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HomeMy WebLinkAboutContract 54075 Jun 29,2020 CSC No.54075 11:06 AM SbVM-2020-0055 Pareel 4 04 15453 Wolff Crossing DRAINAGE CHANNEL ,u�3 2020 MAINTENANCE AGREEMENT to4z THIS AGREEMENT, made and entered into this 23 day ofjune20 by and between Tibbett & Britten Group North America, L.L.C, acting by and through Exel Inc., its sole member, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as"City". WITNESSETI-I WHEREAS, the Landowner is the owner of certain teal property described as an approximately 3,360,983 square foot tract located in City of Fort Worth, Denton County, Texas according to the Special Warranty Deed recorded to Tibbett& Britten Group North America, L.L.C. recoded in instrument no 2020-37435 of the Official Public Records of 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 Lot 1, 2, &3, Block 1 of the DHL Addition,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 ofslot•in water within the confines of[lie 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 Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on--site Drainage Facilities("Facility")as shown on the Plan be constructed and adequately maintained by the Landowner, its successors DRAINAGE CHANNEL MAINTENANCE AGREEMENT , Rev.712006 - - 4833-4123-0267,v.1 I 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: I. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City_ofFort Worth andwith the Operations and-Maintenance Plan attached - - - -to this Agreement as Exhibit "C". The Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, 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 fi►nctioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function,shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev.7/2006 4833-4123-0267,v.1 i 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 acceptable to the City, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessaj�y 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 tiling 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. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY, LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY,HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev.712006 4033-4123.0267,v.1 EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO_PERFORM ANY OF ITS DUTIES_ Oft __ OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, 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 Denton County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. This Agreement may be executed in counterparts, and all such executed counterparts shall constitute the same agreement. It shall be necessary to account for only one such counterpart in proving this Agreement. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev.7/2006 4833.4123-0267,v.1 Executed this 23rd day of June 20 20 City City of Fort Worth Dana 6urghdoii�t( .123,20 11:22 CDT) ��-�Gyi�dl•1A�" Assistant City Manager Approved as to Form and Legality Ch Ikig/e�,�e��e��roG�(� Christa R.Lopez-Reynold (Jun 23,20201 :12 CDT) Assistant City Attorney ATTEST- -- City Secretary ;, •' � y Landowner ::.;:•:..._. .. v TIBBETT& BRITTEN GROUP NORTH AMERICA,L.L.C. A Delaware limited liability company By: Exel Inc.,d/b/a DHL Supply Chain QY A) a Massachusetts corporatio its sole member and man e By: Name: /a,A1 ra C a Its: VP, `SAI, sUFFR AL RECORE'i DRAINAGE CHANNEL MAINTENANCE AGREEMENT �� 5 Rev.7/2006 �Q 0 17 CREYARY 4833.4123•0267,v.1 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on June 25, 2020 by � IA CSu(iOhpFF Assistant City Manager of the City of Fort Worth,on behalf of the City of Fort Worth, ^� LAURIE Digitally signed byLAURIE W NCR PEQUENO LEWIS PEQUENO LEWIS Date:2020.06.2507:50:40-05001 oao .a Notary Public, State of Texas O zZ�°E � Nz� 4 Y v`i r�.. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev.712006 4833-4123-0287,v.1 STATE OF 01110 COUNTY OF DELAWARE § Before me, the undersigned authority on this day personally appeared -i icae"Z- , known to me to be the person whose name is subscribed foregoing instrument and acknowledged to me that the same is the act of Exel Inc., in its capacity as the sole member of Tibbett & Britten Group North America, L.L.C. and that he executed the same as its Vice President and as the act of such corporation and for the purposes and consideration expressed in the foregoing instrument. Notary Public,Stated Ohio RIAL R0WA C.whipFlo,Aito wyAt Law `� � NOTARY PUBLIC•87ATE OF OHIO My WMk*n has n0 WWM date S".147.03 R.C. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7 Rev.712006 4833-4123-0267,v.1 Contract Compliance lwanagel' By signing I acknowledDe that I am the person responsible for file monitoring and administration of this contract,lll'Zl tding ensuring all perfoimance aad re,Po3 t n�re'Liirements. '0-t 0;fk, Janif:S. INforalos Develgilient Savices Nlauager OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX EXHIBIT "A" DRAINAGE CHANNEL MAINTENANCE AGREEMENT fj Rev.71200B 4833-4123-0267,v.1 LEGAL DESCRIPTION DRAINAGE EASEMENT BEING a 10,1885 acre(443,812 square foot) tract of land situated in the Charles Tydings Survey, Abstract No. 1276, City of Fort Worth, Denton County, Texas; said tract being part of that tract of land described in Special Warranty Deed to Tibbett & Britten Group North America, L.L.C. recorded in Instrument No. 2020-37435 of the Official Public Records of Denton County, Texas; said tract being more particularly described as follows: COMMENCING at a 1/2-inch iron rod with "LANDES" cap found in the south right-of-way line of State Highway No. 114 (a 240-foot wide right-of-way); said point being the northeast corner of a 380.796 acre tract of land described in Special Warranty Deed to McKelvey-Cole, L.P. recorded in Instrument No. 2014-79019 of said Official Public Records; THENCE South 0e05'46" East, departing the said south line of State Highway No. 114 and along the east line of said 380.796 acre tract, a distance of 337.49 feet to a 5/8-inch iron rod with "KHA"cap set for the POINT OF BEGINNING; THENCE South 0005'46" East, continuing along the said east line of the 380,796 acre tract, a distance of 2993.87 feet to a point for corner; - -- THENCE South 74°53'23"-West,-departing-the said east-line of the 380.796 acre tract, a distance-of-75.54 feet to a point for corner; I THENCE North 9'13'43" East, a distance of 97.42 feet to a point for corner; ! THENCE North 43028'55"West, a distance of 22.44 feet to a point for corner; }� I THENCE North 0°12'30"West, a distance of 670.36 feet to a point for corner; THENCE North 74'06'13"West, a distance of 141.69 feet to a point for corner; THENCE South 89'51'27"West, a distance of 501.14 feet to a point for corner; THENCE North 54015'35"West, a distance of 104.25 feet to a point for corner; THENCE North 23010'29"West, a distance of 40.90 feet to a point for corner; THENCE North 65'06'10"West, a distance of 37.31 feet to a point for corner; THENCE North 34°09'18"West, a distance of 78.74 feet to a point for corner; Exhibit A DRAINAGE EASEMENT CHARLES TYDINGS SURVEY, ABSTRACT NO.1276 CITY OF FORT WORTH DENTON COUNTY, TEXAS Kimig* Horn 601 Cherry Street,Unit I I. Tel.No.(61J)335 6511 Fort WoNt,Texas 76102 FIRM N 10194040 wwwAlmleydwm.com Stele Drawn by I Checked by I Date I Protect No Sheet No, NIA 1611C0 JDW 5120/2020 1 061304600 10F7 BILLINGSLEY,MICHAEL 5/2020201:51 PM KAFTW SURVEYt061304600-DHL PROJECT GREENWAYWWQ061304600-DHL ALLIANCE BUILDING D&E_DRAINAGE EASEMENT.DWG THENCE North 45°57'17" West, a distance of 153.43 feet to a point for corner in the west line of said Tibbett& Britten Group North America, L.L.C. tract; THENCE North 0°11'00" West, along the said west line of the Tibbett & Britten Group North America, L.L.C. tract, a distance of 187.87 feet to a point for corner; THENCE North 89°49'08" East, departing the said west line of the Tibbett & Britten Group North America, L.L.C. tract, a distance of 248.78 feet to a point for corner; THENCE South 42°09'34" East, a distance of 130,78 feet to a point for corner; THENCE South 17°30'31" East, a distance of 222.56 feet to a point for corner; THENCE South 71°44'32" East, a distance of 82.36 feet to a point for corner; THENCE North 50°37'48" East, a distance of 28.11 feet to a point for corner; THENCE North 86028'12" East, a distance of 67.54 feet to a point for corner; THENCE South 80°20'46" East, a distance of 81.32 feet to a point for corner; THENCE South 31°39'57" East, a distance of 19.51 feet to a point for corner; THENCE South 70°31'16" East, a distance of 42.31 feet to a point for corner; THENCE South 54°10'48" East, a distance of 42.34 feet to a point for corner; THENCE North 75°38'03" East, a distance of 55.39 feet to a point for corner; THENCE North 90°00'00" East, a distance of 35.10 feet to a point for corner; THENCE North 70°44'57" East, a distance of 37,17 feet to a point for corner; THENCE North 35'07'33" East, a distance of 24.57 feet to a point for corner; THENCE North 8°24'40" East, a distance of 238.71 feet to a point for corner; THENCE North 18°22'26" West, a distance of 45.09 feet to a point for corner; THENCE North 31°43'33" West, a distance of 25.50 feet to a point for corner; THENCE North 46°47'34" East, a distance of 32.27 feet to a point for corner; Exhibit A DRAINAGE EASEMENT CHARLES TYDINGS SURVEY, ABSTRACT NO.1276 CITY OF FORT WORTH DENTON COUNTY, TEXAS Kidgy))OHorn 801 CherrySbeel,Unit t 1, Tel.No.(817)335.651 1 Fort Worth,Texas 76102 FIRM 4 10194040 mm.kimley-Iwm.com Scale I Drawn by I Checked by Dale Pro ecl No. Sheol No. NIA MCB JDW 1 6/20/2020 061204600 20F7 BILLINGSLEY,MICHAEL 5/20/2020 1:51 PNI K:WTW_SURVEYW6130460"HL PROJECT GREENWA ADWG\061304600-DHL ALLIANCE BUILDING D&E_DRAINAGE EASEMENT.DWG THENCE South 68°45'50" East, a distance of 22.08 feet to a point for corner; THENCE North 30°01'44" East, a distance of 24.46 feet to a point for corner; THENCE North 6°53'16" East, a distance of 48.70 feet to a point for corner; THENCE North 0°02'40"West, a distance of 1403.01 feet to a point for corner; THENCE North 20°39'57"West, a distance of 188.84 feet to a point for corner; THENCE North 45°56'32"West, a distance of 52.19 feet to a point for corner; THENCE North 81°00'02" West, a distance of 259.23 feet to a point for corner; THENCE North 48°12'19" East, a distance of 106.29 feet to a point at the beginning of a non-tangent curve to the right having a central angle of 7°52'39", a radius of 2482.79 feet, a chord bearing and distance of South 80°22'08" East, 341.09 feet; said point being in the north line of said Tibbett & Britten Group North America, L.L.C. trac; THENCE in a southeasterly direction, along the said north line of the Tibbett & Britten Group North America, L.L.C. tract and with said curve to the right, are arc distance of 341.36 feet to the POINT OF -BEGINNING and containing 10.1885 acres or 443,812 square feet of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes& bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foronninn riPscription accurately sets out the metes and bounds of the easement tract. Exhibit A DRAINAGE EASEMENT • • CHARLES TYDINGS SURVEY, �E OF•.TF ABSTRACT NO.1276 �'�P.•�GISTE/�0•••.LSD MICHAEL C. BILLINGSLEY CITY OF FORT WORTH REGISTERED PROFESSIONAL °* DENTON COUNTY TEXAS . . ... .. .... , LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY UN CHERRY STREET, •A 6558. �c• Kinnley))) Horn UNIT 11 SUITE 1300 ' FORT WORTH,TEXAS 76102 �9 ''p0FESS\0e'o� /y •••.,,,•, ,,.• .` B01 Cherry Street,Unit 11.N 1300 Tel.No.(817)335-0511 PH. 817-335-6511 D S R E Fort Worth,Texas 7s,o2 FIRM 910194040 wvnv.kimley-hom.com miehael.billingsley@kimley-horn.com Scale Dravmbv Checked by Date PtoilNo. SheotNo N/A MCS JDW 5/20/2020 061004600 3OF7 BILLINGSLEY,MICHAEL 5/20/2020 1:52 PM K:1FTW SURVEYl061304600.DHL PROJECT GREENWAMWG\061304600-DHL ALLIANCE BUILDING D&E_DRAINAGE EASEMENT.DWG GUADALUPE CARDINAS SURVEY-ABST NO.214 -- — -- - HIGHWAY-1-14 — — -- — — — CHARLES TYDINGS SURVEY-ABSTRACT NO.1276 (A 240-WIDE RIGHT-OF-WAY RIGHT-OF-WAY) 1/2'IRF 'LANDES' (C.M.) I P.O.C. '� NORTH I REMAINDER 't i MCKELVEY-COLE,L.P. M (INST.NO.2014-79019) M o 10o zoo 9.1 ACRES w1 GRAPHIC SCALE IN FEET (� 0 P.0.B. s L38 rW LOT 1,BLOCK 1 NORTHWEST I.S.D.ADDITION- - (CAB. U, PG. 188) TIBBETT&BRITTEN GROUP NORTH AMERICA,L.L.C. (INST.NO.2020-37435) DRAINAGE EASEMENT 10.1885 ACRES LEGEND 443,812 SO. FT. A=CENTRAL ANGLE P.O.B.=POINT OF BEGINNING IRSC=5/8"IRON ROD W/"KHA"CAP SET IRF=IRON ROD FOUND NOTES ' ,�/ MATS INE(SEE SHEET 5) im Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202). A metes&bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this pisExhibit A accurately sets out the metes and bounds of the easement tract. DRAINAGE EASEMENT ak" CHARLES TYDINGS SURVEY, F T�y ABSTRACT NO.1276 f'•'''_'.9MICHAEL C. BILLINGSLEY O ''�s CITY OF FORT WORTH REGISTERED PROFESSIONAL DENTON COUNTY TEXAS LAND SURVEYOR NO.6558 BILLINGSLEY801 CHERRY STREET, """" .. MUNIT 11 SUITE 13008 P.: Kimle >>> HornFORT WORTH,TEXAS 76102 S1� �o� 801ChaffyStreet,Unit11,u13o6� TeLNo.(617I335-6511 PH.817-335-6511 R y Fort Worth,Texas 76102 FIRM if10194040 Wm0imley4xxn.00m michael.billingsley@kimley-horn.comScale Drawn by Chocked by Data Proec No. Shae No i'=20V MCS JDW 5/20/2020 061304600 40F7 BILLINGSLEY,MICHAEL 5/20/2020 1:52 PM K:\FTW SURVEY1061304600-DHL PROJECT GREENWAYVDWG\061304600-DHL ALLIANCE BUILDING D&E DRAINAGE EASEMENT.DWG MATCHLINE(SEE SHEET) M I J z w 1 w t~ 1 ( TIBBETT&BRITTEN GROUP NORTH / I I AMERICA,L.L.C. 1 (INST.NO.2020-37435) 1 am 10 Z 1 0 7 Y 4 CO I 0q d I CL CO 0 I � l Z 1 L33 O Q w _ L32 -- ZIa L14 - - C/)1w Z w / / `jS �� F s` O ofwc') Lsa U� j Vij d r DRAINAGE co LL 0 1LLI / EASEMENT 7 10.1885 ACRES L18 L21 L27 01 o ` 443,812 SQ. FT. �j � L19 120 L23 L26 (j L25 f I �j47� f �24 1 L9 L7 MATCHLINE(SEE SHEET 6) Exhibit A DRAINAGE EASEMENT NORTH CHARLES TYDINGS SURVEY, ABSTRACT NO.1276 o Sao zao CITY OF FORT WORTH GRAPHIC SCALE IN FEET DENTON COUNTY, TEXAS LEGEND Kimley))) Horn A=CENTRAL ANGLE P.O.B.=POINT OF BEGINNING For Cherry Street,Unit 11,#1300 Tel.No. lay-ho817) 35-6511 Fort Worth,Texas 76102 FIRM#10194040 vnwtkimlay-hom.com IRSC=5/8"IRON ROD W/"KHA"CAP SET Swle Drawn by I Checked by I Dale Pro ect No, Sheet No, IRF=IRON ROD FOUND r=200' IvICB 4DW W2m2020 061304600 5OF7 BILLINGSLEY,MICHAEL 5/2012020 1:52 PM K:\17TW—SURVEM61304600-DI-11-PROJECT GREENWAY\DWG\061304600-DHL ALLIANCE BUILDING D&E_DRAINAGE EASEMENT.DWG mff MATCHLINE(SEE SHEET5) ` �IIIIIIIIIIIf DRAINAGE EASEMENT / 10.1885 ACRES 443,812 SQ. FT. to J � LOT 1, BLOCK 1 TIBBETT&BRITTEN GROUP NORTH NORTHWEST I.S.D.ADDITION AMERICA,L.L.C. (CAB. U, PG. 188) (INST.NO.2020-37435) s r jP �r �F M J 50°05'46"E ClIARLES TYDINGS SURVEY-ABSTRACT NO.127E 12 100.39, WILLIAM SAMPLE SURVEY-ABSTRACT NO,1207 1 112'IRF - LOT 2, BLOCK A NORTHLINK LOGISTICS CENTER (INST. NO. 2019-457) LOT 3, BLOCK 1 DAVE ADDITION (INST. NO.2018-152) Exhibit A DRAINAGE EASEMENT NORrr+ CHARLES TYDINGS SURVEY, ABSTRACT NO.1276 0 100 200 CITY OF FORT WORTH GRAPHIC SCALE IN FEET DENTON COUNTY, TEXAS LEGEND Kimley))) Horn A=CENTRAL ANGLE P.O.B.=POINT OF BEGINNING 801 Cherry Street.Unit 11.#1300 Tel.No.(817)335-6511 Fart Worth,Texas 76102 FIRM 9 10194040 vm0imley-hom.com IRSC=5/8"IRON ROD W/"KHA"CAP SET tale Drawn by I checked by Data Pro led Na I sheet No. IRF=IRON ROD FOUND 1'=200 MCS JDw 5120/2020 061304600 6OF7 BILLINGSLEY,MICHAEL 512012020 1:53 PM K:IFTW_SURVEYl061304600-DHL PROJECT GREENWAY0ING10 51 3 04 600-DHL ALLIANCE BUILDING D&E_DRAINAGE EASEMENT.DWG f LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH L1 S00'0546"E 2993.87-' L21 S31'39'57"E 19.51' L2 S74'53'23"W 75.54' L22 S70'31'16"E 42.31' i I L3 N09'13'43"E 97.42' L23 S54'10'48"E 42.34' (' L4 N43'28'55"W 22.44' L24 N75'38'03"E 55.39' u L5 N00'12'30"W 670.36' L25 N90'00'00"E 35.10' 1 L6 N74'06'13"W 141.69' L26 N70'44'57"E 37.17' L7 S89'51'27"W 501.14' L27 N35'07'33"E 24.57' i L8 N54'15'35"W 104.25' L28 N08'24'40"E 238.71' L9 N23'10'29"W 40.90' L29 N18'2226"W 45.09' i 1-10 N65'06'10"W 37.31' L30 N31'43'33"W 25.50' I J 1-11 N34'09'18"W 78.74' L31 N46'47'34"E 32.27' L12 N45'57'17"W 153.43' L32 S68'45'50"E 22.08' r -1-13--NO(rl-'VOO'- 187.87- L33---N30'01'44"E- 4.46'-- - L14 N89'49'08"E 248.78' L34 N06°53'16"E 48.70' L15 S42'09'34"E 130,78' L35 N00'02'40"W 1403.01' L16 S17'30'31"E 222.56' L36 N20'39'57"W 188.84' 1 r i L17 S71'44'32"E 82.36' L37 N45°56'32"W 52,19' L18 N50'3748"E 28.11' L38 N81'00'02"W 259.2T L19 N86'28'12"E 67.54' L39 N48'12'19"E 106.29' L20 980'20'46"E 81.32' i I CURVE TABLE NO, DELTA RADIUS LENGTH CHORD BEARING CHORD Cl 7'52'39" 2482.79' 341,36' S80'22'08"E 341.09' ,I i33 it Exhibit A I DRAINAGE EASEMENT CHARLES TYDINGS SURVEY, ABSTRACT NO.1276 CITY OF FORT WORTH DENTON COUNTY, TEXAS Kimley))) Horn 901 Cherry Street,Unit 11.4 1300 Tel.No.(817)335.8511 Fort Worth,Texas 76102 FIRM#10194040 wwwAktmley-hom.can Scale I Drawn by I Checked by Date I Prolect No, Shee No NIA MCB JDW 51202020 061304600 70F7 BILLINGSLEY,MICHAEL 5/20/2020 1:53 PM K:1FTW SURVEY1061304600-DHL PROJECT GREENWAYIDWG\061304600-DHL ALLIANCE BUILDING D&E DRAINAGE EASEMENT.DWG EXHIBIT"B" DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev.712006 4833-4123-0267,v.1 ,., TEE 1._ C • �� � ' 7 r —1 tl r� —Its a,.r� x 't �� E Y 8'Y I E s �� i� Jt �� a — _ f I I I � :I d L rl t ( Y'7•.,..,.e,. i-.-lis s.ls_Y. 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T"i al 'I j1h!'i H;19, j ags 1JI Ig SH33NI8If3 ONi1tNS110O iIGIDVt1NOO 10311HONV 3 SI11O11(IB-3AVO 103fO17A (0)T t113EIHS 3NnHOIV$l s lam...s�.a r�pr >rEl..ra s1t.R�l�,st tlts�Wssw►�[�lt�s asa IK LLI in si no ' 0 h F F J I Z — • I s U � — y (9 0 - I I Exhibit"C" CITY OF FORT WORTH DRAINAGE CHANNEL 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 fi•om 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 MAINTENANCEANSPECTION • Visual inspections of all components will be conducted every 6 months, • A log shall be Icept 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev.712006 4833.4123-0267,v.1 Exhibit "D" Drainage Channel Structural Maintenance CHECKLIST FREQUENT DATE REPAIRS REPAIRS NOTES INSPECTION REQUIRED MADE Mowing Remove Trash and debris Inspect irrigation system operation Remove grass Clippings Violations Noted MINOR INSPECTION Condition of Channel Amount of silt in pond _ 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 Storm Water Quality Structure Type of Storm Water Quality Structure Structure type and Condition Condition of Rip-Rap Condition of filtration system DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11 Rev.712006 4833.4123-0267,v.1 Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation DRAINAGE CHANNEL MAINTENANCE AGREEMENT 12 Rev.712006 4833-4123-0267,V.1