b� 1r d! IDNk 775 PR IP -� IG , 7,P OF NKI Terra Vella /�Tu�A� ��0 m ® P�� 1� 1I 11 YR H(L ]Please l AIF I ' r0�1=/863 I I 770 CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS °GaT31`-lI 755 . , .tlp 8666 M antral Evyisxsr�ry Phone 4698210]10 480 SO. Dallas, Texas ]5296 ERN-F-1386 760 LJA PROJECT ID NT340-0037 ^ T►L 5 P _ of DATE. JUNE 2024 - v. r x DESIGN. SANi0500Y F/ _ I H o D 3 ,� AF€ — o�c- 6. E� 7559Miciut` E} C. eo' �"^1°"^ •p (' JJ�� DRAwN sNJcxEz scILE RZ. 1' = 4' VERT SHEET 78 I 750 of 122 SHEETS INSTALL CHECK 9 s N STONE DRIVE \—\ W (n ST�6Ef H W Z STREET � �► O 1 O \ Il l / JILT! I II I 1 I f TERRA \ (TOB YOU I PH45E 2 y l GRADED) GH I Ci I 1 I I I 1 1 I 1 r y ST1 R)FT I I 1j I 1 1 I I I 1 AAA — I 1 J _ SENDERA RANCH EAST �I �R'�� C X-225942 2 I I I ::-/APP OXI /TE CREEK CENTERLINE \~ / B MAR S STRE \ f TERRA VELHA 1 PHASE 2 (TO BE ROUGH GRADED) 1 \\\� T\1� \ \ ND ES, 1 THE DEVELOPER SHALL PERFORM WEEKLY INSPECTIONS AND SHALL CONDUCT A RAIN EVENT INSPECTION IF THEE CITY Cltt OF FORT WORTH REQUIRES IT 2. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND EQUIPMENT-AYDOWN AREA. 3 PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND MAINTAIN THE CONSTRUCTION SUE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEQ TXR150000) 4. PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL DISTURBED AREAS AT THE COMPLETION OF ALL GRADING ACTIVITIES WITHIN THE 100 YEAR FLOOOPIAIN 5. IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE. THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DAILY BASIS. EARTH MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS USE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED 6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER. 7. ALL PARKLAND, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC DIVIDERS WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 DAYS 8 ANY PARKVilJD, RIGHT OF WAY (ROW), CORNER CLIPS, AND TRAFFIC DIVIDERS THAT WERE DISTURBED DURING CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER. 9 IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND, IN THE RIGHT A WAY, CORNER CLIPS, OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE GRASS GRASS WILL BE ESTABLISHED AT 1— BY THE CONTRACTOR 10. FOR PARKIUNN ROW'S MEDIAN. CONTRACTOR WILL USE CLEAN TOP SOIL WITH NO ROCKS TO BACK FILL BEFORE LAYING OF SOD OR HYDRO SEEDING. 11 GRADING TO BE INSPECTED BY PARD AGENT 817-392-5700 PRIOR TO SEEDING OR SOD 12. DELIVERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST THIS IS IN ACCORDANCE WITH SECTION 33-1 AS IT RELATES TO RESTORATION OF THE ROW 13 FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DETERMINED IN ((THHHJE{�f FFI/II�ELD.((11` EKIM [ATKOL lAEA OESNlAAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT THE RISK OF CONTRACTOR CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES I I'IlN■. N 0 50 100 200 I—IIIIIIIIIIIIIIII SEDIMENTATION BASIN SIZING PER TOM TPDES STORMWATER GENERAL DISTURBED AREA 409 ACRES SITE 2-YEAR/24 HOUR VOLUME —EA X DEPTH X RUNOFF COEFFICIENT =40 9 ACRES X 43.560 SF X 24 HR X 01 HR14 N X 12 IN X 030 ACRE = 149.655 OF RED STORAGE VOLUME' 150,655 CF = 5.580 CY STORAGE VOLUME PROVIDED. 12 214 CY (4.6' AVERAGE DEPTH OVER SEDIMENTATION AREA OF 1.61 AC) NOTE • 2 YR/24 HOUR RAINFALL INTENSITY FOR DENTON COUNTY IS 0 14 IN/HR PER THE NCTCOG 2014 ISWM MANUAL • 100 YR/24 HOUR RAINFALL INTENSITY FOR DENTON COUNTY IS 039 IN/ HR PER THE NCTCOG 2014 ISWM MANUAL NOTE THE CORRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FOR WORTH WATER DEPARTMENT 1-617-571-8296 AT OS GAS 1-866-332-8687 TXU ELECTRIC DELIVERY 1-BOD-242-9113 CHARTER COMMUNICATIONS 1-B17-509-6272 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-81M FOR OTHER FACILITIES—TEXA5811.ORG OR 1-800-545-6005 TOTAL DISTURBED: 86.20 ACRES LEGEND SEDIMENT BARRIER TO BE ----------- INSTALLED PRIOR TO ANY HAND DISTURBANCE DR INITLAT GRADING r (SEE DETAIL BHT 36) O SEDIMENT BARRIER TO BE ♦************- p INSTALLED AFTER FINAL GRADING AND/OR AFTERED PAVEMENT CONSTRUCTION 'L AND CURB BACKELL ND ROCK RIPRAP ~ Z DISTURBED ACREAGE _ FLOWING TO POND Q GRADING LIMITS & Z LIMITS OF THIS —' • — " — • • — CONTRACT m INLET PROTECTION SURFACE FLOW ARROW ROCK CHECK DAM wm CONSTRUCTION W ENTRANCE / EXIT in a TRUCK WASHDOWN AREA ©a ++ _ WASTE AND MATERIALS STORAGE LOCATION � I TEMPORARY SEDIMENTATION Q BASIN J W CRY PROJECT NO 105405 % FAD. 3D114-0200431-105405-EO7885 X-28312 af MAPSCO MAPSCO NO SD W F- �r wwnaf shelow. allgefarexuuuig. 3ENCHMARKS- 3ENCHMARK NO 1 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB GN SOUTH SIDE OF SALINDA ROAD t 45' WEST OF AAINSTAY WAY CENT RUNE 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. ELI 765.51 1 I I I I 1 I I DATE REVISION BY ISWM CONSTRUCTION PLAN Terra Vella ]Phase b CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS TNOM LIN 6060 Central EMpreuWry SNIM400 Phone 4696210710 Dallas, Texas 75296 FRN-F-1386 LJA PROJECT 10 NT340-0037 DATE. JUNE 2024 DESIGN. S4NCHEZ C. ROE DRAWN 51 L" HOR,MICHAEL SCALE 1' = VERTZ. A100' 118 OF 122 SHEETS 1. SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF FORT WORTH EROSION REGULATIONS. 2. RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION AND MAINTENANCE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSON(S) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBING ACTIVITY. 3. EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PLACE. 4 TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE IS REACHED ON ANY PORTIDN OF SITE TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 14 DAYS. 5 IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY Cltt INSPECTORS, ADDITIONAL MEASURES OR CHANGES IN THE ORIGINAL PLAN MAY BE REQUIRED BY THE Cltt OF FORT WORTH. 6 ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPLACED MMEOIATELY. 7 SANITARY FACILITIES SHALL BE PROVIDED ON THE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER TRASH & DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES 8 CONSTRUCTION ENTRANCES/EPRS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOILS ONTO CITY STREETS 9. REMOVE SILT SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLETS, STORM DRAINS AND ANY OTHER PUBLIC DRAINAGE FACILITIES DAILY OR AS ACCUMULATION OCCURS 10. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGES MADE IF NECESSARY 11. SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DAILY IF FEASIBLE, OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSITED. DISCHARGED SEDIMENT SHALL BE REMOVED AS SOON AS POSSIBLE 12. USING WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED. TEMPORARY R PLYWOOD CAP I 50MIN TEMPORARY ILLPIPE J TY�VAv NCTCOG ITEM 218(n) 'ROCK FOR FOUNDATION CROSS-SECTION (2'-5' ROcrc) PLAN VIEW RawwAY CURB INLET PROTECTION (STAGE LONE ) FRGT°LEAN,NG sRE FT �IICADWAY INCHES G cRAnE T o c°aLVE"ITD uNo NOTE REMOVE SITE WHEN DEPIN REACHES 6 WOVER UNDER �4'-6" DIA. OPENLY GRADED ROCK LACKCI SDO%)LINER I mi O �QOO PROFILE CONSTRUCTION ENTRANCE SNo SCALE SECTION ROCK CHECK DAM CROSS-SECTION EARTH CONTAINMENT BERM NO SCALE EEL oR wooD S Po T AT 10-o CC (MAx) ry ` WIREE LIKEwWRES IMIN) CIDNT /2BRICCANCERMEDIATEUGE Y %IC IN TRENCH BACKm uNE �cROUND /�~ o i ST - 1.3DD 3 Las/FT. MMINJ. DI0. TYPICALTEMPORARYFILTER FABRIC WITH WIRE FABRIC HIGH FLOW SILT FENCE DETAIL ni- SEDIMENT TRAP OUTLET NO 1­1 COUTLET (EYo SECTION A SEDIMENT TRAP BERM 6-8 OC NO SCALE ' _AMOCO 2312 (OR EQUAL) ANCHOR N 4' 4" TRENCH cIOM� Flow GROUNDLINE & Il ffffff�� TYPICAL TEMPORARY FILTER FABRIC WITHOUT WIRE FABRIC LOW FLOW SILT FENCE DETAIL NO SCALE RMTC WI �T ��D nnurR�w:�pye_,V_ famo �T FIIA.1 Bo _o_OtCOMnln MII COMA�wTpnt AFAR 111 N IIIIII0IIN W1 OG114 INSTRUCTIONS TO OPERATOR: OPE-CE SHALL IN IND STORM WATER RDLLUTCN PREYENTIDN PLAN`R..). THE ASSCC TED I III SITE NIT IF swPPP AT oR NEAR THE CONSTRUCTIONOENTRUNCE ("op PRovlocD IN 3 WRITE NAME AN DATE AT EACH LOCKDON WHERE EROSION CONTROL 4. SHOW ON THESE p ANS Lo"TON AND WR TE NAMEUIPD DATE NE STORAGE LOCATIONS, FACILRIES.L STORAGE LOCATION6.L CONSTRUCTION AOW VENCLE E HOES. AND HA6 BEEN MARK 710SE AREAS 11ERE ATION ED IN THESE A_ TI 7N THE I'll DATE REI�RAO EMVA_ OF EROSION CONTROL DEVICES AND NOTE REASONFOR "'A"' CHAINO E TC D A COPY STULL BE PUQEG IN THE SWPPP R_'D PLAIN E ON CURRENT PUN, AND BEGIN USSE AA COPY FOR NEW PIUAN YA! IEVIIED OIi610P1 T10N 07 57134MM CITY PROJECT NO 1054M FID. 30114-0200431-105405-EO7685 X-28312 W-3049 MAPSCO NO 5D RW4wwgambeIOW 'allgeYu+nrnM ay. 3ENCHMARKS- BENCHMARK NO 1 5DUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JN SOUTH SIDE OF SALINDA ROAD t 45' WEST OF VAI NSTAY WAY CENTERIJNE ELEV 7526E 3ENCHMARK NO 2 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB 1 I I DATE REVISION I BY ISWM CONSTRUCTION DETAILS Terra Vella ]Please 1 CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS WA,6��1' Ym.LIN 6060T or✓r 1 CenV It"1. Sw1e400 Phone 469821 WID Dallas, TSM, 75206 FRN-F-1388 LJA PROJECT 10 NT340-0037 DATE. JUNE 2024 C OFT t �Ap DESIGN. N/A BRAWN N/A C ROE SCALE .MICHAEL � HORS. N/A ALE VERT' A SHEEP 119 OF 122 SHEETS URBAN FORESTRY PLAN TERRA VELLA METES AND BOUNDS DESCHIP ON )aFTHnn A PaF¢Fav4nnN IN,HUHB FOR sbYANSI(R¢HIa,d2) Ealwlatlon I Bq,mre NRA AAA. A rozs areaof�p erty for arti0cialiwl i 21683.675E 49]. U311 earemwuana Otneraeepr2able area: 36s.1zn 1s9.rs c lr�wares urB.. Forests area - 14.311Es 328.n I Bw I.dTreeC Are (Patt21 fialwlatlon MW... iPmjnd„U`OI(`"')A8dwltaral(ssx) ResmwHal (4Dx)/New SubdMA.I, Dlxiw IssxJ 7.- Multifamily(­fwenspacerequirem U Mixed Use zoned site 150x 01 Otlen spare) E IAddleonal Sx HUSMa oreservanoa method 8l^omtetteatreea'I I (Cx.05) I - -I F lTwa uiredmnwvwvere8eforzite I ID.E.H.¢d I 3,579,6B9. an I nor Fxlsdn 6w Pst land dtti�atlon G IE¢Istir�.treoe reab�a H 1716.839 bi 3) see ingapprwa wPluu S4nly, thin preurve :minimum of SOx cammn3o3^^ov and S eo afurwmol-121' Tine A, . me 125961 IG v 051 IGx0.251 6A.310. 1Sw //11 3 lAddinona�pSx HuslHusl �R....-de • lotecea tree: IGx0051 dditionalpreservat pnro ptlon fprmi[Igatlonp signifl,anttree remwal LP Oaro'reu�.it=irenifmnttreea-;eep¢.31 9ulrement Nwl.1.K :M210. 1S59 M Areaofexis[ina mnoo�77resenetl 1816.442 4L7 N Tomlpreurvatipn aedlt towaN olantln¢ I (M.dd•I 1.816.442E 41.7 Irve nti➢RlPart xl // ream wlation sgy7r Aaaagl o lRaa m�np z.v anypv �4 ooD:n.fSo£tra€1-qq�� tidi(n I)) 'I nlz49s metllum ca ow trees@7DIi3,. I neell(�a ot.lwsaddl6oea0 F-M-z a� 0 2a9s x 7oo 1.76,IV1 1 �46.5m "/4�B71 R 325small canopy tTees@1DOsq-/l pefrlree l0 per1OI .1325atltli 11 325 x 1W 32.51E /�6.7SA "s hptal Plan6n¢ /�_ P.n.R 1.779,IXp ;/46Ynn TMT�T/TI �aedip�nqreaa:lar:ram�lYreamemml are exempt lPa„s-/7/T/�i � I alc i do Clrxoa0ln I s uare a aRbe rpa 77s 1400��1 a of, nvp i pvided (oroarkia� 1PFIFIIIment„1 Re4uiremenHlPad21t'////////////I adios caHlile —I� cano coves efor e'/ �///� IILSy��� ��esaldeLtremwerell sanppv / / 1s.ew.l D.SE 8)/TaIIflmMTees filalatlw Intlses OB11 0„h � x AIII PDs[Oaks/Blackiack Oaks 21%'tlbM1 III Fast of 1-311 bb All s IF s= o[hertrealrepaMleu of;l�ec ezwlocaHonl re T4ml Of sl¢niflmnreexto bep rved I i ddl��Pvni6matnee oreservadoa crew¢ s H. o.s ¢¢)Totalq iwimm tree: R, be removed aawb« Ir�9a f I e.11-11 MNivxl 99�Ptt mI.-d,et IT 1Tresery nrof ex 1u,,,m PY l.SX t(t 1I-, of removed si8nifimn[ dwbtlon hB M1Wsn OBN s frWuired canoov 00..E Ix sgRx 1.51 Plantingatlditional trees 5X the canopy ofremovetl signi0rant trees in �IexreuofreoulretlmnptyIHE. vaymwumotrcerund formmiabh mrne:of:igmBmmtree:removed lee gflxs (eedbh.$20D1 m S203-inchdbh OR... $ UNan Design Commission appmvetl plan lha[mitigatestM1eremoval of thesienifimnttreelsl LOCATION MAP 1 " - 5000' MAPSCO NO. 5D COUNCIL DISTRICT 10 TERRA VELLA PP-23-024 URBAN FORESTRY CASE UFC24-0054 APRIL 2024 SHEET INDEX COVER SHEET 4 PART I - METHOD A 5. PART I - METHOD A 6. PART I - METHOD A 7 PART I - METHOD A 8 PA Ri I - METHOD A 9 PART I - METHOD A 0 PART I - OVERALL PHASES 'NOTE: PART II TO BE SUBMITTED AFTER CONSTRUCTION PLANS APPROVAL FOR EACH PHASE PRIOR TO BUILDING PERMITS BEING 573 897 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY TRACT OF LAND DESCRIBED TO GRBK EDGEWOOD LLC AS RECORDED IN COUNTY I MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS BEGINNING AT A 1/2-INCH IRON ROD FOUND FOR THE NORTHERNMOST NORTHE SONGBIRD ADDITION, AN ADDITION TO DENTON COUNTY, TEXAS BY FIAT RECORI THENCE WITH THE NORTHERLY LINE OF SAID GRBK EDGEWOOD TRACT, THE FOUL SOIRH 00°5O'03" WEST, A DISTANCE OF 149 97 FEET; SOl1TH 32°16'46" EAST, A DISTANCE OF 724.36 FEET, SOUTH 42-54'09" EAST, A DISTANCE OF 24055 FEET; NORTH 65'46'20" EAST, A DISTANCE OF 438.63 FEET; 501IR111 EAST, A DISTANCE OF 12.92 FEET TO A 5/8-INCH CAPPED IRON ROD STAMPED °GORRONDONA" FOUND, SOUR121°01'03"WEST,ADISTANCEOF27790FEETTO A 5/8-INCH CAPPED IRON ROD STAMPED" FHu NOONA" FOUND; SOUTH 14°36'49" WEST, A DISTANCE OF 155.65 FEET, 501ITH 69°GS3C WEST, A DISTANCE OF 146 O5 FEET, SOUm W°33'26" EAST, A DISTANCE OF 12.88 FEET, SOUTH 15-29'53" EAST, A DISTANCE OF 31.59 FEET, NORTH 81-02'10° EAST, A DISTANCE OF 3 47 FEET TO 5/8-INCH IRON ROD FOUND, ITH 14°4 SOL1'Is- WEST, A DISTANCE OF 229 66 FEET TO A 1/2-INCH IRON ROD FOUND; NORTH 61-27'25" WEST, A DISTANCE OF 45.10 FEET TO A 5/&INCH IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 142862 FEET AND A CHORD THAT BEARS SOUTH 15°19'A8" WEST, 5718 FEET; WRH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 2'17'36", AN ARC -DISTANCE OF 5711. FEET; SOUTH E0°33'26" EAST, A DISTANCE OF 13215 FEET; SOUTH 81'11 - EAST, A DISTANCE OF 17.66 FEETTO A 5/8-INCH IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1253 61 AND A CHORD THAT BEARS SOUTH 05°33'M" WEST, 144 48 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF T36'26°, AN ARC -DISTANCE OF 144.56 FEET TO A 5/8 INCH CAPPED IRON ROD STAMPED "GORRONDONA"FOUND, SOIITH 01°47'47" WEST, A DISTANCE OF 7111 FEET TO A 5/.4N1H CAPPED IRON ROD STAMPED'GORRONDONA" FOUND; SOUTH 00°3548" EAST, A DISTANCE OF 1547.31 FEET TO A 5/8-INCH IRON ROD FOUND FOR THE SOUTHEAST CORNER OF SAID GRBK EW EWOOD TRACT; THENCE SOUTH 89°21'40" WEST, WITH THE SOUTH LINE OF SAID GRBK EDGEWOOD TRACT, PASSING 5/8-INCH CAPPED IRON RODS STAMPED "UA SURVEYING" AT 3180.80 FEET, 26M 17 FEET, 3763.50 FEET, 554L02 FEET, AND 5940 51 FEET, A TOTAL DISTANCE OF 71W US FEET TO THE SOUTHWEST CORNER OF SAME TRACT, FROM WHICH A 5/84NCH CAPPED IRON ROD STAMPED °JACORS" FOUND BEARS SOUTH 88°57'11" EAST, A DISTANCE OF 1.41 FEET, THENCE NORTH 00°1950" WEST, WITH THE WEST LINE OF SAID GRBK EDGEWOOD TRACT, PASSING 5/8-INCH CAPPED IRON RODS STAMPED -UA SURVEYING- AT 38 65 FEET, 1142.66 FEET, AND 2101.82 FEET, A TOTAL DISTANCE OF 4690.95 FEET TO THE NORTHWEST CORNER OF SAME TRACT, THENCE SOUTH 89°39'44° EAST, A DISTANCE OF 1584.40 FEET TO THE POINTOF BEGINNING AND CONTAINING A CALCULATED AREA OF 573 997 ACRES (24,998,96250E FEET) OF LAND. OWNER/DEVELOPER: GRBK EDGEWOOD LLC 5501 Headquarters Drive, Suite 3ooW Plano, Texas 75024 Bobby Samuel Phoue:(469)573-6755 ENGINEER: LJA Engineering, Inc. 6060 North Central Expressway SUITE 400 Dallas, Texas 75206 LJA Phone 469.621.0710 FRN - F-1386 PROJECT NO 0037 MATCHLINE SEE SHEET 3 13 REVISIONS 1 2 3 4 5 6 ] 6 9 10 11 12 TT- FP. ,II 7117 i xo DEscRIPnDN DATE STORM DR-AINAGE H• III I I 15 T6 17 18 I 19 20 /\ -- — — — — — -- — — — — - _ _ __ LEGEND 3 19 I 13 I r T 1�; \ III 1 I� III ® i= \ `•�•` 30 111 iEl\ 10 EP%RISTINO TREE CANOPY TO BE PDRAINA It ESENVED FACILITY EASEMENT J III 2G j 12 II \`�` 1% �J1 1, I Exsxc enscMenT To aE I " \ 20R@-51029 1 IL—_ I F / \ \ --- --Tj_­ ---- —RGHTOF WAYCANOPY TO BE 21 I 11 \ J PRESERVED I 12 13 l4 15 16 1J 2 ®EXISTING TREE CANOPY TO BE L— —REMOVED r— ---/ EASEMENTS IR TO I' II 10 23 APPROX LOCATION OF T STREET H— ---------' --I _ I I 6• EIEC. CSMT. \�\ I 6 ® (NO CANOPY) I iJ RIGNAF-WAY 9 III 9 24 9 1 1 ___ - _— -_ — -_ - _ AY I I I I I �A I �isMo OANOPv) 5 26 2] 26 25 24' 23 22' 21 20 19 • � I_ IJ I •r _ GAS WELL rlr------------{ ----- -- ------------------ -� �`• 1J II EASEMENTS GTREECANOPYIN +Y ACCESS; II II g - :\ II II PHASE 3 ' �11 E_ftSEMENi�j I_ ----- J - J r___—� \\ , 4 III T i BASEMENT 4� 4A l`\ � EASEMENTS aRIGN-oFw /_____ \\ ♦ �', , FLOODRLAIN Ens CPN. 1034a0 1EL ____— r� FT!____--J-_____J ____ -I- __-- —____I _____I ,, II 1 ® (NO CANOPY) 11 IIF____— _— � I I x-2]126 ] �• III ] 26 4� 3 I ILL 31 GAS WELL SITE O 13 4`( 2 � 1~ � I 12 � � ® ARE4 WITHIN "I B PROJECT MUT 40• PIPELINE ROW `I �I 1 NOT INCLUDED IN THIS OFF 40• ROW III TREE PROTECTION FENCE (TYP) II TCU#1-@xHlBli "A" _ .,/ I, III 1 2 3 4 5 6 J 6 9 10 /%/ a PROJECT LIMITS W - GRADING LIMITS EASEMENT II I II P - N9"345, PROPOSED PROTECTIVE FENCING 2091 I q 29 I I I 3 PROPOSED 10• UE (TYP) `� I 12 U) —ORANGE PLASTIC MESH NET WITH gyp` j/�'.I•L/10 W T-POSTS INCLUDING ATOP RAIL 3 3a i III z \\ �/� W AREAS i 11 I I I I i / 1 (n II 11 I 2 31 I 1 4 \\ / / / / Cltt 0•F FORT ORTH 1X I I\ /�.I DROw c, BD'I5]53 sF '11 W EASEMENT c. 222-8 SF 1 EXCLUSION T811 A '� il�l9 32 Z IONMErvTs ]Ac33a5365AF 1 OTHER sz4 Ili i 10 IX III ---`-------------------- 1 1 �/S 6 37 42 II41 4C }9 38 C) PROJECT BENCHMARKS ] 2 \\\ III jll BENCHMARKS: BENCHMARK NO 1 �/ •I I'/// \\\\' I SQUARE CUT WITH •X' IN CENTER AT BACK CURB J e g \\11 1II 5 ON SOUTH SIDE OF A ROAD t 45' WEE ST OF / \\11 I MAINSTAY WAY OENERTINE RNNE ELEV 75268 / II GAS WELL yIITE I 1� I III I1 4 BENCHMARK NO 2 li SQUARE COT WITH Y IN CENTER AT BACK OF CURB ;� 14 T 6 S a T 3 2 ' 1 �� ` P N I NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD. ELEV 765.50 may. 6 �18 15 `\ /-- `- C I I; III 2 "yf TREE PROTECTION FENCE �AWA FJIgi1MOtti11g. Inc. x—zx12s _ / I✓�� , _ i- J w J 40' SAN. SEWBR &SMT. _ Si{i� �fr I i it �i 6060 North Central Expressway Phone 469.621.0710 GRBK EDOEw001) LLC Suite400 a 21-22 g88 ��Y Dallas,Texas 7520- F-1388 PD DrC- FRN 1 PROPOSE. /-vl-- --_�����e= C.C. RP�R.B.e'T 909 �• MRP I}R-.,qGL TyT // _ II AY, A RIGH!�QE-k/N.T_ J _�\. -- -I ONGOR EASHMHNT r C.C. 20R1-11409-1R1 F _ I I- �{ MAPSGO NO SD '02'1'60S-4208E "- --r- - _Hr— -- r- COUNCIL DISTRICT 10 e ``►__ -. - -5 " SEND 0_P_R=T_C:T- ._____J_�l_ ___r_ �� LI TERRA VELLA PP-23-024 c WFl. I _ _ _ - L- -- 1 39.86W 563'..-1_ 4 �6 URBAN FORESTRY CASE UFCXX-XXX% i Cx _ ERA RANCH EAST C. R.DC./1P. 201CIT ..T. CITY OF FORT WORTH, TEXAS Ali ki a s ENGINEERING DIVISION X e PROTECTNE MEASURES MUST OCCUR ON ALL TREES LOCATED WITHIN FIFTY (50) FEET OF DEVELOPMENT ACTIVITIES / URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF TAG (2) TREES BE PLANTED PER RESIDENTIAL _ S� LOT FOR LOT AREAS BETWEEN REQUIRES SF AND 10,000 SF Nw,rr TERRA VELLA �� • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE .0 TREES BE PLANED PER IV URBAN FORESTRY RESIDENTIAL LOT FOR LOT AREAS BEM'EEN 10.000 SF AND 15,000 SF (UP TO NINE TREES PER K YMAP LOT) NITS 3 6 �®® 9. • MINIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHALL BE 2 THE LOT . QUANTITY LMG OF 1 I URBAN FORESTRY PLAN i TREES (IN EXCESS OF MINIMUM REQUIREMENTS) AND SIZE OF TREES AREA (SMALL, MEDIUM ORRLARGE) IIU■■ as MAY BE W TRVARIED TO REACH THIS CANOPY REQUIREMENT • ALL NEEE NINGS SHALL BE SELECTED FROM THE APPROVED Cltt OF FORT WORTH TREE e 6 LISTTREES PART I -METHOD A ' TREES RESIDENTIAL LOTS SHALL BE INSTALLED BY HOME BUILDER AT THE OF CONSTRUCTION E o • LOCATION,N, SIZE, AND TYPE OF TREES ON RESIDENTIAL LOTS SHALL BE REVIEWED AT THE TIME OF 0 50 100 200 o BUILDING PERMIT FOR EACH RESIDENTIAL LOT ON AN INDEPENDENT BASIS DESIGNED SANCHEZI SCALE. 1- = 100I DATE I SHEET —� c8 DRAWN SANCHEZ APRIL 2024 2 OF 10 n' i I III �� I Ij II II - II \\ II FUU ERME DER. 11 J PROPOSED 10UE GAS WELL SITE PHASE 4 GEN. 104089 AeAx oox Eo — %y`\ MATCHLINE SEE SHEET 4 `I !rIr 42 41 40 39 T 38 32 T 36 35 T 34 33 T 32 31 T 30 29 T 28 22 ' 26 25 ' 24 23 22 i it g 9 II � III 1 2 3 4j5j 6 7 8 9 10 13 14 15 16 iJ 18 19 2.1 21 I?LL LG 40 1138 37 36 35 34 r[33 32 r 31 30 T 29 26 T 22 26 T 25 24 T 23 22 21 it II 1 1 it - - l{ II 'Y / 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 l8 19 20 1 T J I ' r I �I II I_________1______1_________ y ,-FEE- -1 -------- —---------- V I 42 41 40 _ 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 ., //� �i IIII I I II I III 7 �I jl 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 __________ _____ ______ ___ �TT'FFT I J I ` lit 1 2 1 3 a 5 6 / —FIEF I __—f — yy 11 kryllrJ, - TP) III - TREE PROTECTION FENCE MATCHLINE SEE SHEET 2 NOTES. • PROTECTIVE MEASURES MUST OCCUR ON ALL TREES LOCATED WITHIN HIM (50) FEET OF DEVELOPMENT ACTNITIES • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF TWO (2) TREES BE PLANTED PER RESIDENTIAL LOT FOR LI BETWEEN 5,000 SF AND 10,000 SF • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE (3) TREES BE PLANTED PER RESIDENTIAL LOT FOR • MIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHTITY ALL BE 257 OF THE LOT AREA QUA OF TREES (IN EXCESS OF MININIMUM REQUIREMENTS) AND SIZE OF TREES (SMALL, MEDIUM OR URGE) MAY BE VARIED TO REACH THIS CANOPY REQUIREMENT • ALL NEW TREE PLANTINGS SHALL BE SELECTED FROM THE APPROVED CITY OF FORT WORTH TREE LIST TREES ON RESIDENTIAL LOTS SHALL BE INSTALLED BY HOME BUILDER AT TIME OF CONSTRUCTION. • LOCATION, SIZE, AND TYPE OF TREES ON RESIDENTIAL LOTS SHALL BE REVIEWED AT THE TIME OF BUILDING PERMR FOR EACH RESIDENTIAL LOT ON AN INDEPENDENT BASIS, I IRRAN RFSTRY K F AP NTS GAS WELL SITE I I REVISIONS LEGEND ■ P%RISTINGTREE 1-1-TO BE ® RIGHT-OF-WAY.ExBTIN. TREE ICANOPY TO BE ® EXISTING TREE CANOPY TO BE ®EASEMENTS (NO CANOPY) ®(N. CAOF-WAY (No NOPn EASEM G T11 CANIPY IN S&RIGHT-OFA EASEMENTS 8 RIGHT OF WAY ® (NO CANOPY)EASEMENT ® AREA WITHIN PROJECT "I BlR eN THIS UPS PROJECTU ITS GRADING LIMITS ORRANGE PLASTOIC MESH NET WITH T-POSTS INCLUDING ATOP RAIL AREAS T OTH REASMENTS 5247 AC,-5738 SF EXCLUSION 7611AC, 3315365 OF PROJECT BENCI-IMARYS BENCHMARKS: BENCHMARK NO 1 SO ARE CUT WITH Y IN CENTER AT BACK OF CURB ON SOUTH SIDE OF SALINDA ROAD x 45' WEST OF MAINSTAY WAY CENTERLINE E— 752 68 BENCHMARK NO 2 SO ARE CUT WNH Y IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD. ELEV 765.50 WA Engineering, Inc. LIA 6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386 MAPECO NO SD COUNCIL DISTRICT 10 TERRA VELLA PP-23-024 URBAN FORESTRY CASE UFCXX-XXXX CITY OF FORT WORTH, TEXAS ENGINEERING DIVISION TERRA VELLA URBAN FORESTRY PLAN PART I -METHOD A DESIGNED SANCHEZ SCALE. 1- = 100' DATE SHEET DRAWN SANCHEZ APRIL 2024 3 OF 10 7 � - �run --_— i IC i a �3Ertlbrii�I�f�iEiifiiiiioiii ® AN j I � I IF f ai FUTURE \' lw=mMA ERG li III IIII III: �a ���t e>•tttttt�tttttt�tttttt�t ttt mom�����ril�� MATCHLINE SEE SHEET 3 NOTES. • PROTECTIVE MEASURES MUST OCCUR ON ALL TREES LOCATED WITHIN FIFTY (50) FEET OF DEVELOPMENT ACTIVITIES • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF TWO 121 TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS BETWEEN 5,000 SF AND 10.000 SF • URRAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE (3) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS BETWEEN 10,000 SF AND 15000 SF (UP TO NINE TREES PER LOT) • MINIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHALL BE 25% OF THE LOT AREA, QUANTITYOF TREES (IN EXCESS OF MINIMUM REQUIREMENTS) AND SIZE OF TREES (SMALL, MEDIUM OR LARGE) MAY BE VARIED TO REACH THIS CANOPY REQUIREMENT. ALL NEW TREE PLANTINGS SHALL BE SELECTED FROM THE APPROVED GUY OF FORT WORTH TREE LIST TREES ON RESIDENTIAL LOTS SHALL BE INSTALLED BY HOME BUILDER AT TIME OF CONSTRUCTION • LOCATION, SIZE, AND TYPE OF TREES ON RESIDENTIAL LOTS SHALL BE REVIEWED AT THE TIME OF BUILDING PERMIT FOR EACH RESIDENTIAL LOT ON AN INDEPENDENT BASIS I IRRAN RFSTRY KEF AP NTS II/ li it Ij REVISIONS — BEsrRIP,I9N LEGEND ❑ E%STINO TREE CANOPY TO BE NESERVED I ®RIGHT-0E-WAY.ICANG TO BE PRESERVED ® EXISTING TREE CANOPY TO BE REMOVED EASEMENTS EASCANOPY) LO ®(NONT-OF-WAY Hno CANOPY) EXISTING TREE CANOPY IN Ld EASEMENTSBRIGHT-OF-WAY ®N FLOODPLAIN EASEMENT HNo CANOPY) LIJ AREA WITHIN PROJECT LIMITS BUT LLI NOT INCLUDED IN THIS UPS N PROJECT LIMITS Z- GRADING LIMS IT J PROPO9EDPNOTEDUVEFENCING- - ORANGE PLASTIC MESH NET WITH U T-POSTS INCLUDING A TOP RAIL Q AREAS DEDICATED Row 6923 AC, 3015753 SF OTHER EASMENTS-AC.2205]305F PROJECT BENCHMARKS BENCHMARKS: BENCHMARK NO 1. SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB ON SOUTH SIDE OF SAUNDA ROAD 3 45' WEST OF MAINSTAY WAY CENTERUNE ELEV 752 fib BENCHMARK NO 2 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD ELEV 765.50 WA Engineering, Inc. ZJA 6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386 MAPSCO N0. SO COUNCIL DISTRICT 10 TERRA VELLA PP-23-024 URRAN FORESTRY CASE UFCXX-XXXX CITY OF FORT WORTH, TEXAS ENGINEERING DIVISION TERRA VELLA URBAN FORESTRY PLAN PART I -METHOD A DESIGNED SANCHEZ SCALE 1• = 130' DATE SHEET DRAWN SANCHEZ APRIL 2024 q OF 10 t l.t N Uj U.1 (n W Z J U Q I A5D6 V a6 qy 50 51 52 53 65 �� 48 — 45 3 42 / j j j /61 SO s9 sa Il 41 / as /i 121 r / I r I�Ir I�/ lil I II QAS WBLL SITE I I e 14 16 0 9 Is 1, `20 ` F ' `✓ 20 I ..` 21 21\ 22 22 A` � 21 23 24A 4 25 9 25 16 \` ` 3 2 17 26 v\`):`. MATCHLINE SEE SHEET 6 e� NOTEs • PROTECTNE MEASURES MUST OCCUR ON ALL TREES LOCATED WITHIN FIFTY (50) FEET OF DEVELOPMENT ACTIVITIES E URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF TWO (2) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS 9 URBAN F 5,000 SF AND 10.000 SF. URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE (3) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS `g BETWEEN 10.000 SF AND 15,000 SF (UP TO NINE TREES PER LOT). i% MINIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHALL BE 25% OF THE LOT AREA. QUANTItt OF TREES ON EXCESS OF MINIMUM REQUIREMENTS) AND SIZE OF TREES (SMALL. MEDIUM OR LARGE) MAY BE VARIED TO REACH THIS CANOPY REQUIREMENT. ALL NEW TREE PLANTINGS SHALL BE SELECTED FROM THE APPROVED CITY OF FORT WORTH TREE LIST E TREES ON RESIDENTIAL LOTS SHALL BE INSTALLED BY HOME BUILDER AT TIME OF CONSTRUCTION CC LOCATION, SIZE, AND TYPE OF TREES ON RESIDENTIAL LOTS SHALL BE REVIEWED AT THE TIME OF BUILDING PERMIT FOR EACH o? RESIDENTIAL LOT ON AN INDEPENDENT BASIS. €I �3 URBAN FORESTRY KEY NTS REVISIONS DEscRIPnaN DATE LEGEND ❑ EXISTING TREE CANOPY TO BE STIN. TREE ® RIG HT-0E-WAY.ICANOPYTOBE ® EXISTINGTREECANOPYTOBE REMOVED EASEMENTS (No cAnoRry ®N'G -WAY (NO -- (No QANPn F3EXISTING TREE CANOPY IN EASEMENTS 8 RIGHT-OF-WAY ® Mo CAN pinEABEMENr ®AREA WITHIN PROJECT LIMITS BUT eNOT INCLUDED N THIS UFP PROJECTUMITS G OPOSEDPROTECRVE FENCING - ORANGE PLASTIC MESH NET WITH T-POSTS INCLUDING A TOP RAIL AREAS DEDICATED ROW 23AC, 3015753SF OTHER EASMENTS 5241 AC.2205T3: SF PROJECT BENCHMARKS BENCHMARKS: BENCHMARK NO 1. SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB ON SOUTH SIDE OF SAUNDA ROAD 3 45' WEST OF MAINSTAY WAY CENTERUNE ELEV 752 fib BENCHMARK NO 2 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD ELFV 765.50 WA Engineering, Inc. ZJA 6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386 MAPSCO 40. SO COUNCIL DISTRICT 10 TERRA VELIA PP-23-024 URRAN FORESTRY CASE UFCXX-XXXX CITY OF FORT WORTH, TEXAS ENGINEERING DIVISION TERRA VELLA URBAN FORESTRY PLAN PART I -METHOD A DESIGNED SANCHEZ SCALE' = 100' DATE SHEET DRAWN SANCHEZ APRIL 2024 $ OF 10 6` 15 N it a II(1■■■ 12 11 2 \14 IA 10 \ 57 �( (( 17`` \. 6fi II 8 II 7 6 19 55 II, 54 Ilj 41 17 5 II 6 NJ S\1 �q s Gs 0, \T`•; 20ITE3 ` 51 2 l421y N50 ` 13 22 W --_--_ ,F,` 12 11 23 Ld Z `I\I 1, I 25 . 46 ` 9 21 QdQ /24 D 44�`\`y 6 \\\ 26 — - 43 `. 23 9 42 T 31 4D III 0 32 �-9 "'111 8 `,l 33 \ 38 1 TREE PROTECTION FENCE (ttP) I/11C01MI101:1111M21�y7121a W REVISIONS nv xo t �`\ .� �`V DEmMPnar DATE `� \` 6 3p 13 `� , \- Z PROPOSED 10' NE (ttP) t 19\ l2 20 ``� / / OFF WORTH ETJ 32 \ .\\ 11 21\� ` ✓✓✓ 9 // 0 33 is S22\� 11 LEGEND q 9 35 24 12 ❑ E%ISTING PRESERVED 13 TREE CANOPY TO BE 8 `\6 ,\\ _ _ ® RIGHT-0E-WAY.ICANOPY TO � 25 BE 14 TREE PROTECTION FENCE (TYP) PRESERVED 5 26 I 1`1- ® EXISTOIGUTREE CANOPY TO BE REN0 ` 5 A I 15 EASEMENTS \` i p1 a . a 27 III I - (no CANOPY) 22 , `� 3 I I 11 RIGHTAFWAY 'll 3 20 28 j `.. ® (NO CANOPY) ` ; 21 1 III �II 11 OITY OF FORT WORTH F3 EXISTING TREE CANOPY IN 2 24 2 qi II II 2 29 I11 11II Q= EASEMENTSBRIGHT-OF-WAY 1 IX Al1111111 t a2 III 30 11 Li (NO CANOPIY)FASEMEM LLJ 1�/ _------{----- JJ -------------2 y )I AREAWITHIN PROJECTUMITSBUT I` I T 3 V) IL/JI NOT INCLUDED IN THIS LIFE -�--- _ r _ •\-y 29 W = PROJECTUMITS W 26 27 28} 29l II �I GRADrvG LMs T I II 30 PROPOSEUPRIVG- OTECTEFENCN 12 I 9 12 1 III 9 12 Ld - ORANGE PLASTIC MESH NET WITH I I T-POSTS INCLUDING ATOP RAIL Z 23 13 II 8 13 III 11 8 13 8 13 2 AREAS II I I rl 32 e 4 II _.. II 7 14 II r 1 7 14 7 14 F UTILITYED EASEMED ROWENT 9 Y3 AC, 1087139 SF 3 r i j l Q UNMtt EASEMENT 5247 AC 100]139 SF 33 OTHER E48MEMS 624]AC 22067305F _1 -- 6 25 15 Ili 11 ill fi 26 15 III I~il illl fi 27 IS II 6 28 t5 W EXCLUSION 7511 AC 33153S5 SF 11 5 I6 Y 111 5 16 I1 LL II 5 16 II H 16 IY 34 F j III 35 I PROJECT BENCHMARKS II 11 a 17 �i Ij a 17 III ill 4 IJ (III it 4 I 6 BENCHMARKS: FS 6 I1t8 II III 3 t8 II II 3 18 �1 II 3II II ` I� I I I I BENCHMARK NO 1. t9 II II 2 19 II 1 2 19 37 SQUARE CUT WITH 'X' Iry CENTER AT BACK OF CURB ON OF 719 1 I2 IIIYMANSTAYHWAY CENTERNESIDE OF DA ROAD 3 45ELFV' WES752 fib 6 I 1 20 I 11I 1 20 J 1 i 1 20 I I1 _ 20 J I i_38 BENCHMARK NO 2 ,_ L �._ y �____J-�� �_�����__���---1 •� -- •�---��--����--�J SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF SERRANO RIDGE F THE PCCR 0 RI E AT EI I\\ IIE [-I ''.'E COPPER RIDGE ROAD ELFV 765.50 75 4 73 72 11 II 66 66 64 E, 62 61 Go 69 II Ill 22 23 71 \\` 58 I lie WA Engineering, Inc. ZJA TREE PROTECTION FENCE (ttP) U — t �\\ 57 1 1 6060 North Central Expressway Phone 469.621.0710 Suite400 40 Dallas, Texas 75206 ERN - F-1386 EASEMENT J 55 MACO N0. SD PSI 10 TORRA IVELLA PPT 3-024 URBAN FORESTRY CASE UFCXX-XXXX MATCHLINE SEE SHEET 7 = CITY OF FORT WORTH, TEXAS i� ® a s ENGINEERING DIVISION �9 NOTES a PROTECTNE MEASURES MUST OCCUR ON ALL TREES LOCATED WITHIN FIFTY (50) FEET OF DEVELOPMENT ACTIVITIES oR • UPDAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF TWO (2) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS TERRA VELLA ig BETWEEN 5,000 SF AND 10,000 OF r URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE (3) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS URBAN FORESTRY K YMAP 3 6 9 BETWEEN 10.000 OF AND 15.000 SF (UP TO NINE TREES PER LOT) NTS Ew URBAN FORESTRY PLAN • MINIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHALL BE 251 OF THE LOT 11 QUANTITY OF TREES (IN EXCESS OF MINIMUM REQUIREMENTS) AND SIZE OF TREES (SMALL, MEDIUM OR LARGE) MAY BE VARIED TO REACH THIS CANOPY cM REQUIREMENT • ALL LAHA NEW TREE PNTINGS SLL BE SELECTED FROM THE APPROVED CITY OF FORT WORTH TREE UST e6 TREES ON RESIDENTIAL LOTS SHALL BENBY HOME BUILDER AT TIME OF CONSTRUCTION ' LOCATION, SIZE, AND TYPE OF TREES Ory RESIDENTIAL LOTS SHALL BE REVIEWED AT THE TIME OF BUILDING PERMIT FOR EACH Z ] g I PART I - METHOD EI RESIDENTAL LOT ON AN INDEPENDENT BASIS. DESIGNEDSANCHEZ SCALE '1• = 100' DATE. SHEET �a (DRAWN SANCHEZI I APRIL 2024 I e OF 10 14 MATCHLINE SEE SHEET 6 REVISIONS 53 III Ixo DESDRIPnaN DATE ICI I LEGEND TREE PROTECTION FENCE OYP) ❑ EXISTING TREE CANOPY TO BE PRESERVED ®RIGHT-0E-WAY IC OR TO BE PRESERVED / ® EXISTING TREE CANOPY TO BE REMOVED EASEMENTS (No CANOPY) ®(NO F-WAY cAN (NO ANDP>) F3EXISTING TREE CANOPY IN EASEMENTS 8 RIGHT-OCANY GAS YIELL SITE ® (wo CANOPY) AN pinSEMENr TA ® AREACLUDED IN THIT LIMITSBUT I NOT INCLUDED IN THIS UFP Le PROJECTUMITS LLl - GRADING UMIT6 V) PROPOSED I VE (ttP) `-----__i__-L__i---____-�� / P _ 1 (n ROPOGEDPETICME HNETWING- i 6 \�l I ` 23 / 34 -T c N �! ` / - ORANGE PLASTIC MESH NET WITH LLI 1J I W T-POSTS INCLUDING ATOP RAIL w _ r--- ------ __ w V) ,` `•```22 �_—--/�--` _ I 111 QD 22 20 19 21Ld 18 17 I16 \Y/ 1 21 — Illj III \1 Ijll Q I� 1% 20 j 2,. ).. 2 �/ /I 33 j III GAS WELL SITE I_' 2 I II II S 10 11 II 1 I I 19 IF I I1 II E ET 0 3 iI III 5 it 17 l /I/ 242 21 j 2� 11 11 �r11 II w 4 12 III �I III 1fi Ir /F_ �_L-JI I� i) I 13 11 L^• 11 ITV/ _,h - - 25 II 3 III II 15 ` 26 II 1� 1j !I 2 11 14 III Iv I .. /I 3 4 5 6 ] 5 -@ z7 11 I� II t 15 II It I T- l 1 + i - t �T7 CET F 1 2 I `. � r — - 42 43 44 45 46 47 48 4952 53 a-rPT 4 L 7 8 9 10 11 -N I- 11 34 ------- -----------_ --- ----- ____ -� ; SBNpERA RANCH EAST S PHASE 20 �r • T j iEF �9 NOTES 4 / • PROTECTNE MEASURES ng MUST OCCUR ON ALL TREES LOCATED WITHIN FIFTY (50) FEET OF DEVELOPMENT ACTIMES I • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF TNO 2 TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT ARE45 BETWEEN 5 000 EF AND 10 000 EF () N URBAN FORESTRY ij • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE (3) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS BETWEEN 10,000 SF AND 15,000 SF K MAP i (UP TO NINE TREES PER LOT). 2 • MINIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHALL BE 259. OF THE LOT AREA, QUANTITY OF TREES (IN EXCESS OF MINIMUM REQUIREMENTS) AND SIZE OF NTS TREES (SMALL, MEDIUM OR TARGE) MAY BE VARIED TO REACH THIS CANOPY REQUIREMENT j c ALL NEW TREE PLANTINGS SHALL BE SELECTED FROM THE APPROVED CITY OF FORT WORTH TREE UST TREES ON RESIDENTIAL LOTS SHALL BE INSTALLED BY HOME BUILDER AT TIME OF CONSTRUCTION • LOCATION, SIZE, AND TYPE OF TREES ON RESIDENTIAL LOTS SHALL BE RENEWED AT THE TIME OF BUILDING PERMIT FOR EACH RESIDENTIAL LOT ON AN INDEPENDENT BASIS. EI 0 5C Too 20 E 0 V) AREAS DEDICATED ROW 0923 AC, 3015753SF j ��`, Z UTILITY EASEMENT 111 A"108]198 sF E45MEHTS 024] AC.2206]30 SF U EXCLUSION 7811 AC, 3315385 SF I ~ PROJECT BENCHMARKS f/ - - - BENCHMARKS. -. -- r / - -- - BENCHMARK NO 1. 1 r FI 18 1x -- _ _ _ _ - -j 1 1 SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB ON SOUTH SIDE OF SAUNDA ROAD 3 45 WEST OF 11 1] 1 39 MAINSTAY WAY CENTERUNE ELEV 752 fib w fl 1 BENCHMARK NO 2 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB rl 16 r�l 1 NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD ELF/ 765.50 �1 15 71 - --11_---- `- LJA Engineering, Inc. IJA - - - __ s s 7 11 B 9 10 6060 North Central Expressway Phone 469.621.0710 •- Suite 400 Dallas, Texas 75206 ERN - F-1386 ZXX • COUNCIL DISTRICT 10 TERRA PP-23-024 URBAN FORESTRY CASE UFC%X-XX%X CITY OF FORT WORTH, TEXAS ® 4 s ENGINEERING DIVISION TERRA VELLA 3 I 6 9 �® URBAN FORESTRY PLAN 2 T , .' I I B I PART I- METHOD A IE� SAN SCALE'1 = 100'I DPRIL DRAIWNED SANCHEZI 2024 I 7SHEET OF 10 I N i 0 50 100 200 M NOTES: • PROTECTIVE MEASURES MUST OCCUR ON ALL TREES LOCATED WITHIN FIFTY (50) FEET OF DEVELOPMENT ACTIVITIES • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF TWO (2) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS BETWEEN 5.000 SF AND 10,000 SF. • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE (3) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS BETWEEN 10,000 SF AND 15,000 SF (UP TO NINE TREES PER LOT), MINIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHALL BE 25% OF THE LOT AREA, QUANTITY OF TREES ON EXCESS OF MINIMUM REQUIREMENTS) AND SIZE OF TREES (SMALL. MEDIUM OR LARGE) MAY BE VARIED TO REACH THIS CANOPY REQUIREMENT. ALL NEW TREE PLANTINGS SHALL BE SELECTED FROM THE APPROVED CITY OF FORT WORTH TREE LIST TREES ON RESIDENTIAL LOTS SHALL BE INSTALLED BY HOME BUILDER AT TIME OF CONSTRUCTION • LOCATION, SIZE, AND TYPE OF TREES ON RESIDENTIAL LOTS SHALL BE REVIEWED AT THE TIME OF BUILDING PERMIT FOR EACH RESIDENTIAL LOT ON AN INDEPENDENT BASIS MATCHLINE SEE SHEET 9 URRAN FORFSTRY KEYMAP NTS REVISIONS LEGEND ❑ E%RESERVED ISTNG TREE CANOPY TO BE ® RIGHT-0E-WAY.ICANOPY TO BE ® EXISTINGTREECANOPYTOBE REMOVED EASEMENTS (No CANOPY) (NO CANOAnoRWAY Pn EXISTING TREE CANOPY IN EASEMENTS & RIGHT-OCwAY ® Mo CAN pinEABEMENr ®AREA WITHIN PROJECT LIMITS BUT eNOT INCLUDED N THIS UFP PROJECTUMITS ING LIMITS G oPOSEDPROTECTIVE FENCING - ORANGE -TIC MESH NET WITH T-POSTS INCLUDING A TOP RAIL AREAS DEDICATED ROW 69 23 AC, 3015753 SF OTHER EASMENTS 524] AC.2205]305F PROJECT BENCHMARKS BENCHMARKS: BENCHMARK NO 1. SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB BENCHMARK NO 2 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD ELEV 765.50 WA Engineering, Inc. 6060 North Central Expressway Suite 400 Dallas,Texas 75206 0PSC0 40. 5D :OUNCIL DISTRICT 10 TERRA VELLA PP-23-024 JROAN FORESTRY CASE UFCXX-XXXX CITY OF FORT WORTH, TEXAS ENGINEERING DIVISION ZJA Phone 469.621.0710 ERN - F-1386 TERRA VELLA URBAN FORESTRY PLAN PART I -METHOD A DESIGNED SANCHEZ I SCALE' = 1DO'I DATE. I SHEEP DRAWN SANCHEZ APRIL 2024 9 OF 10 rD Ed (n LLI LJ-i (n LLL Z J x U Q TREE PROTECTION FENCE (ttP) PROPOSED 10' 4. 39 40 41 42 43 44 45 46 4J 48 49 50 51 52I 1 53 54 55 56 6J 56 24 25 26 2T 2B 29 30 31 32 33 34 35 36 37 111 �I 48 VO 51 52 fi3 54 -_ 11 I 33B9 III11 't II/ _________. _r __ I 44 OTREE _- - II L ) `1 MATCHLINE SEE SHEET 8 C Mi H - rvOTEs. SPROTECTIVE MEASURES MUST OCCUR ON ALL TREES LOCATED WITHIN S BE PI -A FEET OF DEVELOPMENT ACTOR L e • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF 1W0 (2) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS i� BETWEEN 5,00E SF AND 10,00E SF • URBAN FORESTRY ORDINANCE REQUIRES A MINIMUM OF THREE (3) TREES BE PLANTED PER RESIDENTIAL LOT FOR LOT AREAS BETWEEN 10,00E SF AND 15,00E SF (UP TO NINE TREES PER LOT) • MINIMUM CANOPY COVERAGE PER RESIDENTIAL LOT SHALL BE 25S OF THE LOT AREA QUANTITY OF TREES (IN EXCESS OF MINIMUM REQUIREMENTS) AND SIZE OF TREES (SMALL, MEDIUM OR LARGE) MAY BE VARIED TO REACH THIS CANOPY i REQUIREMENT as s ALL NEW TREE PLANTINGS SHALL BE SELECTED FROM THE APPROVED CITY OF FORT WORTH TREE LIST TREES ON RESIDENTIAL ITS SHALL BE INSTALLED BY HOME BUILDER AT TIME OF CONSTRUCTION. • LOCATION, SIZE, AND TYPE OF TREES ON RESIDENTIAL LOTS SHALL BE REVIEWED AT THE TIME OF BUILDING PERMIT FOR EACH RESIDENTIAL LOT ON AN INDEPENDENT BASIS. 6a URBAN FORESTRY KEYMAP NTS _ `1 THIS PLAN I 1 I 1 I REVISIONS DATE LEGEND ■ PISTINGTREE CPNOPT TO BERR ® RIGHT-OF-WAY.ICANOPYTOBE ® EXISTING TREECANOPYTOBE EASEMENTS (NO CANOPY) ®RIGHTAF-WAY (No oANOPn EXISTING TREE CANOPY IN EASEMENTS 8 RIGHT OF WAY ® (NO CANOPY)�SEMENT ® AREA WITHIN PROJECT MMRS BlR e PRINCLUDED 1SN HISDFP - GRADING LIMITS ORRANGE PDLZTOIC MESH NET WITH T POSTS INCLUDING ATOP RAIL AREAS OTTHER EASrnEENTS 52 47 a AG, 2-8 BE EXCLUSION 7611AC,331536SEF PROJECT BENCHMARKS BENCHMARKS: BENCHMARK NO 1 SO ARE CUT WITH Y IN CENTER AT BACK OF CURB ON SOUTH SIDE OF SAUNDA ROAD x 45' WEST OF MAINSTAY WAY CENTERLINE ELEV 752 68 BENCHMARK NO 2 SO ARE CUT WITH Y IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD. ELEV 765.50 WA Engineering, Inc. LIA 6060 North Central Expressway Phone 469.621.0710 Suite 400 Dallas, Texas 75206 FRN - F-1386 MAPSCO NO 5D COUNCIL DISTRICT 10 TERRA VELLA PP-23-024 URBAN FORESTRY CASE UFCXX-XXXX CITY OF FORT WORTH, TEXAS ENGINEERING DIVISION TERRA VELLA URBAN FORESTRY PLAN PART I -METHOD A DESIGNED SANCHEZ SCALE. 1- = 100' DATE SHEET DRAWN SANCHEZ APRIL 2024 9 OF 10 PHASE 8 777 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR SWALES AND DITCHES 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 or facilities described in "Exhibit A" shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into or throughout of the entire facility. Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time the facility does not drain completely within 72 hours of cessation of inflow. **NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during, storm inflow, but to be maintained for dry purposes only. Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in accordance with federal, state and local regulations. The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum, between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen or similar screening device shall be installed over or around the structure until final acceptance. Preventive Maintenance and Inspection • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of all maintenance actions, and inspections. The log should document the condition of the facility or facilities primary components, mowing, silt, litter and debris removal dates. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. FORT WO RT H Fort Worth °CS Stormwater Management " EXHIBIT D" STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION Inspection Item: Date: Repairs Required: Repairs Made: Notes: Remove: Trash and Debris Remove: Grass Clippings, Leaves, Etc. MINOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Notes: Overall Condition of Facility Amount of Silt within the Facility Amount of Ponded Water within the Facility MAJOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Notes: Evidence of Cracks or Missing Concrete within the Facility Evidence of subsidence around or within the facility Evidence of Roots, shrubs, or trees Infiltrating the Facility