The URL can be used to link to this page

Home My WebLink AboutContract 47763-A1 C11Y SECRETARY ��/, ��// CONTRACT NO. 01// t .L Ug 16 20» AMENDMENT CIV OF CITY S STOR M WARY % TO CITY SECRETARY CONTRACT NO. 47763 yam; MWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 47763, 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 ADDISON LOCKERS JOINT VENTURE, a Texas General Partnership, acting herein by and through its duly authorized representative Rearden Addison Lockers, Inc., a Texas Corporation, its managing_partner, executed by Robert O'Neal Gray as President, and EAGLEWOOD GROUP LLC a Texas limited liability company acting herein by and through its duly authorized representative Daud H Ashai as Member; together known as "Landowner". RECITALS WHEREAS, the City of Fort Worth ("City") and WGK Development, Inc., a Texas Corporation made and entered into City Secretary Contract No. 47763 (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 D216102150 which is one and the same as City Secretary Contract No. 47763; and WHEREAS, WGK Development, Inc. has subsequently sold, transferred, or conveyed the property to Landowner who has requested that the City consider certain design changes; and WHEREAS, the Agreement contains exhibit(s) "B-2" that depicts the location and design specifications of the Facility; and WHEREAS, it is advisable to execute this Amendment to the Agreement to revise exhibit "B-2" in the Agreement to depict changes location and design changes being added to the original agreement; and OFFICIAL RECORD CITY SECRETARY FT. WoRT#j, T)( NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives,enter into the following that amends the Agreement: 1. Exhibit B-2 is hereby replaced with Exhibit 13-2A attached hereto and incorporated herein to the Agreement,consisting of revised design specifications of the Facility. 2. 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. 3. 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 , 2017. REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH: Jesus J Chapa ATTES T Assistant City Manager ity Secop Approved as to Form and Legality: OF FO&JZ L+eann Guzman Assistant City Attorney U * :2 STATE OF TEXAS § "CXAS 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 S day of_ 12017. LINDA M. HIRRUNGER ``�PFY PVe i Notary P ublic,state of Texas ;N,•.?'��:P,: Comm.Expires 02-02-2018 Notary Public, State of Texas Notary ID 12414474.6 OFFICIAL RECORD CITY SECRETARY F�'•WORTH, TX 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. C Date: / / D.J.Harrell Development Services Administrator LANDOWNER NAMES ADDISON LOCKERS JOINT VENTURE, A Texas general partnership By: Reardon Addison Lockers, Inc. A Texas corporation its Managing Partner By: Printed Name: Robert O'Neal Gray Title: President 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 Robert O'Neal Gray, 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 Addison Lockers Joint Venture, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of - , 2017. BARNEY ID#125028078 My Commission 20,2020 Expires August NotaryPublic, State of Texas ....t AND EAGLEWOOD GROUP LLC., A Texas limited liability company m B Printed Name: Daud H Ashai Title: Member 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 Daud H. Ashai, Member, 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 Eaglewood Group LLC, and in the capacity therein stated. Iu GIVEN UNDER MY HAND AND SEAL OF OFFICE this day off � 'v 2017. lei C Notary Publi , State of Texas ``CRY PUr' PAIGE LAUREN MCCONAIHY Notary Public, Siate of Texas My Commission Expires July 18, 2017 'O hrnnY`` Exhibit B-2A Detention Pond Exhibit Plan--Vie w i --- .A 6 Wide Flume 5/a' Romp 15% Max A 10' Mir), Width I � F 4 60 FEET ropos Sign i One Inch Section C—C Outflow Structure 100 Yr Woter L=IIL=I = _ Surface II II Fr I—III-III-III-III-III-III-III= Devotion — 627.20 IIIIIIIIIIIIIIIIIIIIIIII 111--11=1 Connect to E fisting Proposed61 Jol1lIIRCP Flow Llne o Pr 0 — — — — — posedF Lume 0.50�— Connect to Exist. — 1=�T'f=1 � � —ii1=1 = _— — — — — — — — _ = IIII I -1-1 I—III—III—I 11 —111-111-111—III—I CI I—III—III—III—III-1 -1 TI=1i1=IT1=III=III=1TI=1 1-1 -1 1-1 1- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 Q) Profile ;'`...�.........®� E.c. HcvosTCN BOYDSTON DESIGNS, INC. (fl Scale /®®90:9�46267�s ®® 222 W.E xckange Ave.,Suite 103 Iot��®®®®®®®�®® Fort Worth,TX 761 64 �o� a, zon Voice.817 626-7878 - Fax.8 17 626-7879 60 Feet Civil Engineering•Surveying.Land Planning E. Reg.# F-11307 • S. Reg.#10193818 T:\2016\16006—WCS—Storage\_Design\SWFMA Exhibitspro Exhibit B-2A Detention Pond Exhibit 2'X 4' Overflow Slot All Sides Bottom of Overflow 627.50 Orifice (d) = 10"Sch 40 PVC Center Elevation- 626.78 V(100) WS Elev.-627.20 Orifice (c) = 10" Sch 40 PVC Center Elevation- 625.28 V(10) WS Elev.-625.98 I Ln V(5) WS Elev.-625.61 Orifice (b) = 10" Sch 40 PVC V(1) WS Elev.-624.75 I 2.00' Center Elevation- 623.75 a Bottom Elevation: 622.35 � 1.00 L 1.45' Orifice (a) _ 10" Sch 40 PVC Center Elevation- 622.77 6.00' Using Weir Formula Emergency Overflow ci Q = C L H^(312) Q = CA 12gh o - C = 3.367 C = 0.6 111=11�1I1 �0 111Ii11 iull L = 0.67 A = 2 X 4 X 4 elute - II� 11 e�111 �II�- III Ili H = 2 h = 1.0 -1 1 � 111=1 1=1 -1 W u}1 �I -n�I I- 11-1 I CI I IIl 1 =1 E1 _ E1 _ E1 111 n M1 I Ll I�111=1 I EI 11=1 I e 11=1 I l =111 050=11 - - -111= eil-ll 1i1-1I 1i1 16 LF of Weir Q = 217.9 cfs lull el _ Mil-lilieliliell-1i1-";,-"'- -I5 3000/�Reinf. Conc. Flume 1-,�F1ii-TElil-1 i ei11111 E111I11 E111I11 E111I111E1i1-1IE111=n El 11=n El l l= Q= 102 cfs -- -1- - - - - - - - - - 1= eieHeil-ne Pilot Flume for Detention Pond O 77.50' N #.3 Bars @ 18" CCEW See Grant 1 , Engineering _ CIO rE 6.00 8" Rock RipRop Plans for Match Slope of Continuation -1I-1IIII-1I-1I-1I-1I-1I-1I-1I-1I-1I -"—"—"�"' II N�11�1i-II�IIHII II� II II I�I .IIII I�I�II "�� Detention Pond 11- 1 6" Bedding 5" 3000# Reinf. Section B—B Conc. Slope Protection Slope Protection Detail Scale: 1" = 6 Feet �C; Xk% E3owwroM DESIGNS, INC. ®m® 222 W.ExckanSe Ave.,Suite 1 OS Fort Wortk,TX 761 64 m...:......................E.:.� .. vo .vosT ice:817 626-7878 - Fax:8 17 626-7879 ....:..... ...� 46267 , ® Civil Engineering•Surveying.Land Planning ®a �� ?61EP1z® E. Reg.# F-11307 • S. Reg.#10193818 Jon 4, 2017 T:\2016\16006-WCS-Storage\-Design\SWFMA Exhibits.pro Exhibit B-2A Detention Pond Exhibit U) 14.50' 1 #3 Bars @ 18" CCEW See BDl 4 Engineering _ � 1_ � � 6.00' i rE �� Match Flume Plans for Continuation 111 Ipl -11 II iii` Section A—A 5" 3000# Reinf. Section D—D Conc. Slope Protection Slope Protection Detail Scale: 1" = 6 Feet N 11.50' #3 Bars @ 78" CCEW See SDI 1 6.00' Engineering _ N rE �� 8" Rock RipRop Plans for Match Slope of Continuation l lIIIIIIIIIIIIIIIIIIIII111 IIIIII=III= � Detention Pond „ 6" Bedding 5" 3000# Reinf. Section E—E Conc. Slope Protection Slope Protection Detail N TS See BDl En gin eerin g Plans for Continuati n Cut End of Pipe on 4: 1 Slope 6 8" Rock RipRap - - Ij Match Slope of Detention Pond I I IE E�MEgR—1 I I—I I I—I I_�l �_�l 6" Bedding Section F—F & G—G Slope Protection Detail N TS BOYDSTON DESIGNS, INC. 222 W.E,eckange Ave.,Suite 1 oS Fort Wortk,TX 761 64 m...:......................E....vosT :.� voice:817 626-7878 - Fax:8 17 626-7879 1...:..... ...� ®®�:; 46267 , ® Civil Engineering•Surveying.Land Planning ®a �� ?61EP1z® E. Reg.# F-11307 • S. Reg.#10193818 s�� szONA� Jon 4, 2017 T:\2016 16006—WCS—Storage\—Design\SWFMA Exhibits.pro