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Home My WebLink AboutContract 48992-A1 CITY SECRETARY CONTRACT N0. AMENDMENT TO CITY SECRETARY CONTRACT NO. 48992 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 48992, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and Roque Ama a "Landowner", acting herein by and through its duly authorized representative Roque Amaya as Landowner,hereinafter referred to as "Licensee". RECITALS WHEREAS,the City of Fort Worth("City")and Roque Amaya made and entered into City Secretary Contract No. 48992 (the "Agreement") to authorize the use of on-site stormwater management facilities(the"Facility")to be constructed and maintained on a portion of Landowner's property; and WHEREAS,the Agreement was recorded with the property records of the Tarrant County as document No. D217107736 which is one and the same as City Secretary Contract 48992. WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and design specifications of the Facility; and WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) "A" and "B" in the Agreement to depict changes location and design changes being added to the original agreement; and NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives,enter into the following that amends the Agreement: Fo o0l �xhibit A is hereby replaced with Exhibit A-1 attached hereto an Inco e the TAS . - t� TX Agreement, consisting of a revised location description of the Facility. 2. Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the Agreement,consisting of revised design specifications of the Facility. 3. This Amendment shall be filed with the City Secretary as an amendment to the Agreement and also recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land,and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests,including any property owners association. 4. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect EXECUTED on this the day of 12018. REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH: Jesus J Chapa x�C0RT. QQ ATTEST Assistant City Manager V' * 5 City Secretary Approved as to Form and Legality: �L Y au�'-'- - v L NO M&C REQUIRED Assistant City Attorney STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Jesus J. Chapa, Assistant City Manager, 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 the CITY OF FORT WORTH, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 2018. MARIA S.SANCHEZ / My Notary ID#2256490 'N'' 'om` ota y Public, State of Texas a�;4+,,:' Expires Decembar 19,2021 OFFICIAL R?77 7-;, CI'i"y FT.Vg�"RT 09 TX Landowner By: '(4 ny-q k/�' Printed Name: que Amaya Title: Landown r STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,on this day personally appeared Roque Amaya,Landowner,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 Roque Amaya, and in the capacity therein stated. f GIVEN UNDER MY HAND AND SEAL OF OFFICE this. day of , 2018. Notary Public, State of Texas MICHELLE A.SOULES ter rus`'.y ,�. =,Notary Public,State of Texas d, Comm.Expires 03-03-2020 Notary T '264,...., 0 F F I C I A L R1,7:7'11PD, �f: a 3,:0.0 a-r t,k+„ Contract Compliance Manager By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all perforppmance and reporting requirements. J� Mo-ata, Janie S. Morales Development Manager 1: , .:-;CRTARY FT.INOR `H,TX 9 EXHIBIT"A-1" DESCRIPTION OF PRIVATE DETENTION AREA EASEMENT SITUATED in the City of Fort Worth, Tarrant County, Texas, and being a tract of land in the ABNER LEE SURVEY, Abstract No. 931, and being a portion of that certain tract conveyed to Roque S. Amaya by deed recorded under Tarrant County Clerk's File No. D216096405, and said portion being more fully described as follows: BEGINNING at a point in the southeasterly corner clip portion of said Amaya tract, said point being 13.79 feet North 40 degrees, 34 minutes East from a 1/2" iron rod found in place for the most southerly southeast corner of said Amaya tract and the southwesterly end of the corner clip at the intersection of the northerly line of Burleson Retta Road (County Road Project No. 1064) and the westerly line of Oak Grove Road South (County Road Project No. 1004); THENCE South 89 degrees, 55 minutes West and generally north of and generally parallel with the north line of said Burleson Retta Road, 189.39 feet; THENCE North 0 degrees, 05 minutes West, 208.32 feet; THENCE North 50 degrees, 26 minutes, 10 seconds East, 118.8 feet; THENCE South 89 degrees, 57 minutes, 30 seconds East, 123.16 feet to an "RPLS 1640"capped 5/8"iron rod set for corner; THENCE South 3 degrees, 08 minutes West and generally parallel with said westerly line of Oak Grove Road, 182.19 feet to an "RPLS 1640" capped 5/8" iron rod set for corner in said southeasterly corner clip portion of Amaya tract; THENCE South 40 degrees, 34 minutes West with said southeasterly corner clip portion of Amaya tract and said corner clip in road intersection, 15.41 feet to the PLACE OF BEGINNING, and containing 1.266 acres. STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.11/17/2016 ®O w PPy nn.r711 eewpn y .... ._,. ...,.. < t J �� RI G Jfl e'e yw. z f x A n Z5, xu 7-7 60 0 60 IM 180 §r ]n N I r�r „ \` n � LOT 4 Sca1n 1•.6C � tl �., uc ux.wE P.w z A 3 p d s BLOCK 'Y,�:.. '; e, F 1 a �"- 8.80$1 AC k +w�.rr •zam _ ,.... s!P'ITaO' f1 6UF13301V-R6_1rw ,_ -.-._—.�. EI♦T nr rrw.xi cram+ ti 4.>L rv:, :.'i._ LOT 4,&ocxI AMAYA ESTATES, M 1M1P C E fm1 MPriP, aruaxs. rron pw. r rn.rs�r.rr*.+:+nar nYwud CdaePdaL i®..t E.inp Tawee�dX44 u�aifnai ai lend aea , M U.Abner l..§uewv,•MrvN Mo.9 1. c<vPns u;Ptiarudn.w -'a° ltlEES. crrr PIAN codylsslory rlru Tota Pu,lo,es.ae co •;:BExli NtC.11, �-.rR ipAtE c"T or FM vom lowe.Nug [rtNE 3�r`TN TrAS M]P'If 4LNf� �, +tiA�eaH+��w'.ru� !_i 5£E w� 'a;.e.:�^E.NGIUM ANO IX•J.AIPfipi. ...• ....._. w...r w+r wroawn vww n w w. _ •�w.a mn w�vnww w♦+.n w„e q C.r.ld 4 cueW.PP1S mw..nmx+w..u.rq.a xAx. R �xg .NR YAPOn t. 4'!' EXHIBIT "13-1" DESIGN CALCULATIONS (1 OF 2) Existing Basin Area ac Area mi12 CN IN La A 2.68 0.00418208 84.12 0.38 12.24 B 3.36 0.00524531 84.01 0.38 14.04 OS-1 8.78 0.01371538 90.79 0.20 9.72 OS-2 3.25 0.00508244 85.27 0.35 11.52 Proposed Basin Area ac Area mi^2 CN IN La A 2.68 0.00418201 91.49 0.19 10.80 B 3.36 0.00524609 85.93 0.33 10.80 OS-1 8.78 0.01371538 90.79 0.20 9.72 OS-2 3.25 0.00508244 85.27 0.35 11.52 Pond Weir 1 Outlet Pond Weir 2 Outlet Emergency Spillway Outlet LYS Flow Lira 691.50 UIS Flow Line 692.50 UIS Flow Line 693.01 Wicth P) 2.00 Width P) 1&00 Width P - -- -4.00 Weir Coefficient Co) 2.6 Weir Coefficient Co) a.1 Weir Coefficient Co) 3.1 `-Wei - C„Pd1.5 `W,,= L„Pd1.5 QWe,r- C,,Pal.; Stage-Volume-Discharge Rating Table Elevation Storage Storage Weir 1 Weir 2 Weir Total (ft) Area(ft2) (ft3) (ac-ft) Discharge Discharge Velocity Discharge (cfs) (cfs) (fps) (cfs) 691.50 10 5 0.0001 0.00 0.00 0.00 0.00 692.00 40 18 0.0004 1.84 0.00 1.84 1.84 692.50 6,694 1,285 0.0295 5.20 0.00 2.60 5.20 693.00 57,782 17,404 0.3995 9.55 19.73 2.44 29.28 693.50 84,778 53,044 1.2177 14.71 55.80 3.21 70.51 S./v STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.11/17/2016 EXHIBIT "B-1" DESIGN CALCULATIONS (2 OF 2) 1-yr 5-yr 100-yr 1-yr 5-yr 100-yr Exst Exst Exst Prop Prop Prop Difference Q Area Peak Peak Peak Peak Peak Peak Basin ID (mi'2) Q Q Q Q Q Q 1- r 5-yr 100- r OS-1 0.0137154 21.4 36.2 64.7 21.4 36.2 64.7 0.0 0.0 0.0 B 0.0041557 4.8 9.8 19.8 6.1 11.7 22.7 1.3 1.9 2.9 A 0.0034618 4.1 8.3 16.8 6.4 10.7 19.1 2.3 2.4 2.3 AB 0.0076175 8,8 18.0 36.4 12,5 22.4 41,7 3.7 4.4 5.3 Detention Pond 0.0076175 9.3 16.7 31.4 OS-2 0.0050521 5.5 10.8 21.2 5.5 10.8 1 21.2 0.00.0 0.0 Junction-DS 0.0263850 34.9 63.8 120.5 34.2 60.1 111.6 -0.7 -3.7 -8.9 STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.11/17/2016 EXHIBIT"13-1" SCHEMATIC PLAN - PLAN VIEW I r" A >t i �i 1.49 AC I CONC" RETE LAJ • Y`^•r •'•Y, I � �� ISL r +. ..•IF• ~� � I � 1+ "r: SPOT REOWNS fOR 1 * RIP RAP GRADATIONS - ( i AM- y-r earrrn r ata r w w a t q wotss oor arw► *: Nrw mom mwao iw mw t T .r p wa .r ci s.aa 1 i n" m .4 •�••� .• �y��.� {I 1 •rlal 4e-75 --amp w ce 1 •eal 7Fl6 • .a:i•• 1 ..fit , = r�w!R 3 rDl M-]s � c mows M aunt r r••. ts M aeo< Mi NR 11 Mt Y L 71f low •.�#... [:, b •M rr�pe Galt Amu R b c ae�ww w a.w�.w are low r w o 3urm" art ro,was rw waw woo was / ---- I TF STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Rev.11/17/2016 EXHIBIT "B-1" SCHEMATIC PLAN -CROSS-SECTIONS A & B 696 696 i 00-YM EWW WL 692 692 688 -0+250+00 0+50 1+00 1+50 2+00 2+25 CROSS-SECTION A-A 696 696 692 692 688 -0+250+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25 CROSS-SECTION B-B STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Z Rev.11/17/2016 EXHIBIT "B-1" SCHEMATIC PLAN- DETENTION OUTFALL DETAIL ONE ROCK WALL TOP CF BERM TYPICAL ELEVATION = 694.00 T"PICAL ELEVATION 694.00 24' VAjAA/A -- �jAoVAA EMERGENCY OVERFLOW WATER ELEVATION = 693.57 100 YEAR WATER ELEVATION - 693.0 \ \/\ 0 WEIR FL = 692.50—\\ 0 \ \ goo, UO00 00000 00; ED00 00 0 0 CDO � %o 26' _I 6• TFACK 2' x 26" DETENTION OUTFALL ELEVATION TYPE A CONCRETE PAD STORMWATER FACILITY MAINTENANCE AGREEMENT 13 Rev.11/17/2016