Loading...
HomeMy WebLinkAboutContract 48899 DOE # CITY SECRETARY }� CONTRACT NO, v I STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of , MI'T by and between HANOVER SERVICES GROUP, INC, acting by and through HPC WELLINGTON NORTH DEVELOPMENT CORPORATION, hereinafter referred to as "Landowner", and the City of Fort Worth,hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 3.119 acre tract located in the J. RIGHLY Survey, Abstract 1268, Tarrant County, Texas according to the deed recorded in COUNTY CLERK'S FILE NO. D215257354, OFFICIAL Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as WELLINGTON, AMASTER INFRASTRUCTURE 1, BLUE MOUND ROAD WEST hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and OFFICIAL.RECORD CITY sscRLiTARy FTO WoRTN, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Rev.11/17/2016 WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.11/17/2016 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Properly 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, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement,performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.11/17/2016 ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement 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 Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.11/17/2016 Executed this A0day of 20fl. Landowner: HPC Wellington North Development, A Texas Corporation City of Fort Worth By: Hanover Services Group, Inc. A Texas rpora eral partner Name: Ben Luedtke Jesus J. Chapa Assistant City Manager Title: Executive Vice President Approved as to Form and Legality Assistant City Attoi ey flRT . sT '�O Ch's/ . City Secretary TExxs LOFF�ICIAL fkeOaV3ECn g 3� It �' STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev.11/17/2016 Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. D.J. Harrell Development Services Administrator Date:Z/7 [OFFICIAL CITY 3ECRE`'rtt VT.WORTH T.F STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on 4f -3 40 by Jesus J. Chapa, Assistant City Manager of the City of Fort Wortli, on behalf of the City of Fort Worth. n A MARIA S SANCHEZ My Commission Expires December 19,2017 N tart'Publ c, State of Texas STATE OF TEXAS § COUNTY OF TARRANT § Before Vie, the undersigned authority on this Z�'`L day of GG1A personally appeared Lc —d'� �V i1j , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of i , and that he executed the same as its E-V e and as the act of such 8-7-bI162 and for the purposes and consideration expressed in the foregoing instrument. , sDui)CIP U.Puste ovsk 1 Y Notary Public, State of Texas Notary Public,State oYlesas Commission 4 223305 Expires:01/30/2019 E:�k& Gl[H STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.11/17/2016 EXHIBIT A PERMANENT DRAINAGE FACILITY EASEMENT 1.446 ACRES BEING A 1.446 ACRE TRACT OF LAND SITUATED IN THE M.E.P. & P.R.R. SURVEY, ABSTRACT NO. 1111, IN THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING PART OF A 117.311 ACRE TRACT OF LAND CONVEYED TO HPC WELLINGTON NORTH DEVELOPMENT CORPORATION BY DEED RECORDED IN COUNTY CLERKS FILE NO. D215257354, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS. SAID 1.446 ACRE TRACT, WITH REFERENCE BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE NAD83, (CORS96, EPOCH DATE 2002), DETERMINED BY GPS OBSERVATIONS ON JULIAN DAY 253, 2004 CALCULATED FROM ARLINGTON RRP2 CORS ARP (PID- DF5387), AND DENTON CORS ARP (PID-DF8986), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET FOR AN EXTERIOR ELL CORNER OF SAID 117.311 ACRE TRACT THE NORTHEAST CORNER OF A 32.015 ACRE TRACT CONVEYED TO KNOX STREET PARTNERS BY DEED RECORDED IN COUNTY CLERKS FILE NO. D215257359, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS; THENCE, SOUTH 89 DEGREES 45 MINUTES 57 SECONDS WEST, PASSING AT A DISTANCE OF 216.08 FEET TO A 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET ON THE SOUTH LINE OF A 42.419 ACRE TRACT OF LAND CONVEYED TO HPC WELLINGTON SOUTH DEVELOPMENT CORPORATION BY DEED RECORDED IN COUNTY CLERKS FILE NO. D215257355, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND THE NORTH LINE OF SAID 32.015 ACRE TRACT, TO A 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET FOR AN EXTERIOR ELL CORNER OF SAID 42.419 ACRE TRACT, CONTINUING ALONG THE SOUTH LINE OF SAID 42.419 ACRE TRACT AND THE NORTH LINE OF SAID 32.015 ACRE TRACT, A TOTAL DISTANCE OF 709.50 FEET TO A 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET; THENCE, NORTH 86 DEGREES 00 MINUTES 44 SECONDS WEST, OVER AND ACROSS SAID 117.311 ACRE TRACT AND 42.419 ACRE TRACT, A DISTANCE OF 553.59 FEET TO THE POINT OF BEGINNING AND THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 34 DEGREES 58 MINUTES 16 SECONDS, A RADIUS OF 751.50 FEET, AND A LONG CHORD THAT BEARS SOUTH 72 DEGREES 12 MINUTES 59 SECONDS WEST A DISTANCE OF 451.60 FEET; THENCE, CONTINUING OVER AND ACROSS SAID 117.311 ACRE TRACT THE FOLLOWING COURSES AND DISTANCES; I:\SLD\WFXM2600\WFXM2650\600 DISCIPLINE\613 SURVEY\613.7 LEGAL DESCRIPTI0NS\WFXM2650EX50.D0CX 1of4 ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 458.68 FEET TO A POINT FOR CORNER; SOUTH 89 DEGREES 42 MINUTES 07 SECONDS WEST, A DISTANCE OF 55.79 FEET TO A POINT FOR CORNER; NORTH 04 DEGREES 42 MINUTES 33 SECONDS WEST, A DISTANCE OF 26.06 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 27 DEGREES 15 MINUTES 42 SECONDS, A RADIUS OF 103.50 FEET, AND A LONG CHORD THAT BEARS NORTH 61 DEGREES 50 MINUTES 25 SECONDS EAST A DISTANCE OF 48.78 FEET; ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 49.25 FEET TO A POINT FOR CORNER; NORTH 48 DEGREES 12 MINUTES 34 SECONDS EAST, A DISTANCE OF 113.74 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 19 DEGREES 18 MINUTES 25 SECONDS, A RADIUS OF 189.50 FEET, AND A LONG CHORD THAT BEARS NORTH 57 DEGREES 51 MINUTES 47 SECONDS EAST A DISTANCE OF 63.55 FEET; ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 63.86 FEET TO A POINT FOR CORNER; NORTH 67 DEGREES 30 MINUTES 59 SECONDS EAST, A DISTANCE OF 50.00 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 11 DEGREES 15 MINUTES 04 SECONDS, A RADIUS OF 944.50 FEET, AND A LONG CHORD THAT BEARS NORTH 61 DEGREES 53 MINUTES 27 SECONDS EAST A DISTANCE OF 185.17 FEET; ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 185.47 FEET TO A POINT FOR CORNER; SOUTH 80 DEGREES 51 MINUTES 29 SECONDS EAST, A DISTANCE OF 29.02 FEET TO A POINT FOR CORNER; SOUTH 37 DEGREES 22 MINUTES 30 SECONDS EAST, A DISTANCE OF 118.89 FEET TO A POINT FOR CORNER; SOUTH 08 DEGREES 17 MINUTES 48 SECONDS WEST, A DISTANCE OF 27.95 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 62,966 SQUARE FEET OR 1.446 ACRES OF LAND. I:\SLD\WFXM2600\WFXM2650\600 DISCIPLINE\613 SURVEY\613.7 LEGAL DESCRIPTI0NS\WFXM2650EX50.D0CX 2of4 A PARCEL PLAT OF EQUAL DATE HEREWITH ACCOMPANIES THIS PROPERTY DESCRIPTION. Michael J. Baitup, R.P.L.S. MARCH 30, 2016 Registered Professional Land Sury yor Texas Registration No. 4574 .S T. -TF Jacobs Engineering Group, Inc. �p:��l s eRFo'v 1999 Bryan Street, Suite 1200 `�':' '`J' Dallas, Texas 75201-3136 �..`>..........°������°�°. °MICHAEL J. BAITUP Phone 214-638-0145 Fax 214-638-0447 "'""'"'°'" TXBPLS Firm# 10152300 � 45 4 .SURVEY I:\SLD\WFXM2600\WFXM2650\600 DISCIPLINE\613 SURVEY\613.7 LEGAL DESCRIPTI0NS\WFXM2650EX50.D0CX 3d4 v CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH Cl 34'58'16" 751.50' S72'1 2'59"W 451.60' 458.68' C2 27'15'42" 103.50' N61'50'25"E 48.78' 49.25' C3 19'18'25" 189.50' N57'51'47"E 63.55' 63.86' C4 11'15'04" 944.50' N61'53'27"E 185.17' 185.47' \� v d 1 17.31 1 ACRES o < HPC WELLINGTON NORTH 0 mo SCALE: 1' = 200' DEVELOPMENT CORPORATION ��, . -0 � C.C.# D215257354 PSE o m r-v O.P.R.T.C.T. URE PN �va�z G� �cnc» F o0> \ / �Ln;V Z 42.419 ACRES �0 Z m G►, HPC WELLINGTON SOUTH DEVELOPMENT CORPORATION 4 OS 7 C.C.# D215257355 Z= a Gi S(�• S \ v O.P.R.T.C.T. cD g66 p`C'R 5� CI 216.08' CIRS N86.00'44"Vy 553.59' S89'45'57"W 709.50 POINT OF / DIRECTIONAL CONTROL N L2 G� BEGINNING L1 M IRS POINT OF COMMENCING c� 3 a � LOE LINGER J� -- 32.015 ACRES o KNOX STREET PARTNERS ,O 42.419 ACRES N0. 18, LTD N HPC WELLINGTON SOUTH \ G�. C.C.# D215257359 X DEVELOPMENT CORPORATION \ �� O.P.R.T.C.T. C.C.# D215257355 Q�P( LINE BEARING DISTANCE �CPSE blb L1 589'42'07"W 55.79' w \ Q P� EPN �0� L2 N04'42'33"W 26.06' Ib L3 N48'12'34"E 113.74' Lai v1 R IL L4 N67'30'59"E 50.00' Ld A L5 S80'51'29"E 29.02' LO PATI N� L6 S37'22'30"E 118.89' M \ 31.684 ACRES L7 S08'17'48"W 27.95' j KNOX STREET PARTNERS NO. 14, LTD > C.C.# D215257357 0 O.P.R.T.C.T. q... , T \ ............................. 0 MICHAEL J. BAITUP o o ............ ............. L 4574. P• 0 � LEGEND �q o �FE S 5 '�••O� j X CUT X CUT FOUND NQ •S R`1 Ey o CIRS 5/8" INCH CAPPED IRON ROD STAMPED "JACOBS" S 'n P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS -� N O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS 2 x BEARING BASIS OF GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE NAD83, (CORS96, E OCH DATE 02), Ll 3 DETERMINED BY GPS OBSERVATIONS ON JULIAN DAY 253, 2004 CALCULATED FROM ARLINGTON RRP2 CORS AR (PID F53 ) a AND DENTON CORS ARP PID-DF8986) 0 N DATE: 03/30/16 EXHIBIT BBS 3 SHEET SCALE: 1• = zoo' PERMANENT DRAINAGE / 1999 BRYAN STREET, SUITE 1200 DRAWN BY: J.H.C. FACILITY EASEMENT DALLAS, TEXAS 75201-3136 OUT OF THE PHONE 214-638-0145 FAX 214-638-0447 IJl1 4 OF 4 M.E.P.&P.R.R. SURVEY, ABSTRACT NO. 1111, IN TBPLS FIRMA 10152300 CHECKED BY: M.J.B. THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS EXHIBIT A PERMANENT DRAINAGE FACILITY EASEMENT 1.673 ACRES BEING A 1.673 ACRE TRACT OF LAND SITUATED IN THE M.E.P. & P.R.R. SURVEY, ABSTRACT NO. 1111, IN THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING PART OF A 117.311 ACRE TRACT OF LAND CONVEYED TO HPC WELLINGTON NORTH DEVELOPMENT CORPORATION BY DEED RECORDED IN COUNTY CLERKS FILE NO. D215257354, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS. SAID 1.673 ACRE TRACT, WITH REFERENCE BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE NAD83, (CORS96, EPOCH DATE 2002), DETERMINED BY GPS OBSERVATIONS ON JULIAN DAY 253, 2004 CALCULATED FROM ARLINGTON RRP2 CORS ARP (PID- DF5387), AND DENTON CORS ARP (PID-DF8986), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET FOR AN EXTERIOR ELL CORNER OF SAID 117.311 ACRE TRACT THE NORTHEAST CORNER OF A 32.015 ACRE TRACT CONVEYED TO KNOX STREET PARTNERS NO.I8,LTD BY DEED RECORDED IN COUNTY CLERKS FILE NO. D215257359, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS; THENCE, SOUTH 89 DEGREES 45 MINUTES 57 SECONDS WEST, PASSING AT A DISTANCE OF 216.08 FEET TO A 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET ON THE SOUTH LINE OF A 42.419 ACRE TRACT OF LAND CONVEYED TO HPC WELLINGTON SOUTH DEVELOPMENT CORPORATION BY DEED RECORDED IN COUNTY CLERKS FILE NO. D215257355, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND THE NORTH LINE OF SAID 32.015 ACRE TRACT, TO A 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET FOR AN EXTERIOR ELL CORNER OF SAID 42.419 ACRE TRACT, CONTINUING ALONG THE SOUTH LINE OF SAID 42.419 ACRE TRACT AND THE NORTH LINE OF SAID 32.015 ACRE TRACT, A TOTAL DISTANCE OF 709.50 FEET TO A 5/8 INCH CAPPED IRON ROD STAMPED "JACOBS" SET; THENCE,NORTH 75 DEGREES 57 MINUTES 26 SECONDS WEST, OVER AND ACROSS SAID 42.419 ACRE TRACT AND SAID 117.419 ACRE TRACT, A DISTANCE OF 473.94 FEET TO THE POINT OF BEGINNING NORTH 84 DEGREES 50 MINUTES 23 SECONDS WEST, A DISTANCE OF 27.04 FEET TO A POINT FOR CORNER; NORTH 37 DEGREES 22 MINUTES 30 SECONDS WEST, A DISTANCE OF 115.48 FEET TO A POINT FOR CORNER; I:\5LD\WFXM2600\WFXM2650\600 DISCIPLINE\613 SURVEY\613.7 LEGAL DESCRIPTI0N5\WFXM2650EX51.D0CX 1OF4 NORTH 06 DEGREES 06 MINUTES 29 SECONDS EAST, A DISTANCE OF 29.02 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 00 DEGREES 59 MINUTES 54 SECONDS, A RADIUS OF 944.50 FEET, AND A LONG CHORD THAT BEARS NORTH 48 DEGREES 29 MINUTES 07 SECONDS EAST A DISTANCE OF 16.46 FEET; ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 16.46 FEET TO A POINT FOR CORNER; NORTH 47 DEGREES 59 MINUTES 10 SECONDS EAST, A DISTANCE OF 111.46 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 17 DEGREES 26 MINUTES 15 SECONDS, A RADIUS OF 1225.50 FEET, AND A LONG CHORD THAT BEARS NORTH 56 DEGREES 42 MINUTES 18 SECONDS EAST A DISTANCE OF 371.54 FEET; ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 372.97 FEET TO A POINT FOR CORNER; SOUTH 67 DEGREES 56 MINUTES 23 SECONDS EAST, A DISTANCE OF 27.70 FEET TO A POINT FOR CORNER; SOUTH 21 DEGREES 46 MINUTES 15 SECONDS EAST, A DISTANCE OF 9.17 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 11 DEGREES 34 MINUTES 45 SECONDS, A RADIUS OF 240.00 FEET, AND A LONG CHORD THAT BEARS SOUTH 29 DEGREES 26 MINUTES 18 SECONDS EAST A DISTANCE OF 48.42 FEET; ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 48.50 FEET TO A POINT FOR CORNER; SOUTH 10 DEGREES 33 MINUTES 06 SECONDS WEST, A DISTANCE OF 30.65 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 04 DEGREES 44 MINUTES 51 SECONDS, A RADIUS OF 974.50 FEET, AND A LONG CHORD THAT BEARS SOUTH 50 DEGREES 32 MINUTES 30 SECONDS WEST A DISTANCE OF 80.72 FEET; ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 80.75 FEET TO A POINT FOR CORNER; I:\SLD\WFXM2600\WFXM2650\600 DISCIPLINE\613 SURVEY\613.7 LEGAL DESCRIPTI0NS\WFXM2650EX51.D0CX 20F4 SOUTH 47 DEGREES 41 MINUTES 45 SECONDS WEST, A DISTANCE OF 401.14 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 72,858 SQUARE FEET OR 1.673 ACRES OF LAND. A PARCEL PLAT OF EQUAL DTE ER WITH ACCOMPANIES THIS PROPERTY DESCRIPTION. �L W140 - Michael J. Baitup, R.P.L.S. fMARCH 30, 2016 Registered Professional Land Surveyor Texas Registration No. 4574 E,..�F... T Jacobs Engineering Group, Inc. �,o�� Fo .•y 1999 Bryan Street, Suite 1200 �'t •�' Dallas,Texas 75201-3136 f11CHAEL•J. BAITUP. Phone 214-638-0145 Fax 214-638-0447 """""""'•' TXBPLS Firm# 10152300 '; 4574 !X.of S qNO..S U R v�-yd I:\SLD\WFXM2600\WFXM2650\600 DISCIPLINE\613 SURVEY\613.7 LEGAL DESCRIPTI0NS\WFXM2650EX51.D0CX 30F4 CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH Cl 0'59'54" 944.50' N48'29'07"E 16.46' 16.46' C2 17'26'15" 1225.50' N56'42'18"E 371.54' 372.97' C3 11°34'45" 240.00' S29'26'1 8"E 48.42' 48.50' C4 4'44'51" 974.50' S50'32'30"W 80.72' 80.75' 4S PNPS C+ SCALE: 1' = 200' � RE Gti J OR- Gk �� o_ 0 vk ry0h 1� �n o ilz K m-4 1 1• PS Boz-L E ;vr.»z� 1 17.31 1 ACRES FUS R i n n-o+ HPC WELLINGTON NORTH N o o a 42.419 ACRES cn z rn DEVELOPMENT CORPORATION HPC WELLINGTON SOUTH W o z N C.C.# D215257354 DEVELOPMENT CORPORATION �n O.P.R.T.C.T. L' C.C.# D215257355 0 cO O.P.R.T.C.T. _ o P01 T OF N75•S7?s y z BE NNINGW 473.94# 1 IRS ' CIRS M 216.08 / S89'45'57"W 709.50 DIRECTIONAL CONTROL cD 3 32.015 ACRES KNOX STREET PARTNERS x IRS N0. 18, LTD OINT OF 0W 0 C.C.# D215257359 COMMENCING � O.P.R.T.C.T. N LLINGE�—�J�� LINE BEARING DISTANCE / B SJ�� L1 N84'50'23"W 27.04' z 42.419 ACRES 0 �� L2 N37'22'30"W 115.48' Li HPC WELLINGTON SOUTH G > :m0 L3 NO6'06'29' E 29.02 N DEVELOPMENT CORPORATION � L4 N47'S9'10"E 1 1 1.46' w C.C.# D215257355 G O.P.R.T.C.T. QEF L5 S67'56'23"E 27.70' ��� cF. L6 21'46'1 5"E 9.17' 31.684 ACRES L7 S10'33'06"W 30.65' KNOX STREET L8 S47'41'45"W 401.14' PARTNERS NO. 14, LTD w TgA C.C.# D215257357 sON O.P.R.T.C.T. .°O F• . T V) jT � P:°G�srE F r7 \ A, t` •.N .°.°.°..........°..°....°. 0 MICHAEL J. BAITUP L) A 4574 00 LEGEND �'•-. 0, S 5 o`•,.;*Q� X CUT X CUT FOUND �NQ '' Ey o CIRS 5/8" INCH CAPPED IRON ROD STAMPED "JACOBS" S SURv `n P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS N O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS m x BEARING BASIS OF GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE NAD83, (CORS96, EPO DATE 2 02), u- 3 DETERMINED BY GPS OBSERVATIONS ON JULIAN DAY 253, 2004 CALCULATED FROM ARLINGTON RRP2 CORS ARP ( ID-DF5387 o AND DENTON CORS ARP PID-DF8986) 0 N DATE: 03/30/16 EXHIBIT B J/�C�BS 3 SHEET SCALE: 1� = 200 PERMANENT DRAINAGE / 1999 BRYAN STREET, SUITE 1200 DRAWN BY: J.H.C. FACILITY EASEMENT DALLAS, TEXAS 75201-3136 OUT OF THE PHONE 214-638-0145 FAX 214-638-0447 N 4 OF 4M.E.P.&P.R.R. SURVEY, ABSTRACT NO. 1111, IN TBPLS FIRM# 10152300 / CHECKED BY: m.J.B. THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 1 3SVHd'1S3M OVOU ONnoN 3me-NOlONI113M IJ1 f o m -i I � U �,�xs�lgl xI�sxis.x I xx.a.�.sxl ����� ���I. xll 1 ISx gll II �z� - � ��;v�t✓ "� � �� �a * I I TMi I I W 4 _ - W .m z 5 s 5 o f 114it � I �I I I`I I �4 1 �o ffr81$$ Ri x1 "I 1�{ f III t { (le a{��T N a o u ^as C 3 o i a F. S --- -- - - z I >'o `l�P�� a%/ti/ /� _ 1Ua N0p`i�'OS'W 162.11• .gym' S n y z au WE Rn­ II cs es ir. 4 4 rtl ole Afi 5'7 15 I��i�I�4 � 4 my 5i I 1 - g C �� �Y • aa=.1 x � I { IiLLf tl� L itt 17 al, � . al 1 {1 I I 1 I .I 1 I iI I I it O I � I i.Olv x. `• I .:: a 21, 17 11 11 IT 11� - 1 x F �Ilh lig�l FFIa VIII to os _ q, t I I I = I I 8 a. I I it 8 I I i I I it n= O .00000000'o o'000 0000000 � z Ww-WwWWwW,_WW- __:,.-___-____.____-_ I 2 m, _�'-'�'=_rmammamm amaPo,a .. i �x,<,<><xxYrr Yrx YxrxYxxxr L .. � I I � mammmmmmmmmmmmmam�mma L___--.— 1 3SVHd'iS3M aVO8 GWON 3nio-NOIDNI113M NUB Mai 01 s�p p�pp �xmpmpm _ o e - r)uo.- u 6e I moo. I I I � I t U-7 : _ sF -i-' - § Au-_-- -- - -- _ - -- rT �_� a. --- - -- -- ��o I o� �mxam�mo t , "`'� -I s I "a' � za e. � � z '_`.na _ -1 �sv > �'^ • m L „ �L -� --_ — � u ¢pry 1P is No At U15 j ...1.. ^'"'�o '• - e4' 1 20.2 ~ 5 ry of da lip lip , > ;,, „a<gg YDa5 '®s ®-yin oa" , I ! ss±' ;' _ e ag> ;es € 1 Mir g g I a y " . 1 .E$- ,� � �i.' me 1 MOHR F r i �:�`s \£ 3 v s c 1 H ;Gash a I L8 .� s s�.g;.d�3ar .a- u �. '�� L 3H R _ G.g you z a='�:�=tea ���9` gjc • 3Fg § Sd.G=aa63E.,`C1 is 13 -. moi§ Egy '�- ` d:EeG3 �-`=�e�i� e.i `� yG� 4:.�e :5� PHi`i'i".'> �3��,",� :� . 1 •- ©\.Q>. ._3`e� "=&eYY`=3 F`s.,'Y"Y ��9obo€"i` S . _ ® .r<) HEM 4�obao �„«e�.a:�G��'_ I� - 1 ^yiuo�ety� -E�y;.& �) y'oiEF9��o�Y �g.4h&.X3i39p�i 1 I F need Y Y,€ otlee ° g'r r it a 4 ism 1 Y g - o 4, I I I 181.21' ! -1 S 1.a wi�� '•a ed V g S X33�' S4.IA 34ya C 3 - Wng au I uci= 5'H ' "'-0 0 11 "mss I :3o�n •Yu �K`=i yr lZo GF 1 696'961 og. aY d� LC2of nr o i,'­A'/e .......me\�zen�«\owzwu•\oss\• uOLO�il II�h� Z 3o t 13315 — �� — eLL € o -7 i z a�ogo 26--, o�w sm so a agsa. LLI G - O§� r � a I� LL jj �j 3 i-1-�'a` LI t-1 ',vzi f 9 a 3 n:S aI LAv w x k F tC) s a�a,� i ` I i c r S�L Sed( s IT- Y N _ r = a o _ o Tic M, M 2 a as 44� 999 uj w I a 'i E� �� �5 mma a 'Edy �s s IE m Z §R' - i r yy � w w s 2 , a - 1-3 32..55�� 3'69Cn0.R- 34g$Y O z �� ` s a�'PnE U E�,rOr jai 3 n w pezrgr wao a �ilrCD P2 3. 3 ry H K `'z a� i K019NIITIIIAk eo z L33Hs a" _ zx ME MW e a pop v I a a I a _ v N � ' Y -3 --------------- - -- 1r_ Im o uj w ,> n z 51 � i--III I �• _c' �� `-_ �� - _ �� (��}}}�""���y+?� _ T w ~t �� \ \' — o Y 5.�4 ISI,I I ' _,..,, `s 9 _, , ,,: � �f�,• ���� �t � - r .SAY = : el F'99949 914 1y'99 LU =las 9 31 a O _ o t f a e r o z a g Y R 4 •N$p'•S�F4 -5 1110" 0rt.,�PWi1.VznE RSiC5NE5,, OFG5R.LCN�FT co�O�`�W(,Y nCAO Ritnl ) laMRiSaPoz�lae5i.LTo.'0fi5 62 s wY �s ao .w Rcgc O,P R.C.T. ZWZ V� a _ .--�.....tm�_ ',../c./t: -e... av:,r..v a. ...:i`.«, �.,e\.'2..e -V,,.sr,r�ss.•.-.v�w\air\.. I . EXHIBIT"B" CONSTUCTION PLAN SHEETS: • COVER PAGE • GRADING SHEETS • DRAINAGE MAP • POND SECTIONS STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.05/14//2014 ,• -_-.,,._- _.. .,-s 113,�—ai Arr 3n'ia t halsvn r.,x 9u Tr3v. 15[OOl'ON 1J3fOtld A1C7 fL4Z—N 6BSLZ—%-Orr 33iJ - -' -3ntl35 01 51'�3rv3�ntldi�i 1HJi�t3_�i11i R 3�4riid�0 15H015 �r+v.ad'b3nS eiYN. � � o CC)t) cc)r) 2 Ln r Ln r r-)� 3 NN �I x NN X Y a X Y c2 a - ,w - � 3' T9 _ LJ L � z c wo Naa �'3az A `n.✓. �f m5 zg GE C= z. 3 �ss3z OC) co W � C Lam, a wU 0 3 �sC9 o O 0 ® J o oQ U� w Z Co - T, U of 0 0 W - �1 Ld o z H '0 �oN� rT, wa w�im wz - C`" F-1 0 a Zzs wr w O a yzw Z m m O 0o O LL W CG z d a L— U `0u Wim a� 0 0.0 �z �_'z F y 0 0 OG2 3d0 GSC o a O � N F J F n d V O F 0 00 1 Gv mom �% o oza 0z0 '� m �w.+ z �p 1-o rn �0O PW� '/y' o �M WM N O z ti tij w 02 X Wa a O �� ter! Zz wo o w w0 O O �aU ,�„.�,,�err 9ro=�zo..�r�rer.���.�-,,�.�.,.a.,��.,��,.��•o�.�����,.���,.���� I HSVHd'1S3M OVOH ONnoIN info-NOlONMIM 1 - � nos,pit; w v I I a III w C - v AMSThy ._ _ - � aQCm I � _ U o� 1 m Z ¢Z C - r ' `1T-f I > s z son, �? as 3 v~ - z lip's J � s z Ga n ode. _iYn: d / am - �do�ua y ���u6 3ma ioo w 5 's ��o SSgSn �a:�� 3 0 . e as o s s -- -------- --- - 0 `yeti. --- _____-_sm Yza[---_---r-'Yo_- ---T_, - T---___- y»s'x!'s�•O - ' - -------------- tail H u �eu�" I eAN ^pull - Z got 015 e- xv _ y�91 I M5Y � tl ' Iy zF ' I .�L. 1 •I 1� TTrr ! I rt I .O II I I .1 L I I eyuz9 ^a !7 I I I ply 4 ' �ittin lost �sJ^ o. 90— 4 y_4 I _ I O I I II I I u _ I I I s I t ' I I „ _ 1 al A I I o^ I I G ^ I I - �i�"t I I � I I Tt Z. }t I $I Id n.er z feu/�h vn'zcsn arof cwwn srta-imexsznu+\+n`_nn v cit\u'r-5 cit\an oaz\oc9snu+\oosznu+\ass\'� 13SVHd'1S3M(GIV H aNnovq inja-NOI-DNII13M meq'-'3'U' f m r -------------— =_— EFE J 0 -------------------- TI— L • = 0 N ! ^ c • � du zz�wa n 'v iz+ Lt)1 's i.. m " o 11-1 �� o: 9_ ELK_�_ = ., hu u. 3 •°Zc Z Q - ...SuZ m U n N out I E: cru eP g u. ^ • S o z 321 Oa $ _il - i 3 �- _ w 1 d a3 a - ".G��y Aja _ oY n �• --:.8tli .O>j� k a� »$bio I - - 'b 5°7 I 111 os 5 `P', �,.®ugg• '.�� \ _ 4 # s a� 3c�=;� z vict _ _ , a, 1 'I 3=="s / ,=rho AN wh UP gyp H"T ch I I sad _ j uA Or Top L F PUP WS MA __ - w ! _ 8 I A m a I 1 A o u ME SUR of to — yw of u -n N.6_znt� 6g69fi L'''/'' ����� � o.uu.._me•.�3.. 4�N, - ne etz fwz/�/f vn-ssan c•of croon arta-zmamuue\ow.xn rnt4vass nt\aan we\ufznu.ymzn esn\aa\� 13SHHd'1S3M OHOH ONf10W 3me-N01JN1113M b a IMP 0— t - F j F O 3I w — Q is 2 N j 9 Ej tom v. G o =o zv _ Z s.. r s ` z� W 3 J b 3Rx 5 J ��H J 3 - s - 65 FQ xi— " - y = Y ppp�6 � eb H 2c c�rz v ryciz x .LSSA\OVO'd CI I10N.'411 9 `I 3WIIXIMISV?J NI 1131SVGV wa g ¢ g ag < Mg G 4 �i" gJ 9s o3 + o fix.' J Z G - o4S`as z ❑ g w v F 6 pro wmmr o o^ o W S Y Y y v Wd F -i z as "oo ®I m ELi \ tj N m _ Ld �d S LU - _ 1111 � � 1 1 —8 SmlleaS Mo-ray. \\ / — nl --- r " m 1 G --- ' -------------- ___ ___ -� 000 op A II I I 1 � _III1TTI1ryry' 1 I I 7�0 90 =W I ^F, 3 mL 1 sacoa I MR nl I U g C s0S ��z. w 85 �,�.�a�n.«iu9 bv�av,ef�ni�vn.nq-�•�am�.,a��a����ue�wn mcw��a..wo��.ws�, ttrz-v rxs[Z x 1S],\1 Gv+ i aNnOW H IS `(axn.I.Jna.LsbNAM a3LSVYv O MA WN v ? G A � � '6 I ! vIIl ANR']xY' HH as-HA Id a �H a:4k n Y I�. �F a EE { f- a�xac a YA Iaz Tata: lya �x.s al as a rf t t; tota _ ttt y fi�Ibgxnj�.t+ � �I '1 I,�I } ��Ij��1I K•oYa!- mA1,tkB1'zw bRr`��I983 f3! 222 Y1899_ iI � '•����,E�II Ii���I���!'I +t a9 ��b8 R�ab•���n•ih:,c9E [���i i}ily�l'.fI w4� y _ l �4 ti 20. .J 471E H9V 8. r Iy 1 'fig' A JI $ 1 318 gg � T A- ii ? ' "t ''}} Y f. 9 { A'. `131 �■ IP`�' I - ai}f ` IfI`tr Y ( I`{JILCa a.r I 1142 $3o3t � � �I�• �s a I -3 tt{44.. Ih f I _�� �> I • `� _ � I ����� e1 Plow �a � �,g J' - �F-` I ran 1 I I� 111 1{ 1 � II r 7 � RSA 'S4 ll ' 1 i t YN e i , i I LAW� 6iaH faE 'SY S F`L24SAfJ i1 938 99 35S eES �fE {..� 3 9 S S 9 �aSE 5:1 E I A c�i3 t i l �': _i. 1� 4Y.. I _ li!x r1.�-j i, Il �-•,i �d '1 an Eaa a Eaaulr Yae laaax aaa rm'a 9sY :Ea s',s a a ila 9 x s' ri TI�, , �St 3" IS I@ by Y '� vi s' °EIP I a7gi f s is T 2IIs I� f _ II IL �I � refs •f *. 1 7a �?a I � l�lll.�. �z�"r� r x!! :� vYY ! � - � , i�. s bE+ I -� w 3 {II C Mal. aj 1 , 2a � z+ AP - �� aliralf�sa�� . III{` � �L a r zIiq WIN t Iy� �s x�i a�alfa a i� i� I ir My I-�b T F tl�• ld ifl��L. I. 31 �{xtWAA > , i a43333 :slll•. #'° t_ts? q� 137 ! I ISI ( f �i P I i _ 'i a 3 i EL a s m ., xsai cIE '' a}� •,f 1 I•r s t A s (a abs3 k,diA'r � ( I .. ..r � ..;I 9 %; Y9Y ILi R R K Ji 1}aY �4 }J 4.t I � •'3 j 9. � � L: y I' ....sb T�A�I`>`4..�.# 3 1,. t• g-spa Ist ,'at `1 a :,s s Is;al Gi:sus ccrz v rasa-x LSSA\AVON 4NCIOW RMU `I 3NIlIA I'dISVN:INf W ISM pw t 3 v t 4 o P3 � F Q '+S' Yg 3 Y3oz w^mm o n = U 0 W NS`' 3�� � � Grg O GZ``^• z U Y Q Q zz ti £ d I u 1 '• � �� e k I R 2 sa ' asa 5 ,. e 00—moz . i { F •�."r M Ifii.il`_',,.,' 9u kid �i _ a �• � flldljt:! . E li - _ �a3 ,f 5 spa o • y $ f� E�, 'Ax r.t k S i.i t E ii � y7xs � ry I F 1 i'a T, a'.A1 9 Er \ i1; b trY4 Y41 iiriii# j',, _/ i Z.. f R ' r S i 79 �i { Sx.}I iilil:li3 i!i M. Y , .. f. l � N2 at.O 4�"4 dBa�B Ea z 3 e a s e a a I Hl ?i ?if >,�An�a sw�a�oznir+wio»weirr�xew�m=e-� �+�a ,.�vau��T���ws�a�x oo<ws9:nx.awsr�srs.��xx rcrz x rxscz s LS�,k\AVON GNnOLV 3n lq `I IZIn Xl'dISV'IJNI HAISVIN up- Wo €k m3 \ O Ci¢ZO�OOW (/Ui�O~�? p�F ZOKFU d O� oo<w ww oo ¢ozo¢z \, \ rr N�-?owa'o�pU2Qw �owuiwzm N� 3 xzw xF-a3�Uc9� \\ �k Vey \x - gozoaawi>ir?w\o~o�z aooa�Nrn Z� o�i�'.'orn�r��nzo¢J�aQ�oo �z Fa¢z �N � r�am¢omw�rn�� �ottmwN_oQ ¢3z •s ww J¢xa �w Nu���oo�ozo�rz dg >o asw��NO J wom¢�,nz�wy " -¢ - \ � ¢tnw LL zr�iizw Urn¢ Z E Q¢_ a j V OZ U w N w 41 Z a U Z<VI Q V�OZOS - tA00 ZU �� wN61Uo Wo�¢�Uwfn6UF-la-Z _ •� ud � \\ �~ O¢�6¢p a w�N�w U F�4��O Z .\o \\\ mQ3 �i Zwooy tiN z��g�Zo 1¢��w¢Qmoo� �u-wO�O�'KZirF= wwwww_�z¢ JJf Q \ 1 \ � o m \ - 3 1 1 , , I UPZ-v r8MA isill, civoa aNnoiN 3n"IH `1 aNlfUjnZ1.LSVa:1i11 2EIISVMI o a w <w 3;4 T a 3e gec ' 3 S 83 to M n h N N N O O f0 N N GO 40 OD m OO j I T d - 71 W N C5 -b I I21e 1 — I m3 :2�o Ll 1 ♦� I<Wrn3ho ��n�Ci �a-j d011—� �_a 5-. _ — �i0 I � ��� <4'b� �• — I I I I � I I I t I z.1 �1 ora o ��a m - M�� -7- ,4 r _I r o - Gm� — I -ED C / I I I L -••�- III I i I � 1 - - r9 - 8 ro l m m I —I �T I I I I I 1 1 ohm 1 - I \ - I mA 'L�- I li I o m I I I I I I I I r� m D I _ y :c93 — cr,41 - n $m l i `Go� I a m `zz I La ao6wN esu mQ w >�w H 10, rtI 1. } I - I I I { j iijll Illi l � l LI Ili, it - a Ii I it I ! T I i I I I j I I I I I I l i I I �III_ � _ lill II III iI h M N N N O O O l0 m OD N l0 W W t0 aaspr ea.n Lu ass aLa/z/9 aV IMazBiwx�:\v...T xR-L+.sTm�4r .wn\n*v 9?9T�+9\e�tot\mn mt\osvzmiaWo9TFtu\as\i ttrz v rystz s IS],"CIVON GNIFION 3n1E `I ANAL)CIAISV-dAMI HI LLSVPN n a: boa a p it 30 v Y � o Gin' s sso74agog 6 3• _ 'Ro V Q w �o sss = x D Z,1 8 q 5 sp g F 3 *4 teak �' n e w3 h •, N N N O O O N ll9 UD CO a0 00 OD m n T �I -±� I ',�I Urd� I I I I F" 'I - o as )It—r, � - Ts Fa�L'�11 I I I I I S I I I oc Is s.e ro ¢ o ro - s t wij m m 1 ;oo la ce - ^ m 03 m�n Z F N� ng�7sh �. , h ) L 4Y ZSl F8 a o — O Cc 9 a1 11 r- p"oaz�m m _ :no ���h cl 6LUE a ��� o uoullo yI7� m c^iz3 0 "I '° 0 '"_� w ` 1 1 u \m WEST f III �m� ` Md r _ a - - Z/1;lY�o 0 SIS 4 — t- 8 Y pi JI c,l vis; 1 • �loc i e -I5 - 1 - +nti o s rtl_ Ia tt I I I - ~� uu � e sosl cz o i o vs i'Iz - I .__- Itro kca - � J I NE arsuoErvcE OFnl — _--_ 1 : If a _ o I I i n L it t1 iQ 3i 1I I i - / 1' I - e UEI 1IOUrr0LL FOAD%i5T I a 4 Z 1131 111011 :I�f.J - -_I- f LLL - "' ee 10 [Lf+l I Vis - — [ 1 y 0 I r J I 1—_ 1 L \ - 1 1 1 - -� nh 1+� �� - >bw o� I I I 0 >a9 - �� 1I _ t ;- I -'. I I— lilt WATi I o I I I I M co M M N N N O O Ool seai+r�+m fie rsc s/m/z/s=�a/o:naliMnz\a�R�e-r uwvwa .w�\�%e w-vw'>+aV�zoL\am a�t\uszzw\Co9Zn[uWs\� ctrz v hxscz x LSHAk GVON GlKnO V AnIS `I 321IllJR21 LSV-HAN1 213 LSM 4 30 w aO_ d e �3 F 5 $ Q o N O N O N o N I I I I TI II II II _ - -I�� k iI I { { i - I i I IF i I � I w - � 9 RJ' - s za to o•y1 rs= - _ aim Ko} Fu- -A e e ti _s w2 w - -- . .0 c« _ �m 1 1 { 3 M5 6 I i _ I n o Tr I U :9 L • I�w z �_ I I I c i II 1Y �1 I � �I - I w I SoGIS$ Int 3ox e _, LL ILL, --1 — _ `0 1 Gi _ w 0 w c I r 0 w. '41 n �T'z - } MA 68 I I j3 - f `�Y - I ` Ili I } 111 i E0 n n N N 0 0 ao COO w w eo w 00 ��,.,,.a cse s�oni.<.���»e�a.Y.-,nom_,�-�.•�rs.,�:.�..:.�„��-.,��_.,�.�sw�w�w..s��:��t.�as:Aw��, r rrN rxse�� JS7,1A(1vold CiNa 6 mn-m `I 3HI ixim sv-dAKI1 IHLsw ,Z w gw Err c io oao v 4 6J :I - :3g 99 — O e��' _� �'oy L4�`x u3 n3a3 E '✓] a o Wae m9 I 09 hL idl3 HX R W — { - I'1 _ _ , I � ed= ISI �N �- _ _ I a I'- - g LLI - J MATCH LINE STA 7+50 D { WF L_ I I r i I11 reg 1 2 1 -�1 Is. 6. ou me v - I I I f t I IL Il 1 to 1 l I L-'- I o I o I i I 1 I I I \ oy (nI { I I LA F ll a + FT - I I I Ir I II .b — f l --L- DIN I _ — ` -- ---- ---8------- - I i I II III I L I r I� 1 i I { — 1 I I I I l I I I I L I I i_I o Iii jl iII I j S _ III II III N ON O N O N O W � l0 a0 � � n n taa.r w-n Ya ves vlc¢/z/e a.v��veav®iv.w�z\w•w+.:-i,.�v...,�....n\^�+�:�\�n zne\ar!oatWnznu.\omna�.\us\v tcrt v rxsc x .LSA,\\AVON ONnOPN 3(11H I R-dn ,)aNlSVAANI 2131SVIV z A. LU o 3;1a 3� O z- -41 ` —99 W.- N O N O h O N O w � m ao ago w n n MATCH LINE STA 17+00 i t I i00+L L VIS i3Nl-1 I Ha1VW i 1 1 f , - I I=— i { I { 11 -1 I INd I I 1 z eL i T _ L1 L r -I 1 t — } — I � —L{ I I i I ii fi 1 1 — I C i J �4o '. I� — — — a — — I — I } t rt — I 1 i 11 JI LI 1 � 1L Iit 11 w -- --------------------------- - r Woo I e 1 II I . i— S l 1 � I - I r , — _ u = a _ i-1 L I o� r �1� 11 I 1 N o � I - _ ; ==T I I � I 9isoa. I - � 1 1 I 1 a burr i l 1 1 _ i I' T, _L } 09+L b'1S 3NIl HO1VW I I it 1 ZL L { It i1,i l � 1 - j 09 FHbl�l N O N O N O N O W W 0 W 0 n n Tanr en b ace v�ei/a/v'awio+:,nn�xr,�:\c-.-n=e-i rvT+nwa pan\ ia --V-—N— fcrz"v rasez I S3,U AVON ONr1OA 3M18 `1 3Nf11Jr1K1,SVNdN1 N31S 6V d N y z o V� y O sc hae ¢ J ga ��o'LLEm. o 3 aaaaa" x x - - -al3N�l 17 N N x W W W W W ry6 j I I I bw l �__ I I I f -- 1 y ZZ rnvo � L a1 e j v —� j rl 3 i9 1rP n 3 � ec o2j� I + 10� -i a -1 is ,—vl It es - m I I N ���3 'F - i I/ It N boy Wa xx � =x"wa pp - I a 3o��ona� -L � I- j a � o III 4 - O + „m < oRm i L l Ii a W .3B +i n � m J 3 I o � Q I i a _ T- -LLJ j = - H Gv -1- � I „a I L_>- I Vs, - rIIII LI I II l I 4H- 1 f1 I 1 I I A I jj �� II a � I y_ _ I ! I I si I I I j _. �l_- I i ii ^ +L l I Vls 3 f 00+81 V1S 3NI-I H01VW n N NI N o 00 00 W � W W W m m W n c rry rasaz tS9;\\QNOH C1Nf1ON 91118 `l 92I ltJf121tSN2I91Vt 1I9.LSN4V s T' �� - Z2 a UW 7. Ys w ^ms C) F- N Q a .�� Q M N l0`! I— ` a0 a0 a0 f0 aD a0 IN h ryiwo wGi J•'z.tq � �1� �i � � OO 'u I I I , i - I I � _ y _ J n e �n oln _ / l WJI a< o P IPI 31J rc 5211 N g xGa•h 1 <Cia a3om i� T �__ / I• I �riim��-n I 1� �PE* p Q=F 7 II I m �--I- �� I I —L T+ �M ____ Irfi ti" 'ii<`pi• I f V i �' _ I ., _. --- --- ---fit � I Ir o n I I I e m � � oLi i a _ m —� I o N " a m I o Mfi _ %ly ffi Z _ .- .. it 3z =G CSS — _ II o c — I - �I — 1 I Ise I If I I t 5: Iv all r�l X5131 — 3 n I 53012 4 09+9Z `d1S 3NIl HDIVVi �I a pi:9.,IE _ .. � I l it V-1 S i 3N11L1��LN11. - - in o yr o In o /n po aMo m w m io m m m iLrz-v rxssz-x 1.SlAk(IVO'd(I WIM 31119 I Tdf1.LJf 1N_LS Aid(N-11SWN o IS z `� x 3 0 V N O N o u-r o N O I I I I I I II I I !- } I 11 i - }- - - G4I — L ! 1I I L -1--- I I _LtT L- l f f I I ♦ 9 L All I L o -T u R 8 _ T 1 _ _ 3 I _ _ R ! } -r- i i �� I IT ! fii1 I I I it LH ! - r. o I I N 0t- - In ', o -__In I i_ I 'o I I__ I I I I ; i I I ! Ll I 1 - M I j I n B 0 b15 7—" l I _ a• 1 -s - I � i .. 1 _LL rL - i II -- � .,¢ _�_Lla,: co' 'I e:3 '7 �' LL b.Il II %; I - �i ! I W _ _ W I L I ll I I I _ h T� of It i 1 T - -- I. o I �,o --o — -- ! r ice. a mIm m l m L m m m m _ I IL IIT, I N �Y -Lim I i. fI W W rt ^� m — -T m m W �_! � 1 — II 11 I I I I II I III } 1 I _ I I I 11� � I 0 <o f � L II 1 Q I � �` I � � ! I � Q I li 1 II � � � 1 � _ Wit,, r -�— F I ie_ � � I _I'T Li 1 l `` I I-j-- I I-.II }.II. -. I - ---.— } 1---1 } ! : I I '' f — — . I1i o v) o is o M M N N O M M N N O O w 20 N t0 2q l0 OD OD t0 m W W 00 W t0 W ,K/2/9'4aiaC.n3��nr:)2\✓�'��- '°o "7�\^^ted,mni^^)\eR Ld[\am oot\issnaf�\awznu�\Rs\a ctrz v rxst s 1s3:\\clvMl 4\1cm An-l9 `I-INCI L.)f121 LSvdAN11 SAISM o= M:9"q LU mom Ms.-H o gF 12, n £M61"V1 < mm rl � E A 6i _3N8d 30/13a9ad MW 3 GMd - �z 5� _ a� _ lo- d� a GVR dna..vZ-cis iVl +- p1 d5a-sz Z36 - Gcwi '� -dna.az l36 ivt n ° Ywm <wN a�A Nay 91105 $ njm 5 � e 1 ; / w r c�rz y rasa s .LSSA\CIVON GKnOW ltllfl `1 3N(1 ,)fllW.SV d iN1 N LSt Y I N ZLUm z a w s V im : L s e� O R a; > _ o .a L L= O NR c4 3igS `�w a _rc z i z e a� SNE � v,vNE r S .; ; . ttrz y hss[z x ISHM avON aP'L[IO V 3n'Is `I LSM x v z Wmmn. N a _ xw f' z re -� s. H �� °�;- ',� tea., 44 s W. p E m a o J- Q m a' gyXz r 'o a0000 so" mo— - - _ -- - -- - '0 3 -------------------- �I _= x a = ( - -- -- - - - --- - -- _ 01 3�m yy �;_, I� - F- oxw a So 6p�� o =a <� =og '-' all ¢� 'sossi 3nnxi� -JNI'3NR3dM SYJ aa319NH1f10S I y � ��s � �'�\ �Wo D ll�R33tl`JV AVx l0-W�6'N /z�l. 1N3F35V3 uammasd 34'.x,OF ' �/ �_W cct >gCA \ y x.��x x yssh�avox aNnow ann6 `�aNal�a'JISV fru aalsvw Y y W LLI C ' o'mma x% V is Baa b ¢ 3 V'�,� uiv�i3s } 0V0a SON- .0— LLI o Lu LLJ 1.6 Z _Loop. \ lz NN ol ON L3NIl3dN SYJ NH319MfU1105 i �.� .. � �� \" e�\ / Nl3M133aM AVM 3J-IICIPI 6'ff Ll3rv3�/3 umlmua�d 30•Al,0£ /� � - t� \ -� _ E o MP��N Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.11/17/2016 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in and Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Rap STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.11/17/2016 Condition of filtration system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.11/17/2016