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Home My WebLink AboutContract 48805STORMWATER FACILITY MAINTENANCE AGREEMENT WATER QUALITY DEVICES CI I 1 �7CVR�/1I�T �y� Y/ jj CONTRACT N0. ` i ' � �'""7 THIS AGREEMENT, made and entered into this day of _��.% L� ;,� , 2017, by and between LVG Investments. LLC, acting by and tluough Louis V. Gennarelli, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter refel7�ed to as "Cit�'. WITNES SETH WHEREAS, the Landowner is the owner of cet-tain real property described as an approximately 0.0121 acre tract located in the H.H. Car�•oll Survey, Abstract 264, Tarrant County, Texas according to the deed recorded in Instrument Number D207124391. Official Public 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 Crystal Sprin�s 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 and its runoff quality within the confines of the Property; and WHEREAS, this Agreement shall run with the land and apply to the Landowner, its successors and assigns. The term "Landowner" shall refer to the then-current legal owner of the Property and/or the Facility as same are herein defined; and WHEREAS, the Landowner has determined that on-site Stormwater Management Facilities to control trash, debris and other floatable materials ("Facility") should be constructed and maintained on a portion of the Property; and WHEREAS, the City requues that the Facility, whether one or more, as shown on the Plan be constructed and adequately maintained by the Landowner the locations of which are as shown in the attached Exhibit "A" ("Facility Property"); and ��Fec�a� �cor� STORMWATER FACILITY MAINTENANCE AGREEMENT �'� ��►R� Rev. 12/29/2014 �"L NI'Aii1fM� TX 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 shall adequately construct and maintain the 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 E�ibit "C". The Facility includes all structures required to control the quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their designed functions. Maintenance forms provided by the City, or an equivalent provided by the manufacturer of the Facility, attached to this Agreement as E�ibit "D", are to be used to establish what good working condition is acceptable to the City. 2. If the Landowner contracts the maintenance of the Facility with a qualified third-party, Landowner shall attach a copy of the contract to this Agreement as Exhibit "E". 3. The Landowner shall inspect or shall cause to be inspected the Facility at least quarterly, using the form in Exhibit D, and shall be submitted to the City quarterly. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility. Components of the Facility which need maintenance or replacement to perform theu design function, shall be noted in the inspection report along with the conective actions to be taken. The corrections identified in the inspection report must be corrected within the 3 month period in which the next inspection report is requued. 4. The Landowner hereby grants permission to the City, its authorized agents and employees, to enter upon the Property to inspect the Facility whenever the City deems necessary. The inspection may involve follow-up on reported STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 12/29/2014 deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner copies of the inspection findings and a d'u•ective to commence with maintenance and repairs if necessary. 5. In the event the Landowner fails to maintain the Facility as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and talce whatever stens necessarX to correct deficiencies identified in the inspection report to protect public health, safety and welfare and to charge the costs of such maintenance and repairs to the Landowner. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair the Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obli�ation is the Landowner's. 6. The Landowner 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 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 fails 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 the county in which the Facility lies, an affidavit identifying the real property to be charged with such lien, stating the amount thereof, and malcing reference to this Agreement. 7. 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 COVENANTS AND AGREES AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 12/29/2014 LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER TO: PROPERLY INSTALL, MAINTAIN AND REPAIR THE FACILITY, OR ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING ATTRIBUTED TO THE FACILITY , OR (2) IMPROPER INSTALLATION, MAINTENANCE AND REPAIR OF THE FACILITY ,. 8. 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 access to the Facility. This Agreement shall be recorded among the land records of Taz�rant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executars, assigns, heirs and any other successors in interests, including any property owners association. [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 12/29/2014 Executed this 3pth day of ,lanurary 2017. Landowiicr City of Foi�t Worth r � ;' /;�ti !>+,� _� � � �� _ �i •., �„/�--- �-- Name: L�iiis V. Geuuarelli Jesus J. Chapa � P Assistant City Manager Title; Managulg Principal STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 12l29/2014 Approved as to Form and Lcgaliry �� Assistant City Attorney ,;, �,,�.� .3.,..,, ,� ��. .� ATTEST -J ��' `'�� "� � �� ity Sec�� '� ''• - y �`�; � `�! .. _ � � -��,= s IV� M8&C �'t�sQ�]$R�p �F�ecra� ��n ce� ,��r�� 'Y'. wA1�"�'F0� `� i 5 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 ervices Administrator Date: /'� OFFICIqL RECBRD CITY' g�CR�.ARY FT. WOtiPH, TX I STATE OF TEXAS C(JUNTY OF TARRANT �i This instr-utnent was acknowledged before me on � �� e� by Jesus J. Chapa, Assistant City Manager of the Ciry of Fort Worth, on behalf of the City of Port DVorth. MARIA S SANCHEZ. My Commission Expires December 19, 2017 COUNTY OF DALLAS 0 § ' �- - Not ry Public, Staie of Texas Before ine, the undersigned authority on tlus 90th day of Januarv , 2017, personally appeared Louis V Gennarelii , Icnown to me to be the person whose name is subscribed to the foregoing instrument and acicnowledged to rne that the saine is the act of E.VG Investments I��.0 , and that he executed the same as its Managing Partner and as the act of such LI.0 and for the purposes and consideration expressed it� the foregoing instrument. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 12/29/2014 ��ti.�' Notary Public, State of Texas � 4``"�""'' NARBADA DEVI n�1ANl � `J�lP;1YPV9�� °��:�c,� Notary Public, State of Texas , =;��• �'v � Comm. Expires 01-1 i-2021 ' '�.'�F os• tF;o` �i�� Notary !D 330957963 �=—_ _--- __-____ _� �FFICI�L REC�RD CI'P1P S�CR�AR� � !�'. I�H��'TH� �"� H ,, ��-_ � - -- — =_— .� 6 Part of the N.H. CARROLL SURVEY, Absttacf No. 264 situated in the City of Fart Worth, Tarrant County, Texas; embracing a portion of the 13.0348 acre fract described in fhe deed to LVG Investment, LLC as recorded in Instrument Na. D207124391 of the Official Pubiic Records of Tarrant County, Texas and being more particufarly described by meies and baunds as follows: COMMENCING at a capped 5/8° iron rod set marked "KHA° at the beginning of a non-tangent curve to the right and for the northwest corner af said 13.0348 acre tract, the northeast carner of a 0.42 of an acre tract described in deed ta Tarran# Coun#y Water Control and improvement District Number One recarded in Volume 4319, Page 943 of the Deed Records of 7arrant County, Texas, and the southeast corner of a 0.52 of an acre tract described in deed to Tarranf Caunty Water Cantrol and Impravement Districf Number One recorded in Volume 4219, Page fi21 of said Deed Records, then run with #he west line af said 13.0348 acre tract and the east line of 0.42 of an scre with said curve to the right having a ceniral angle of 1°33'21", a radius of 1,231.95 feet, an arc length of 33.45 faet and a long chord bearing and distance of Sauth 14°01'24" East, 33.45 feet fo the northwest, at #he beginning of a non-tangent curve io the right and BEGtNtVING corner of tract being described; THENCE departing said west line af 93.Q348 acre tract in an easterly direction with said curve to the right, having a centraf angle of 8°28'02", a radius of 75.00 feet, an arc length 11.08 feet and a long chard bearing and distance of North 85`OB'S9" East, 1 �1.07 feet; THENCE North 89°20'52" East, a distance af 17.50 feet fa a point for corner; TNENCE Sauth 0°39'08" East, a disiance of 20.00 feet to a point for corner; THENGE Soufh 89°20'S2" West, a distance of 17.50 feet to a point at the beginning of a tangent curve ta the left; THENCE in a westeriy direction with said curve having a central angle of 7°08'01", a radius of 55.00 €eet, an arc length of 6.85 feet and a lang chord bearing and distance of South 85°46'51" West, 6.84 feet to a poini for corner at ti�e beginning of a non-tangent curve to the left, on said west line of 93.0348 acre tract anci said east line oi said 0.42 of an acre #ract from which a 3(8" iron rod found at an angle point in the west line of said 13.0348 acre tracf bears along eurve to the left having a cen#ral angle of 12°23'41", a radius of 1231.85 feet, an arc length of 266.51 #eet and a long chord bearing and distance of South 6°06'55" East, 265.99 fee#; THENC� with said west line of 13.0348 acre tract and said east line of 0.42 of an acre iract in a nor�herly direction with said curve to the left, having a central angle of 0°55'S8", a radius of 1231.95 feet, an arc lengfh a�20.06 feet and a long chord bearing and distance of Narth 12°46'45" West, 20.06 fee# to the POl�iT OF BEGINN(NG and cantaining 529 square feet or Q.012 i of an acre of land. Basis for Bearings are based on the Texas Coardinate System of the North American Da#um af 1983 (2011} EPOCH 2010, North Central Zone 4202 (US Survey fee#} fram GPS observa#ions using the RTK Coaperative Network. JAMES PAUL WARD REGISTER�D PRO�ESSIONAL LAND SURV�YOR NO, 5606 801 CHERRY STREEl', UNIT 11 SUITE 950 FORT WORTH, TEXAS 76102 PH. 817-335-6511 paul.ward@kimley-harn.com � �P�� i � ' �`�'�o . .�,�c ............................... JAMES PAUL WARD . .:. .o ...56�6....� ;: . . � ' . 9p �Q; � � 9,y� 3EU R � E�o , , � ��-C..�-��''�`/UG' �/ EXHIB[T "A" DRAINAGE EASEMENT Part of the H.H. CARROLL SURVEY, Abstract No. 264 situated in the City of Fort Wor#h, Tarrant County, Texas. Kiml� >>> Horn 801CherrySlreet,Unif14,N960� TeI.No.(817j335•fi511 FortWaAh,Texas 76102 FIRM#1079qD4� wJ.w.kimley-hom.rnm Sca}e brawnbv Cfiecked bv Dale Pro ect No. S eet o N!A PCN JPW a8J1312016 O6A46450i i OF2 3:28 PM K:IFTSN'Sl�F2VEYt064d84501-CRYSTAL SPRINGSVOWG1064d845�t TRWD DRAINAGE EASEMENT BOX 1.OWG � 0.52 OF AN ACRE TARRANT COUNTY WATER CONTROLAND IMPROVEMENT DISTRICT NUMBER QNE VOLUME 4219, PAGE 621 DRTCT • • : �, � .._� 25 50 � ` NORTH GRAPHIC SCALE IN FEET ; P.O.C. t 5/8" CIRS "KHA° � � � DRAINAGE EASEMENT � �� 0.0121 ACRES �„ 529 SQ. FT. 0.42 OF AN ACRE �C2 \ 7ARRANT COUNi'Y WATER ` corvrRo�. aivo IMPROVEMENTDfSTRICT � NUMB�R ONE � VOLUME 4319, PAGE 143 DRTCT REMAINDER 13.0348 ACR�S TO LVG INVESTMENT, LLC INSTRUMENi NO. D207124391, dPRTCT \ \ 1 ... � LINE TABt� � V NO. BEARiNG LENGTH L1 {V89°2d'52"E 17.50' \ � � L2 Sd�°39'08"E 2Q,00' TARRANT COUtVTY WATER \ 1 L3 S89°20'52"W 17.50' CONTROLAND lMPR�VEMENT DISTRICT � � CURVE TABLE NUMBER 4NE � V4LUME 4319, PAGE '143 NO. DELTA RADIUS LENGTH CHORD BEARING CHORD DRTCT C1 8°28'02" 75 QU' 11 08' N85°Q6'51"E 11 47' � Basis for Bearings are based on the C2 7°48�01�� 55.00� 6.85' S85°46�51�1N 6.84' Texas Coordinate System of the North American t7atum of 1983 {2011} C3 0°55'SB�� 9231.95' 20.06{ N12°46'45"W 20.06' EPOCH 2O10, North Central Zone C4 i°33'21" 1231.95� 33.45� 574°01'24��E 33.45� 4202 (US Survey feet} from GPS 1 observations using the RTK � C5 12°23'41" 1231.95' 266.51' S06°06'S5"E 265.99' Cooperative Network. LINE TYPE LEGEND - - BOUNDARYUNE 3/8" 1RF � � EASEMENT LINE LEGEND � = CENTRAL ANGLE P.O.C. = POINT OF COMMENCING P.O.B. = POINT OF BEGINNWG 518" iRS = 518" ERON ROD W( "KHA" CAP SET CIRF = CAPPED IRON ROQ FOUND � IRF = IRON ftOD �QUND MON = MQNUMENT DRTCT = DEED REGORDS iARRANT COUNTY, TEXAS OPRTCT = OFFlCIAL PUBLIC RECORDS TARRANT GOUNTY, TEXAS �a�P��o �'�o�cS� �: �' ;* ............................... JAMES PAUL WARD . .:;.A ...5606....v ,, �'�.�PpFES5� �PO� yo••S�Rv�y PRTCT = PLAT RECORDS TAf2RANT COUNTY TEXAS �� .�� --/�j ° Zi� �, EXHIBIT "A" DRAINAGE EASEIVIENT Pari of #he H.H. CARROLL SURVEY, Abstract Na. 264 situatecf in the City ofi Fort Worth, Tarrant County, Texas. Exhibit 'B' - Design Plan and Specifications � _� �� -�e. -_�_ �r��r��r� T0; A'i'TN Re: �I�1GI1V��12�1�� 12]EP�I��' Contech Cngineered Solutions LLC 11815 NE Glenn Widing Drive Portland, OR 97220 Mr. Seth Solcol, P.�. Stormwater Design Engineer Dayton O(�ice DATE: May 23, 2016 N0: 19420D-1-0516-OS Review of Hydcaulic Calculations and Shop Drawuigs for Two (2) CDS Units (524113); Ci•ystal Spi•iilgs, E'oi-� Wo�-th,1'exas; CBC ReportNo. 19420D-1-O516-OS We are pleased to submit our report for the above refe�•enced project. Tlie pucpose of this repo►-t is to provide a peer review of the hydraulic calculations, and shop drawings for tl�e two (2) proposed CDS u»its �t the above referenced project location. We have evalu�ted the hydraulic calculations, and shop drawings and agree khey conform to accepted industry standards for these product types. The water quality flow rates through the CDS units proposed to be installecl at the project site have been vecified to be within the Manufacturer's (Contech) published treatment flow rates of the CDS units as shown in the attached calculations. We hlve not made an independent verification of the data used to perform the calculations, and are assuming all initial assumptions and data are correct as presented to us, No structural design calculations or details have been reviewed in conjunction with this project and others than CBC are responsible for all othec aspects of this project including but not limited to the structucal design and buoyancy evaluation. We have accocdingly signed aiid sealed this report containing the calculations and shop drawings, and they are attached in Appendix A and A�pendix B of Niis repoct, respectively. If you have any questions, please contact us. Respectfully submitted, CBC Engineers cS$ Associates, Ltd. Deepa Nair, M.S., P.E. Pi'oject Engineei• ,�+ ,�� v"LVW Mitcltell T. Hardert, P.E. Chief Engineer DN/MTH/Ih ec, Client (ssolcol�conteches.com) ec: Ben Hui•st (bhucst�coiiteches.com) 1-File d�� .s `��i C OF T�>>, CBC E�lgineers � Associates, Ltd. TBPE Firm N�nnber F-16105 �ayLon, Ot-I l�exinc�fon, t(Y 1-lazai•d, ICY t;lia��leston, WV Fl�rrisburc�, %I� .T25 Weslpark Road / Centerville, Ohio 45459 / Phone: 937-428-6150 / Fax: 937-428-6154 Visif' us e�E• www.cbce�rJ.corn �� 0 ^ 3 .� � N� '�L 4w C N � � V � w: > � 0 0 N �" ro� � ;a � � m ro ,o pr � � � fD � 3 c � `o �� Exhibit 'B' - Design Plan and Specifications < � LL C C � � z U d � Z � � w rn � e .� G a °c D � 5 a � Exhibit 'B' - Design Plan and Specifications �.,��1: �'�e'� �NGINELRED SOl.UilON5 SECTION [ STO1�M WATBR TREATMENT DEVICE PART 3 — GENERAL t,1 DESCRIPTION A. Scope The Contractor shall t'urnish a11 labor, equipment and rnaterials necessary to instali the storm water teeatment davice(s} (SWTD) and appui-�enances specified in the Drawings and these specifications. B. Relatad Sections Section 02240: Dewatering Section 02260: Excavation Support and Protection Section 023t5: Excavation and Filt Section 0234�; Soil Stabilization 1.2 QUALITY ASSURANC�S A. Inspection Alt components shall be subject to inspection by the engineer at the place of manufacture and/or installation. AJI components are subject to �•ejected or identified fot� repair if #he quality of materials and manufacturing do not aomply with the requirennents of this specificatian, Components which have been identified as defective may be subject for repair where final acceptance of the component is contingent on the discretion of the Bngineer. B. Warranty The manufacturer shail guacantee the SWTD components against ail manufacturer originated defects in materiafs or workmanship for a period of twalva (12) months from the date the components are delivered to the owner for instatlation. The manufacturer shall upon its detertnination repai►•, correct oi• replace any rnanufacturer originated defects advised in writing fo the tnanufacturer within the refe�•enced warranty periad, Tha use of SWTD components shall be fimited to the application fat� which it was speci�icai(y designed, C, Manufacturer's PerFormance Certificate The SWTD manufacturer shall submit to the Engineer of Record a "Manufacturei's Performance Cei�tifioation" ce�•tifying #hat each SWTD is capabie of achieving the specified removai efftciencies listed in these speci�cations. The certification sha11 be supported by independent third-party research. � � Exhibit 'B' - Design Plan and Specifications r�� _ �� N�1NF�RED 5G?LUTIQIVS 1.3 SUBMITTALS A. Shop Drawings The oontractor S0Ct1011 C horizontal and Iocatians. PART 2.0 -- PRCIDUCTS shali prepare and sub�nit shap drawings in acoordance W3�i! j of the cantract documents. The shop drawings sha11 detail vei�tieat dimensioning, eeinfoi•cement and joint type and 2.I MATERiAI,S AND DESIGN A. Precast conct•ete components shaIl conform to applicable sections of ASTM C 478, ASTM C 857 and ASTM C 858 and the following: t. CanGrete shail achieve a miniinum 28-day compress[ve strength of �,OdO pos�nds per square-inch (psi); 2. Unless otherwise noted, the precast concrete sections shal! be designed to withstand lateral earth and AASHTO H-20 tc�a#'fic loads; 3. Cement shatl be Type 1II Portland Cement conforming to ASTM C 3 50; 4. Aggcegates shall conform to ASTM C 33; 5. Rei��forcing steel shall be deformed billet-stee) bars, welded steel wire or defarmed wefded steel wire conforming to ASTM A 615, A 185, or A 497. 6. Joints shall be sealed with preformed joint sea(ing compound canfor�ning to ASTM C 990. 7. Shipping af components shall noi be initiated until a aninimutn compressive strength of 4,000 psi is attained or �ve (S) calendar days after fabrication ktas expit'ed, whicheve►• occurs �i�st. B. Internal Gomponents and appu��tenances shatl conforrr► to the following; 3. 4. Sct•een and suppoct structure shall be manufactueed of Type 316 and 316L stainless steel confoeming to ASTM F 1267-01; Hardware s12all be manufactured of Type 316 stainless s#eai conf�rming to ASTM A 320; Fi6erglass components shali conform to the National Bureau of Standards PS-15 and coated with an isophalic polyester gelcoat; Access system(s) confo�•m to the %llowing: a. Manhofe castings shal( be designed to withstand AASHTO H-20 loadings and manufactut�ed of cast-iron conforming to ASTM A 48 C(ass 30. �� Exhibit 'B' - Design Plan and Specifications �,�� NGINEER�p S�LUTIf.�NS 2.2 PERFORMANCE A. REMOVAL EFFICIENCIES I. The SWTD shali be capabie of achieving an 80 percent average annual reducfion for a par•ticle distribution having a mean pariicle size (dso) of 125 microns The SWTD shall 6e capable of captiiring and cetaining 100 pe�•cenf of polluta��ts greater than or equaf to 3/16 of an inch regardless of the pollutant's speci�ic gravity {i.e.: floatable and neutrally buoyant materials) for fJows up to the device's rated-treatment capacity. The SWTD shall be designed to retain atl previous[y captared po[lutants addressed by this subsection under all flo�v conditions. The SWTD shall be capable of captui•ing and �•etaining total petroleum hydrocar�bons. The S�1VTD shail be capab(e of achieving a t•emova! efficiency of 92 and 7$ percent when the device is operating at 25 and 50 pe��cent of its rated-treatment capacity. These removal efficiencies shalI be based on independent third-pariy i�esearch For influent oil con�entt•a#ions representative of stocm watec runoff (2Q � 5 mg/L). The SWTD sha(1 be g�•eater than 99 percent effective in controfli�ig dty-weather accidantaf oil spi(Is. B. NYDRAULIG CAPACITY i. The SWTD sha[I provide a raled-treatment capacity in accoxdance with Table i, At this i�ated-treatment capaoity, the device shall be capable of achieving an $0 percent remova! effciency for a pa��ticle distt�ibution having a m�an particle size (dso) of 12S miet•ons. This removal ef�eieney shall be suppo;ied by indapendent thi►•d-party z�esearch. 2. The SWTD sllatl mainCain the pealc conveyance capaciiy of the drainage networlc as defined by the Engineer. C, STORAGE CAPACITY 1. The S�/TD shall be dasigned with a sump chambar for the storage of captured sediments and other negativeIy buoyant pollutants in between maintenance cycles, The minimum storage capacity provided by the sump chamber shall be in accordance with the volume listed in Table I. The boundaries of the sump chamber shall be Iimited to that which do not degrade the SWTD's treatmant efficiency as captuced poilutants accumulata. The sump chambe�� shali be separate from the treatinent processing portion(s) of the SWTD to minimize the pi•obabiiity of �ne pai�ticle re- suspension, In ocder to not restcict the Owner's ability to maintain the SWTI7, the minilnum dimension p�•oviding access from the ground sui•face to the sump chamber shali be 20 inahes in diameter. 2. The SWTD shall 6e designed ia captuee and retain Totat Pett'oleum Hydrocacbons genei�ated by wet-weather flow and dry-weathex• grass spills. U� i, �: ;� � # ` s +r ` �. ` > ;i #. ^ a ` # ; �\#/� . �,� �,� �N�fN�ea�o sotu�rro►vs Tlte miniinum starage capacity provided by the SWTD shalt be in accordance with �he voEume listeci in Table I, 2.3 MANUFACTURER The manufacturer of ihe SWTD shall be ane thai is regu(ar[y sngaged in the engineeting design and produetion of systems deployed for the tceatment of storm water runoff fot� at Icast �ve (S) years and which have a history of stxccessful production, acoeptable to the Engineer. PART 3 — BXECUTION 3.1 HANDLING AND ST4RAGE 1, The contractor shall exercise care it� the storage and handling of the SWTD eomponents priar to and dux�ing instaIlation, Any repair or replacement cosfs associated with evetits occui�ring after delivet•y is accepted and ut�Ioading has commenced shall be bora by the ca��tractor. 3.2 INSTALLATION I. The SVVTI3 s6a�1 be i��stalled in accordance with the manufaatueer's x�ecomm:endations anci relafed seotions of tha contract dacuments. The manufacturer shall pravide the contt•actor ins#atlatiot� instructions and offer on- site guidance during the important stages of the installaiion as ideniifiec! by the rr�anufacturer at no additional expense. A miniinum of 72 hours notice shall be provided to the manufacturer px�ior to theiz� pei-farmance oi the services inctuded under this subseetian� 2. The contractor shall fiil all voids associated with lifting provisiot�s p�•ovided by the manufacturer. These voids shall he �Iled with non-shrinlcing grout providing a finished su�•face consistent with adjacent surfaces. The eontractor shall irim a11 protruding lifting pravisions flush with the adjacent conc��ete surface in a manner, which leaves no sharp points or edges. 3, Tha contcactar shall removal aIl loose inateciai and pooling water from ihe SWTD pt•ior to the trans�er of opet•afional responsibility to the Owner. V'U� Exhibit 'B' - Design Plan and Specifications �,��,� = �� V �NGIfV��RC� SC�LIJTI(�NS TABLE 1 Storm Water Treatment Device Hyd��aulic and Storage Capacities Tx•eatment Minimum Sump Minimu��i Oil Capacity Storage Cap�city Storage Capacity CDS Model cfs / L/s d3 /►n' al / L CDS2015-4-C 0.7 (19.8 0,9 0.7 61 232 CDS2015-5-C 0.7 19.8 1.5 ].1 83 313 CDS2020-C I,1 (31,2 ],5 (1.1) 99 (376 CDS2025-C 1.6 453 1,S 1.1 1 l 6 439 CDS3020-C 2.0 56.6 2.1 1.6 ] 84 696 CDS3025-C 2,4 (68.0 2,l (1.6 210 795) CDS3030-C 3.0 85,0 2.1 (1,6) 236 895) CDS3Q35-C 3.8 (106,2) 2,1 1,6 263 994) CDS4030-C 4.5 127.4 5.6 43 426 (1612 CDS4040-C 6.0 169,9 5.6 4.3 520 1970 CDS4045-C 7.5 212.4 5,6 (4.3) 568 2] 49 CDS5640-C __ __ 9,0 (254.9) _ _ _8.7 (6.7) __ 758 (2869)_ � I �� ;_i � � I��.�� "n �) � }: 1� . � 1 � �.�� - � CDS5668-C� 19 0(538.1 � 8,7 (6.7) _ � 1 172 (4435) _ I i�' � ,. ' _ �i,;�.)?�� %�� i � �;n��; r,i CDS2015-5-F 0.7 ] 9.8 l.5 1.1 ] 09 413 CDS2020-5-� 1.1 3l .2 1.5 1,1 l42 538 CDS2025-5-F 1.6 45.3 1.5 l.l 153 579 CDS3020-6-F 2.0 56.6 2,1 1,6 202 765 CDS3030-6-F 3,0 (85,0 2.l 1.6 288 1089 CDS3035-6-F 3.8 (106.2 2.1 (1,6 327 (1236 CDS4030-7-F �1.5 127.4 4,3 3.3 402 l S22 CDS4040-7-F 6.0 169.9 4,3 3,3 500 1892 CD54045-7-F 7.5 212.4 4.3 3.3 543 2056 CDS5640-8-F 9.0 (254.9 5.6 4.3 554 2098) CDS5653-8-F 14.0 396.5 5,6 4.3 720 2727 CDS5668-8-F 19.0 538,1 5.6 4.3 859 (3252 CDSS678-8-F 25,0 708) 5.6 4,3 1081 4091 CDS3030-V 3.0 85.0 1.5 l.] N/A CDS5042-V 9.0 254.9) ].6 1.2 N/A CDS5050-V 11,0 311.5 1.6 1.2 N/A CDS7070-V 26.0 736.3 3.3 2.5 N/A CDS10060-V 30,0 849,6 7.1 (5.4 N/A CDS10080-V 50.0 1416.0 7.l 5.4 N/A CDS 100100-V 64,0 1812.5 7.1 5.4) N/A * Note that all "-C" systems cai� be fitted with a gi•ated inlet if necessary � Note that system internals for the "-C" and "-F" n�odels can be put in larger manholes to accommodate site demands which may change standard capacities listed above �ND OF SECTION E � � � B @ � � 1 1 � � Nouaar�saak«svaa 3cra ZO'99+6 b'.LS ....a, aa�s�� 6 tl3Nl� N!2lO1S �N011.b'N�iS3Q 3115 � �t� ^ Xl `WiifOM 1�IOd „„��.�, �'" .,,� �_ � ":.' wm"'iB4oiiro� � i� a u.. 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I D O d� � 0 J-- m � � T� Z7.� O"'I I�'i C__ -_ 1---_--- - u � ,�a nu �_--_-----__"-_�--- i. � � 1 W U � O�o ]� � 2.es ' - C� C) r- m f r r� r r I 5. 9i somrizw aav.� r-----_ ., I m m � c"'�N `° �OOO� 00�� i i I I� n� - Z Z T��1 Q�7 � W 07 n pl m W r � � '_ I I� I Sg��o � i �s . i f O O �� o Z r r r.� r r r� ' � � a. k, � s •• I �^;:'� "o -n-o ��OO�O�O� I � I a� III �4� �� =��I3F �F ''a I :� �0 � � 3 r C� �_ � o E$° ~s9 ; � D� � �� , ----' sy � � i� - � ao�-Po�ois $Et a � � _� N�T �°1 � rn cn w r.�4 i i � a�� a °e"�= fs: �;� i y� i �� ' � q °1 � � A ?�o I � � � � 8_6 � �� s �� m�€�aRp- i a� g€� (lt W Z�� o�� I ��b I S� I II y$ �4 "�� 's E� I I �� Sm og> � ° m �' � s�� Rep�� i � r i � � �� `I Jg i � P �� ` � � �6t� i � �� i � i i � _ —�—� , .,s1- - — - �-�-- � J� � �__�----J ��0��1f�'��f��0��e'�'5��"�e��0 � �= ��e��e��e��e��e��ee��a��ae�� a � = � ��'��0��If��f��O��f��f�� 1��1111��1�1��11111��1��1�11�1�1��1��1�1�1��11�1111�1111��11�11 � : ISI�IIIIIIII�el�l�l��sl��l�l��111�11�11�111�lllllll��llllllllllll�l��l9��1�� I��I�A��6�� Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION , MAINTENANCE & INSPECTION 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 following the manufacturer recommendations for maintaining the system, or once every 6 months, whichever is of the shorter duration Disposal of litter, sediment, and debris shall be in accordance with federal, state and local regulations. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 3 months and documented in the manufacturer supplied or City's inspection form (Exhibit ) • The inspection form shall document the condition of the Facility's components, Inspections for each water quality device shall be performed using the form below, or equivalent from the manufacturer of the device. If performing inspections using manufacturer's inspection list, attach to Exhibit C. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City quarterly. STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev. 12/29/2014 �� < O �� N N C° D N � �m A� D l) � � � D Z -� m z D Z � m � m m � m z -� � 0 0o J o� v, � w t.� �-' � n �<�� r' � C a Q `� � � � �; � � � N rt � � (� � (� � � r-t� O � � O rni-, CD �� O p v m r� � �� v cD � Q� ��-�� Q � v O � N (D � -� J � CD � < 0 0 � • �,' � -� � ° z Sv �D -s A� N fD � �7 N � Z � � .. N O Q � O Z -< ( � � D � � N �' _ m � c� � �- � �- Z `Q o � � � o � �" � 0 � �o � � � � l� �o �D � � �' v� � � � �•p� �. � � � � � �, o � r�• � �. �, � � � o � o � � � � ° � �J d � � � � � � � d � O �' � � �D m � � �. � � � �n, � � m --1 a. � � � � � � o v� � Q �' o � �, � � b � o o a �' � � � � � � � � o � ?y �° �' � � C) � Q � J � � � O � � <D � •� � 3 v b� c�n � � � � � � �C 7� � � � ° � � � � � C� � \ � � � Q � � o 0 0 ?� o .-. o � o a �? v � ° � � � � � � � .� y � � , o �c o c� � z o y � � � p C� C� C� � C� � o 0 0 , o � 0 � � a � � � � � � 1 1 � �� 1 C='��NTEvn ENGINEERED SOLUTIONS CDS° Inspection and Maintenance Guide iiii�� C�� TECHNOIOGiES �� , � , r, .;r 4 „ � , :a Maintenance The CDS system should be inspected at regular intervals and maintained when necessary to ensure optimum performance. The rate at which the system collects pollutants will depend more heavily on site activities than the size of the unit. For example, unstable soils or heavy winter sanding will cause the grit chamber to fill more quickly but regular sweeping of paved surfaces will slow accumulation. Inspection Inspection is the key to effective maintenance and is easily performed. Pollutant transport and deposition may vary from year to year and regular inspections will help ensure that the system is cieaned out at the appropriate time. At a minimum, inspections should be performed twice per year (e.g. spring and fall) however more frequent inspections may be necessary in climates where winter sanding operations may lead to rapid accumulations, or in equipment washdown areas. Installations should also be inspected more frequently where excessive amounts of trash are expected. The visual inspection should ascertain that the system components are in working order and that there are no blockages or obstructions in the inlet and separation screen. The inspection should also quantify the accumulation of hydrocarbons, trash, and sediment in the system. Measuring pollutant accumulation can be done with a calibrated dipstick, tape measure or other measuring instrument. If absorbent material is used for enhanced removal of hydrocarbons, the level of discoloration of the sorbent material should also be identified during inspection. It is useful and often required as part ot an operating permit to keep a record of each inspection. A simple form for doing so is provided. Access to the CDS unit is typically achieved through two mannole access covers. One opening allows for inspection and cleanout of the separation chamber (cylinder and screen) and isolated sump. The other allows for inspection and cleanout of sediment captured and retained outside the screen. For deep units, a single manhole access point would allows both sump cleanout and access outside the screen. The CDS system should be cleaned when the level of sediment has reached 75% of capacity in the isolated sump or when an appreciable level of hydrocarbons and trash has accumulated. If absorbent material is used, it should be replaced when significant discoloration has occurred. Performance will not be impacted until 100°/o of the sump capacity is exceeded however it is recommended that the system be cleaned prior to that for easier removal of sediment. The level of sediment is easily determined by measuring from finished grade down to the top of the sediment pile. To avoid underestimating the level of sediment in the chamber, the measuring device must be lowered to the top of the sediment pile carefully. Particles at the top of the pile typically offer less resistance to the end of the rod than consolidated particles toward the bottom of the pile. Once this measurement is recorded, it should be compared to the as-built drawing for the unit to determine weather the height of the sediment pile off the bottom of the sump floor exceeds 75% of the total height of isolated sump. Cleaning Cleaning of a CDS systems should be done during dry weather conditions when no flow is entering the system. The use of a vacuum truck is generally the most effective and convenient method of removing pollutants from the system. Simply remove the manhole covers and insert the vacuum hose into the sump. The system should be completely drained down and the sump fully evacuated of sediment. The area outside the screen should also be cleaned out if pollutant build-up exists in this area. In installations where the risk of petroleum spilis is small, liquid contaminants may not accumulate as quickly as sediment. However, the system should be cleaned out immediately in the event of an oil or gasoline spill should be cleaned out immediately. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use absorbent pads since they are usually less expensive to dispose than the oil/water emulsion that may be created by vacuuming the oily layer. Trash and debris can be netted out to separate it from the other pollutants. The screen should be power washed to ensure it is free of trash and debris. Manhole covers should be securely seated following cleaning activities to prevent leakage of runoff into the system from above and also to ensure that proper safety precautions have been followed. Confined space entry procedures need to be followed if physical access is required. Disposal of all material removed from the CDS system should be done in accordance with local regulations. In many jurisdictions, disposal of the sediments may be handled in the same manner as the disposal of sediments removed from catch basins or deep sump manholes. CDS Model r ,'. Diameter Distance from Water Surface Sediment to Top of Sediment Pile Storage Capacity ft m ft m yd3 m3 R� '�-+� wli �r. .�ite�i G N � - �� . �..r � � � � � � - — ,. ___ „ � ..�-_. � � >.�i___ -�'- i—• �-- - . ,. � _- r , � y-A . , ` — - �- - . . .�.x..._..... _ # � - " . _.u� _ , _ r � _� � ��\ _ `�9 I , � � { _ .`� "' .. , . > E_.- _ �,� \c. . . �� ; � �_ �—l�.,-.uw,�,��:." z—�'�:�,^+�_ � � _ � ... � ...,. , _.. �. ___ _ —._ . g -�_•-•��....,ro„ ' .. __,----�.,�„_�—•- ._ _ w_ � '--__ �---- ,� - ., ... ,_, _<,.. .�. .�.. "'"�...---...,.., ' ----'^'_ , �. ,., .. .' .-..e.,,.,,,_ :�.... ��- _..,...,,._, . .,,...._. .:' ,... .,. -..:.;' _. _ . .�..,.Y.. ,._..--�., ',�,-�:.a_. .,-:�:�,�,.,. Support • Drawings and specifications are available at www.contechstormwateccom. • Site-specific design support is available from our engineers. �02014 Contech Engineered Solutions LLC Contech Engineered Solutions LLC provides site solutions for the civil engineering industry. Contech's portfolio indudes bridges, drainage, sanitary sewer, stormwater, earth stabilization and wastewater treame�t products. For information, visit vavaw.ContechES.com or call 800338. t 122 NOTHING IN THIS CATALOG SNOULD BE CONSTRUED AS AN EXPRESSED WARRANTY OR AN IMPLIED WARRANTY OF MERCHANTABILIN OR FlTNESS FOR ANY PARTINLAR PURPOSE. SEE THE CpNTECH STANDARD GONDITION OF SALES (VIEWABLE AT WWW.CONTECHES.COM/ COS) FOR MORE INFORMATION. The product(s) described may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,759,415; 5,788,848; 5,985,157; 6,027,639; 6,350,374; 6,406,218; 6,647,720; 6,511,595; 6,649,048; 6,991,114; 6,998,038; 7,186,058; 7,296,692; 7,297,266; 7,517,450 related foreign patents or oiher patents pending. CDS Model: � ' �. ' :+r . ; s ''� Location: Water Floatable Describe Date depth to Layer Maintenance Maintenance Comments Personnel sediment' Thickness2 Performed The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. If the difference between these measurements is less than the values listed in table 1 the system should be cleaned out. Note: to avoid underestimating the volume of sediment in the chamber, the measuring device must be carefully lowered to the top of the sediment pile. For optimum performance, the system should be cieaned out when the fioating hydrocarbon layer accumulates to an appreciable thickness. In the event of an oil spill, the system should be cleaned immediately. EXHIBIT "E" [MAINTENANCE CONTRACT] The Landowner, or its successor in interest to title of the Property, will be responsible for the maintenance of said Facility in perpetuity. STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev. 12/29/2014 BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY TEXAS SECRETARY of STATE ROLANDO B. PABLOS Page 1 of 1 UCC � Business Organizations � Trademarks � Notary � Account � HelplFees � Briefcase � Loqout BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY Filing Number: 704928522 Entity Type: Domestic Limited Liability Company (LLC) Original Date of Filing: April 7, 1999 Entity Status: In existence Formation Date: N/A TaxID: 17528171758 FEIN: Duration: Non-Perpetual Expiration Period: Name: Address: REGISTERED AGENT Name Louis Gennarelii L.V.G. INVESTMENTS, L.L.C. 2909 COLE AVE STE 210 DALLAS, TX 75204 USA FILING HISTORY NAMES Address 2909 Cole Ave, Suite 210 Dallas, TX 75204-1383 USA Order �Return to Search� Instructions: � To place an order for additional information about a filing press the 'Order' button. ASSOCIATED ASSUMED NAMES ENTITIES Inactive Date https://direct. sos. state.�.us/corp_inquiry/corp_inquiry-entity. asp?: Sfiling_number=7049285... 3/7/2017 BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY Page 1 of 1 TEXAS SECRETARY of STATE ROLANDO B. PABLOS UCC � Business Organizations � Trademarks � Notarv � Account � He1p/Fees � Briefcase I Logout BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY Filing Number: 704928522 Entity Type: Domestic Limited Liability Company (LLC) Original Date of Filing: April 7, 1999 Entity Status: In existence Formation Date: N/A TaxID: 17528171758 FEIN: Duration: Non-Perpetual Expiration Period: Name: L.V.G. INVESTMENTS, L.L.C. Address: 2909 COLE AVE STE 210 DALLAS, TX 75204 USA REGISTERED AGENT FILING HISTORY Last Update Name November 21, 2016 LOUIS GENNARELLI November 21, 2016 LOUIS GENNARELLI Order Return to Search NAMES MANAGEMENT ASSUMED NAMES Title Address MANAGER 2909 COLE AVE STE 210 DALLAS, TX 75204 USA DIRECTOR 2909 COLE AVE STE 210 DALLAS, TX 75204 USA Instructions: � To place an order for additional information about a filing press the'Order' butfon. ASSOCIATED ENTITIES https://direct.sos.state.�.us/corp_inquiry/corp_inquiry-entity.asp?spage=mgmt&: Spagefrom... 3/7/2017 t , �.—�L� �IhP ��fP a� �Iex�s �ecretttr� af �tttte !;�r,il=l;;t1� '�t� J�'G�PaTL�TiJ'� � r �.V.�. 'v'/.ST�r,_':fS, �.�.c:. �1! 1��., ;i!.�'1��4. �774y>'.i5 Tty� `Ii��t��I:,'V=il� Ai `�i:K`��KY '�F �THT� J� Tt1� S�AT� Jr �'X�1�e ts�K=dY Cc�i TFT�.i TH�T i�i�_ HT� "�„-icL� hr�T1CL�� i�;,��tZN.TI��:� F�n TF-'= t�r;u`l_ ,y�1;'i^U „n1�'µ`!Y -i:1J: i��;v t�l;�1V�'� T`� (Ni'� )r�1C� H�1� Hrv= -i��V r — r j- �i u,? J l�� ., . ;� ''� 11 L �i . N 1. r U `� L I Y i L li � 1 F� � J-�✓^ � 5 L: 7,�i -'J 1 A� j J �. � i T-� v. Y �J � �� T 4 T 1 Q�V L/ fi Y 1i 1� I�j i.: (�G T�i� A.J7hltT�Y �e�•-�rCJ •,i T`1�- 1LrKrT4`C�i •ii ��.57 ��C1::'�i IS�I��C T:1T� (;� :TI=1C T� �`' ^�; �,.i�:IZ•:r:'_.,. n �JSUA,v�� „!�- T1T� I.�KTLF1r-�1T;. Jr �i•:�};till_ATI�N Ji!t� �+iJT 4;1Tr1�r�Iz� T�a� �Sc �r '� �J"�N'�vY r�.:'�� i'; r1�� T;;Tc �"' Yi l�{,T?.,"� ��F T�+t tiI�HTS JF !i '�� :J T fl ' t� L� .�! T t i Y '. )�V '� � 4�, i'� '� � C� C" N» �'( .� i) �`� � i K'{ ��, P i r' 1'� �t 'J 9 � N � �� iC �1 5 r� H:% � M�',, i� 1� L".fi9 Trtr 5`�`�JM.=�1 P..1Cj�_S� J� '�<.. ��L'��d�L ivi�,i"i� il.' J.K T!��- l,'-!?'�MJ;°a L9i'ti. L'�Iru :;�<. 7, L�i� ��F�t,Tl�_ N',<, l. 1��9i Elton Bomer, Secretary of State Articles of Organization of L.V.G. Investments, L.L.C. To be Registered with the State of Texas Pursuant to Article 3.02 of the Texas Limi�ed Liability Company Act ARTICLE ONE: The name of the limited liability company is to be: L.V.G. Investments , L.L.C. ARTICLE TW�: The limited liability company will dissolve thirty years after the date of registration. ARTICLE THREE: The nature of the business and the purpose of the Company shall be to engage in any lawful act or activity for which limited liability companies may be organized under the Texas Limited Liability Company Act as now in effect or hereafter amended. ARTICLE FOUR: The street address of the principal office is 4245 N. Central Expressway #210 Dallas, Texas 75205. The name of the resident agent is Louis Gennarelli. The address of resident agent is 4245 N. Central Expressway #210 Dallas, Texas 75205. ARTICLE FIVE: The information required to be maintained at the principal office includes: (a) a list of the names and business addresses oi each Member and manager; (b) records indicating the Members' voting rights; (c) a copy of the Articles and any amendments to the Articles; (d) a written copy of "any operating agreement that is in writing;" (e) federal, state, and local. income tax returns for last three years; (�) financial statements for last three years. ARTTCLE SIX: This Limited Liability Company will be managed by a manager. The initial manager is Louis Gennarelli, 4245 N. Central Expressway #210, Dallas Texas 75205. AR'I�ICLE 5EVEN: A member may assign or transfer his interest in the limited liability company. However, for the assignee or transferee to become a member unanimous consent must be obtained by the remaining Members. Organizer: Don Armstrong PO Box 699 Norman, OK 73070 Signed this Fifth day o� April in the year of 1999. 0�^ n�n Don Arm rong Date: o�-aags 1 Zsend:mm � � �""�, , � ,. .. � n} �. i � t�� c.• � ClF C4NFIDENTIALITY RIGHTS: �F YOU ARE A NATURAL YOU MAY �2EMOVE OR STRIKE ANY OR A��.�� OF�_ �'��' �,�� '� [NG INFOitMATION FROM THIS INSTRUMENT BEF��` �ITt� i� '`t R QRD IN THE PUBLI� RECURDS: YCIUR �C)CI��S��IT�2ITY ...,___ YO DRTVER'S LICENSE NUMBER. C+:�l�_:_7 7;��i�li'/ as of the date set fortl� in the Acknowledgment, but notwithstanding e �,ffective: April 9, 2007 Grantar: SZT �NIT��F LIMITED PARTNERSHIP, a partnersl1ip, ac#ing h eiu � its duiy autharized Maraaging Partner Grantor`s Mailing Add �ess• � 921 Narth Henderson Street Fort Worth, Texas 76107 � � In the County of Tarrant Grantee�; L.V,G.INVES Grante�'s Mailing Address: .C., a T �� 4 5 I� al as, � the� Consideratian: � TEN AND NO/100 D(JLLARS ($10,OOj and secured �a be paid to Granior herein by Graaltee Cash and a nota af even date executed by Grantee`� p� principal amaunt af ONE M1LL��N ONE HUNDRED O� ($1,1fl0,�00.OQj. The note is secured by a first and s er � retained in this De�d and by a first-iien Deed of Trust o JACK RATTIKIN, JR. ar JACK RATTIKIN, III or JEFFREY Prapert� (inciuding any iznprovements): THE SURFACE ESTATE C7NLY in aaid to: Texas limited liability campany Central Expressway, Suite 440 �s 75205 :v of Dallas valuable cansideratian �aid and order of Grantor in the 1D N�/100 DOLLARS �ien and superiar title with from Grantee to �;�._Trustee. A tract af land out of the N. H. CARROLL SURVEY, Abstract �o. 4, ' Gity of Fort Worth, Tarrant Caunty, Texas, containing 13.D348 a es s�quare feet)a mQre or less, and bemg more particularly described by te: bounds on EXHIBIT "A" attached hereto and made a part hereof. � �# os-oogsl WARRANTY DEED WITH VENDOR'S LIEN as: Off Road; 5306, 5320, 5328, 5336 White Settlement Road t� 761 i �L Page 2 This con�y is t et er with all and �ingular the rights and appurtenances pertaining to the Propert , i di � an ight, title and interest c�f Grantor in and to any utilities, adjacent streets, right af ay, e s strips, gores, and easements, together with any improvemenis and fu�tures situatc�d�� attac ed to the land, together with �'rrantor's title or right ta any transferahle or assi ab ic ns and��rmits, warranties, and guaranties. Cnantee acc�pts the e y i ' s p sent "as-is" condition. �� Reservaiions fram C�n Grar�tor exce�ts and reserve�� and otl�er minerals and mir�er t: waives all surface rights includ� exploration, praduction, storage or tr� or egress. Grantor agrees to refrain give the Lessor the right io use the si �r�id Gra�tor's successors and assigns all oil, gas an and und the land, not previously reserved, but s to an orti af the suxface of the Praperty for or 'on a''l, 7 or other ininerals, or far ingress ex tin any oil and gas leases which would ;e o�the,� ron v as a drill site. Excepi�ons to Conveyance and Wa�•ranty: This conveyance is made and accepted subject to � extent same are in ef%ct at this tirne, relating to the Grantee assunies aJl taxes for the year 2007 and time of Closing as agreed. Grantor, for the Consider�tion and subject to the forth on EXHIBIT "B", to the ;sc��bed praperty, taxes prorated at the Exceptions to Conveyanc� and Vi�arranty, grants, se�ls, and can��s � G together with all and singular the rights and appurtenances tl�ereto in �ny.�a� and to hold it to Grazitee and Grantee's heirs, successors, and assign ore�,+ (�`irantor and Grantor's heirs, executors and ad�ninistrators and suecessors �s and forever defend all and singular the Property tQ Grantee and �raniee's �ir: assigns against �very person whomsoever lawfuily claiming or to ciaim th ; thereaf, except as tfl the Reservatians from Cvnveyance and the Exceptions to Warranty. and the Property, ;, to have tor binds waxrant ;sar and GF# �6-00951 � When the WARRANTY DEED WITH VENDOR'S LIEN Page 3 and superior title to the Property are retained until the note described is �rms, at which time this deed wiil b�aome abso�ute, nouns and �ra�ouns include the plural. � �� TAMENITS FAIviILY LIMITED PARTNERSHIP, � THE STATE OF TEXAS § �OUNTY fJF TAl'�RANT § � Tl�i� insirument was acknowledged b�fore e an the April, 2007, by GABQR SZTAMENITS, Managing artn� FAMILY LIMITED PARTNERSHIP, a Texas limited �aoc�y s�dq: :r.;.-m�zn�,Hs:�-�e��f-t�s�s�; .��sa�.� , �� r,., - ' . . . � _ . . . �. ._ `j :. .f+`� ,,; .. - _ _ , :., 4 . v 't t' ..... - :.. i.i<;u � , � ' ' e "'''� � `�+ '' :; :` i� i � , •..7�c - . 'i � �. _ } � '�`=�� - , � ,; "�.,..;;.�._�;:.°,�` � �-� :=i.�;�.. . , � . � � � - . - �::,�i J3:. �: .! �.s, - - -�;�s�a.aa��.��^3asi �3Yi..::::-.5..�:0 �. ........ ..._.-.r-.a...... N�tary Public, State Printed Name: My Cammissian ex� � �'; aay af of SZ`�AIv�+ENITS GF# Ob-00951 DT Ta�vnsend:mm ERAi 'ViIAR.RAhiTY I7EET} WT'TH �tENDf�R'� I�i�N �� A�ce�ta�+�e by �ra�ttee: P'a�e 4 �t ac � regoing de�i and consents to its fornz and substance. Gra�xt�� c t�vv ges �t t� te of iha deed conforrri with �`n�ntee's intent and ttiat they will coz�t;ro� in t ev� af y et 'th the cantract �r�ntee si�ecf regardirlg ttte F'ro�erty dss�rib�d in tlz� d t �.'U'.G. iNVE�TM�N1'�, L.L.C,, �Texas limiteci Iia.bitity c�mgany ,. �' ��-* � PREPAREJ� ,C�T THE LAW f�FFI�E OF: �'�"�'Z�.Ii�i 8�c RAT'FII�.TN, �..L.�". Attorzteys at Law Welis Fargo T�wer ZD1 Mas�s �tre��, Suit� S�0 F�rC Wo�th, Texas 761Q2-3132 A'E"I'�I� I�E�t��IN�, RETURN '�'U: L.'Y,G. Inveatfri�r�ts, �.�.�, 42�5 N��th Gentral Ex�r�ssway, Sui#e 44� Dallas, Texas 75205 V. Q&en�iar�lli, IVCanager SURv Cloui and ail EXHIBIT i4A" � Page 1 of 2 �D in ty of Fort Worth. Tarrant C�unty,:Texas, and being a firact of land•in the N. H. CARR4LL ' str ct a. 2 and embracing thase cerfain fracts conveyed ta Jahri R. Cam�befl and Joe . b e rde in Vo(ume 4d50, Page 3t� (desc�ibed as being a 12.866 acre tract�, and �•�76 e 5 escribed as being i447 square feet)R af th� Tarrant Coun#y Deed Records, bein� or�-�v scri d os fpllows: . ' - BEG(NNING'�cit a " narthw��t co �r � deed rec�rde ' V of #hat certain tr t i� Page 3b5, of said e monumented corners) �fo�d in place far the northeast comer o# said 12.866 acre tract and the ��i firact af land in scsid �ar�oli S.urvey conveyed to Lir�da� D. Draper by 13. Page 284, of scrid �eed Records, and being in the occupiec! soufih line :ar��c�rr ! Survey canveyed to T. rcknor by deed recarded in Vofume 624�, althau�h this corner does not, technicali�, lie on �a line between TH�NCE Sc�uth Q degrees'`�, BL--ct�' �ites �5 seconds We�t with tt�e most norfherl�+ east I�ne vf said 12.866 acre firact and v,�ith the we ine sa' per tract, 90.60 feet to a%" iron rod faund for a sQutheast comer of said i 2.865 acre 1r o west earner of said Draper tract in the narth line of fihat° certain tract conveyed fo Rc�n id j�t e n b ed recarded ir� Voiume 9428, Page i 119, of said Deed Records. �= '` � THENCE North 89 degrees, 50 minut �, sec ds West with said norfh line of Sfurgean #ract for a south fine af said 1�,BGb acre tract and alon a ain link fen in , 1�4.0 feet to a 5/$" iron rod found in pface for the northwest comer of said Sturgeor� tract and 4'L" cor er in said 12.866 oere firact; iHENCE Sauth Q degrees, 39 minutes, SO sea east (ine of said 12.8b6 acre.traci, 1 ta 4 fee 137.90 feet to a�/8" iran rod found in place comer in said 1�,8b6 acre tract; west fine of said Sturgeon i�act and an generaliy alang a chain Iink fence I�ne. ;nr�er of said Sturgeon fract and an "L' TNENC� Sauth 89 degrees, 52 minutes, SS seconds Ea t t�f�te uth (ine o# said Sturgeon firact and �r north line af said 12.8b6 acre trac#, 93.Q7 feet to a Yz" i n rod lace for the norfhwest corner vf Lot 1, Myrtl� MaroQn Subdivisian, as shawn on plat fhereo re �rd d-�n olume 388-D, Page 137, of th� Tarrant County Plat �e�ords, and the most southeriy r�orthea.��atn�er �f s id 12.86b acre tract; TH�NCE South 1 degree, 13 minutes, Q5 seconds West along a'' ice'�ii an iC {ine of said 12.$6b acre fract and with fihe west lines of said Lot 1 a �o Svbdivision, cpntinuing with ihe west iine of that ce�tain tract �con d Company by deed recorded iri Volume 1 i 913, Page t 189, of sard d R th� most easter(y s�u#heast corner of said 12.86b acre tract and�� sq�are foat tract, continuing with the east line af said 7447 square #oat t ct � #ract pnd the west line of that certain tract can�eyed to Fred I�irschner 524b, Page 304, of said Deed Records, in all 449.75 feet� to the cammo � square faot tract and said Ki�sehner tract in tha nc�rfih line of White Settieme af-way at fhis point), from which poin# a'h" pipe ioun� in plac� bears North 6.Q feet: the mast east�rly east in said Myrf�e 1�laroon (t�unt Limited [.iability ,� 33�.9 feet passing fi c ner �f said 7447 �aid est line of Ya�nt � or d in Voiume c n�r af said� �447 d (7 o wide right� ;gr� , 13 min i�s Easfi �� TNENCE Norfn 89 degrees, 57 minutes West with the south line of said 7447 square ao�fi � nc�rth iine of White Settlemsn# Raad, at 62.7 fee# passir�g a"+" four�d in pface �n the str southwest com�r of said 7�47 squara f�ot tract and the most sc�utherly southeasi corne � acre fracf, continuing with the mast southerEy sovth line af said 12.86d acre tract, in a!1 1� railroad spike found in the White 5efi#lement Road pavement for pn angle point in said 1 �.86b acre tract; !1 EXHIBIT "A" Page 2 of 2 _� � � �. .. . : , . � : . .. � � : � .. . . THE�ICE N i e ees, 50 utes, 5� secands West, continui€�g with said most soufiherfy soutt� line of 12.866 acr ci ng th eriy line of an apparently occu�+ed righ#-of-way parcel, in ail b57.18 feei to a 3/8" i n ra '�ace for the mast soufherly s�uthwesf comer of saici 12.866 acre tract ' des�ribed crs b i Rn fo er center of the West Fark of the Trinity River, THE�ICE with the e r(ine of id ]2.$66 acre tract and easteriy lines of prop�rty standing in the name of TaRant Cou ater C trot d Improvemenfi Districi No. i(naw calisd Tarrant �egionaf irVater D�stri�ta, {partiai a s' f r nter of Wesi Fork of Trinity River} the following courses and distpnces: . North 30 ciegrees, 2� rri �es est, 9.35 feet ta a 3/8' iron rad found in piaee far an �angle point; � � North 48 degrees, 03 mi s�, 2 e nds est, 1 T1,94 feet ta a 3/8" iron rod faund in � plQce for the most wester( t�`v� orner of said 1�.866 acre firact. a# a point on a . curve uvhose center bears No 89� grees, �5 i tss, 11 second� West, 123� .95 fest; norfheriy wi#h said curve (departing from s d fQr�r r c fer of West Fork of Trinity River}, a distance 320.b0 feet to� a 314 ` iron ro oun� n p ce for the northwest corner of said � � 12.Sd6� acre tract, tF�e common eas cor �rs o wsa arrant Caunfy Water Canfrai and improvement C7istrict Na. 1 tracts descr ed � de� recorded in Volume 43i4, Page 1 d3, � and Volume 4219, Page _ 621, of said D� , the southwest camer a� said 7ickr�or tract; � THEiV�E Sauth 89 de rees, 59� minutes, 1 S s�conds E t w'��i tl � said occupied south 3ine of Ticknar tract, 232.51 feefi to 3"'r said ncarth I�ne of 12.866 acre firact; TI-i�t�GE Sauth 89 degrees, 45 minufes, 55 seconds East (ba line described as being "West"�, continuing with said narth li� P1A�E OF BEGINNING, and containing 13.0348 acres. (567,�9T land- _ (ine of said 12,866 acre traGt and u�td in place fvr �n angfe poinfi in d from Ticknor sfraight act; 74] 94 fee# to the . fihe described tract of GF# os-oa�s i E�IIBIT `B" PERMITTED E�CEPTIONS and subsequent years. =way granted to TEXAS ELECTRI� SER�iICE CQ1vIPANY by � Volume 3883, Page 431, Deed Records af Tarrant County, Texas, -� plat dated September 15, 2003, prepared by Gerald A. Cuxtis, �l and �vevor No. 1640. Easement fox��cuu IMPROVEMENT� Deed Records �f� 15, 2043, pr�pared Easement for right-of-vt�a�t� instrument recorded in Vol�n and as shown an survey plat Registered Professional Land ta TARRANT COUNTY WATER CONTROL AND dBER ONE, recorded in �olume 4319, Page 140, 'exas, and as slnown on survey plat dated Septe2nber ti�,�egistexed Professioi�al Land Surveyor Na. 1b40. TEXAS ELECTRTC SERVICE COMPANY by �ge 8� , eed Records of Tar�rant County, Texas, >t er 1, 2003, prepared by Gerald A, Curtis, Easement %r right-of-way grante to '� instrument recorded in Volume 801 , a � and as shown on survey plat dated Septer Registered Professianai Land �urveyor No. The existence of a sanitary sewer in the West shown by the files af the City of Fort Worth, shown on suzvey plat dated September 15, Registered Pr�£essioi�al Land Surveyor No. 1640. EtIC SERVICE CaMPANY by cords of Tarrant County, Texas, , prepared by Gerald A. Curtis, Terms, conditions, and stipulations af Oi1, Gas and M� 20�6, a Mer�iorandum of which is filed for reeord under i Deed Recards af Tarrant County, Texas, by and betwE LIlV1ITED PAI�TNERSHIP, as Less4r, and X.TO ENERGY �rtions of the propexty, as 9G and 2434-3�6, and as s�y Gerald A. 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C � m � Q � � � o� � � 0 � f�. i � � m a w N n � 'I] �' � O ^i � � � o � �'1 �p � � ��. O � � � a� �. o �i � � o � p. � .7 ry � � �� V y' N O A- � � R. N \ O n C,.� cn to � rn � rt M m 0 w � 0 � a � N �. O "J' � 1 rn N �. O � � � �' � � oa 0000��o � � �� z 0 �I❑ ❑❑❑ ❑ ❑❑ � � n 0 � m �i � v � A .�+. 'L7 O � "G � lD w 0 w UNANIMOUS VVRITTEN CONSENT OF MANAGERS/MEMBERS OF LVG INVESTMEh'TS, LLC A LIMITED LIABTLITY COMYANY The undersigned, Mana�ers/Members of LVG Investments, LLC ("Company"), in accordance with the Company Agreement, Iiereby adopt the folloti�ing written consent. WHEREAS, the Managers/Members signing this consent are the holders of all of the shares entitled to vote at the Company's meetings and on the following resolutions; and VVHEItEAS, the undersigned desire fo execute a written consent in lieu of formally holding a Managers'/Members' meeting and agree that the adoption of the following r•esolutions shal( be valid and have the same force and effect as though such resolutions had been adopted at a forinai Managers' meeting; therefore, be it: RL+'SOLVED, that Louis V Gennarelli is the sole Member and Manager of LVG Investments, LLC R�SOLVEll, that this written consent sliall have the saine force and effect as a formal M�nagers'/Members' meeting for all purposes. The undersigned direct thaY this written consent may be executed in multiple cotmterpa�•ts, all of which shall be considered originals and that this written consent, including multiple counterparts, be filed with the minutes of the proceedings ot the Compan}�. DAT�D to be effective on August 27 2015. _,;��,�. � �i, Mem e anager Signature � Lotti Gennarelli Nlember/Manager Pi•inted Nainc Member/Manager Signature MemberlManager Printed Name '��VAIVER OF NOTIC� AND CONS�NT The unclersigned, by signing this Unanimous ��ritten Consent of M�zagers, hereby waives notice of the time and piace of the meeting, consents to the meeting and approves the nten s o�f this u�ritten consent. , ,�= ��. /3 � embe / anager Signature Member/Manager Signature , Lotiis V Gennarelli j Member/Manager Printed Name Member/Manager Printed Name Au�ust 27 2015 Date Signed Date Signed