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HomeMy WebLinkAboutContract 52380 [ItUEIVED JON-4 2019 CITY OF FORT WORTH CITY SECRETARY CITY SECRETARY CONTRACT NO. 5�0 90 DOE STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of �un e, 5 , Q 11 , by and between _Jude Capital, LLC_, acting by and through _Troy Ratterree_, hereinafter referred to as 'Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately _0.975_ acre tract located in the — orded in Volume _544_, Page _879_, Deed 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 _Lonesome Quail Estates_ hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns,the location and dimensions of which is shown and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 11/17/2016 FT. WORTH,TX more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit"B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.11/17/2016 citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement,performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.1 1/1 712 01 6 EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.11/17/2016 Executed this 5t" Jay ofJUA 2019. Landowner City of Fort Worth Jude Capital LLC Name: Troy Ratterree Jesus J. Chapa Assistant City Manager Title: Member Approved as to Form and Legality s Assistant City ttorn y ATTEST C' Secret i �jQ{[SyrJ • T OFFICIAL RECORD CITY SECRETARY YY STORMWATER FACILITY MAINTENANCE AGREEMENT FT. ORJH,TA Rev.11/17/2016 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on 9VII by Jesus J. Chapa, Assistant City Manager of the City of Fort Wo , on behalf of the City of Fort Worth. MAih�•SA.0.Ct.1 ?, 2256490 �Iy Notary 19,2021 No Public, tate of Teyas -:. Ex ices December P STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority on this 23rd_ day of April, 2019, personally appeared �— known to me to be the pers6n whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of Jude LLC , and that he executed the same as its Member and as the act of such Jude Capital LLC and for the purposes and consideration expressed in the foregoing instrument. Notary Public, State of Texas BERENICE VILLACANA CRUZ Notary Public,State of Terms a� My Comm.Exp.12-18-2022 ID No.131&3129-5 ' OFFICIAL RECORD CITY SECRETARY FT WORTH,TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2016 Contract Compliance Manager By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Ashraf Ibrahim Management Analyst II OFFICIAL RECORD CITY SECRETARY FT. WORTH,TX EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.11/17/2016 EXHIBIT "A" LEGAL LAND DESCRIPTION PRIVATE DETENTION EASEMENT BEING a portion of that certain tract of land in the J. B. Boydston Survey, Abstract No. 230, Tarrant County, Texas, described in a Special Warranty Deed to JUDE CAPITAL, L.L.C. (hereinafter referred to as JUDE CAPITAL tract), as recorded in Instrument Number D216249615, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described, by metes and bounds, as follows: BEGINNING at a five-eighths inch iron rod found for the Northeasterly corner of said JUDE CAPITAL tract, same being the South line of that certain tract of land described as Lot 30-R, Triple-H Estates (hereinafter referred to as Lot 30-R), an addition to Tarrant County,Texas, according to the plat recorded in Volume 388-146, Page 233, Plat Records, Tarrant County, Texas, same also being the Northwesterly corner of that certain tract of land described in a General Warranty Deed with Vendor's Lien to Thomas E. Kimbrell and spouse, Sharon A. Kimbrell, as recorded in Instrument Number D204173818, O.P.R.T.C.T.; THENCE South 89 degrees 51 minutes 42 seconds West with the common line between said JUDE CAPITAL tract and said Lot 30-R, a distance of 61.37 feet to a five-eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the PLACE OF BEGINNING; THENCE crossing said JUDE CAPITAL tract for the following 5 courses: 1. South 00 degrees 08 minutes 20 seconds East, a distance of 272.93 feet to a five-eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 2. South 44 degrees 51 minutes 42 seconds West, a distance of 82.12 feet to a five-eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the beginning of a non-tangent curve to the left, whose long chord bears South 61 degrees 49 minutes 22 seconds West, a distance of 63.82 feet; 3. Southwesterly with said curve to the left having a radius of 68.00 feet, through a central angle of 55 degrees 58 minutes 24 seconds, for an arc distance of 66.43 feet to a five-eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 4. South 89 degrees 51 minutes 42 seconds West, a distance of 24.33 feet to a five-eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 5. North 00 degrees 12 minutes 48 seconds West, a distance of 361.00 feet to a five-eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner in the North line of said JUDE CAPITAL tract, same being the South line of said Lot 30-R; THENCE North 89 degrees 51 minutes 42 seconds East with the common line between said JUDE CAPITAL tract and said Lot 30-R, a distance of 139.20 feet to the PLACE OF BEGINNING. Project No.999_17.74 IDate:12/5/2018 1 Page 1 of 2 1 Drawn by:SA I Checked by:MD r` B ANN IS TER PRIVATE DETENTION EASEMENT EXHIBIT PORTION OF JUDE CAPITAL, L.L.C. OUT OF THE 1 E N G I N E E R I N G J. B. BOYDSTON SURVEY, ABSTRACT NO. 230 240 North Mitchell Road I Mansfield,TX 76063 1817.842.2094 1 817.842.2095 fax TARRANT COUNTY, TEXAS J TBPIs REGISTRATION NO.10193823 LOT 30-R EXHIBIT "�" VOLUME PLE-H ES PAGE 223 10' PIPELINE RNET G WAY AND EASEMENT T0: BARNETT GATHERING,L724 INSTRUMENT NUMBER D2074 JOAQUIN RENDON SURVEY, P.R.T.C.T. O.P.R.T.C.T. — — ABSTRACT NUMBER 1263 N890 51'42"E 139.20' Mn � _ J.B. BOYDSTON SURVEY, IRS S890 51'42"W� ABSTRACT NUMBER 230 61.37 _PLACE OF - - - - - - - - - - - - - - - O -- - ^ - - BEGINNING T PLACE OF O 20' PIPELINE IRS 'COMMENCING RIGHT-OF-WAY I O AND EASEMENT O FOUND OD IRON ROD O TO: BARNETT O GATHERING, L.P. O ' INSTRUMENT NUMBER O D207434504 ' THOMAS E. KIMBRELL SCALE: 1" = 50' I O.P.R.T.C.T. I AND SPOUSE, o' 25' 50' I I SHARON A. KIMBRELL 1 INSTRUMENT NUMBER Q1 D204173818 N N O.P.R.T.C.T. Lu FUTURE LOT 7, BLOCK 1 I to LONESOME QUAIL ESTATES PRIVATE DETENTION CD of EASEMENT tCD o CD JUDE CAPITOL, L.L.C. coI (SHADED) 'tn JUDE CAPITOL, L.L.C. INSTRUMENT NUMBER I 1.046 ACRES OR I INSTRUMENT NUMBER D216249615 bo vI 45,551 SQUARE FEET D216249615 O.P.R.T.C.T. NJ FUTURE LOT 8X, BLOCK 1 I O.P.R.T.C.T. GENERAL NOTES: z I LONESOME QUAIL ESTATES i FUTURE LOT 9, BLOCK 1 1. All bearings shown herein are Texas Coordinate I LONESOME QUAIL ESTATES System, NAD83 (COBS), Texas North Central Zone I PORTION OF (4202). All distances shown herein are surface I JUDE CAPITOL, L.L.C. distances. INSTRUMENT NUMBER 2. All iron rods set(IRS)are 5/8-inch with a plastic I D216249615 O cap stamped "RPLS 4838". All found monuments I O.P.R.T.C.T. shown hereon are deemed to be controlling IRS monuments. 3. Screened information shown hereon is proposed and is for orientation purposes only. ® IRS .............................. ° / 0=5558'24" uiCH4Fi, nav DAVIS R=68.00' ............... IRS L=66.43' ::�0 4838 FP S890 51'42"W 24.33'�7 IRS C6=S61°49'22"W CL=63.82 LEGEND FUTURE COVEY CREEK DRIVE 0 DIMENSION POINT,NOTHING FOUND OR SET UNLESS NOTED OTHERWISE L D.R.T.C.T. DEED RECORDS,TARRANT COUNTY,TEXAS P.R.T.C.T. PLAT RECORDS,TARRANT COUNTY,TEXAS Pry No.99}77-74 I Date:12/5J2018 Page 2 of 2 Drawn by:SA Checked bY:MD2 Ir" BANN IS TER PRIVATE DETENTION EASEMENT EXHIBIT PORTION OF JUDE CAPITAL, L.L.C. OUT OF THE 1 ENGINEERING J. B. BOYDSTON SURVEY, ABSTRACT NO. 230 240 North Mitchell Road I Mansfield,TX 76063 817.842.2094 1 817.842.2095 fax TARRANT COUNTY, TEXAS _ TWLS REGISTRATION NO.10193823 DETENTION POND — PLAN 61.37' 2� A ALY IS POINT A/JUNCTION A 726.5 _ 72 .50 G T6726.50 � �723_ J , II E ENTION POND OUTFALL STUC RE (REFER TO SHEET C-4.8 FOR DE ILS) II M726.50 f N I I- N! I W N I I I I p I N '" I II I o I ° SEE DETENTION POND o I N DETAILS FOR PROFILES -.-725 co 72 , o I I 100 YEAR N o WSE 725.1 72 2 TB 26.50 RAIN E EASEMENT I DETE ION PO D I I I 2( .50 S440 1'42"W 82.12' I I �oIFP=727 24.33' ^� -6.p0 TB7 6.5 I ' FLJ.2,3. 1 7-3X 723 — _ / 7 3 \ N F 723.3 ^� 66�3 — — — 2-& — �;• �.IO O .7 _0 \ SCALE: 1' = 40' 0' 20' 40' LONESOME QUAIL SfORMWATER FACILITY AINTENANCE AGREEMENT Ir B A N N I S T E R 1 E N G I N E E R I N G EXHIBIT "B" - I J 2��,n� 05 �;T><7 3 817842.2094 1 817 842.2095 fax 726.50 24'x6' CONCRETE TOE 725.00 724.00 1726.00 726.50 4:1 TO 2:1 TRANSITION 2:1 TO 4.1 TRANSITION f V4 C NI a 12' THICK CONCRETE WEIR a FLOW FLOW o _�24'x6' I CONCRETE g 720.50 24'x6' �_ o TOE CONCRETE L ":��—Ip4 BARS ® 18' O.C.E.W 0 12" wl THICK v CONCRETE WEIR 4:1 TO 2.1 TRANSITION 2.1 TO 4.1 TRANSITION 726.50 K/ 24'x6' CONCRETE TOE 726.00 726.00 PLAN VIEW 1 "= C LONESOME QUAIL SfORMWATER FACILITY AINTENANCE AGREEMENT �1 B A N N I S T E R ��R�� ^/ E N G I N E E R I N G EXHIBIT V L 240 N.MITCHELL ROAD I Mansfield,7X 76063 1 817.842.2094 1 817.842.2095 fax �: REGISTRATION X F-10599(TEXAS) W � w Noo 1� Z — u z MM Z f I .00�z r i I I I Y z_ NO3 x0W I N0 I I � � w I w I "' I °' Q N Q I ui z ILLI I--1 w af Q H I `° M I "' a o N L) /1 1 I ui 00 ,00z O w � Wa m Oo X JN W 0 W � x Ao.g w Z <o � aF z = � w \ \ O XX r \ \ NZ \ O 00 NL\ ,oS'Z N O N n LLJ N Sri O Ki ,oS'Z N i N LLJ L, / / ry J Q W U z •0 f o W � � / / LU Ja �w F- ,o-z W m �Q = 0� m LU a m ,00 e z x _ N ,00 zrl 0 o X J N LU POND VOLUME CALCULATIONS VOLUME TOTAL ELEVATION AREA(sfl AREA(ac) (cu.ft.) VOLUME 720.5 0 0 0 0 721 774 0.0178 194 194 721.5 3,842 0.0882 1,154 1,348 722 7,293 0.1674 2,784 4,131 722.5 11,255 0.2584 4,637 8,768 723 14,779 0.3393 6,509 15,277 724 18,110 0.4157 16,445 31,721 725 20,542 0.4716 19,326 51,047 726 22,900 0.5257 21,721 72,768 OUTLET RATING CURVE ELEVATION DISCHARGE 720.5 0.00 721 2.76 721.5 7.80 722 14.33 722.5 22.06 723 30.83 723.5 43.75 724 60.17 724.5 79.12 725 100.20 725.5 123.18 726 147.89 PROPOSED DETENTION SUMMARY Storm Discharge Max. Discharge Peak Utlilized Event In Elevation Out Elevation Storage c c ac. . 100-YEAR 111.4 725.5 106.8 725.1 1.2 5-YEAR 46.5 725.5 42.1 1723.4 0.5 1-YEAR 24.0 725.5 17.9 1 722.2 0.1 STORMWATER LON ESOMIEIYQUAE IL ENCE AGREEMENT r B A N N IS T E R �� �� 1ENGINEERI NG EXHIBIT B 5 L� REGISTRATION pROAD I a��;TX 76063 1817.842.2094 1817.842.2095 fax Weir Report Hydretlow Express Extension for Autode"AutoCADO CiA 3D®by MWdesk.Inc. Monday,Feb 25 2019 Pond A Outlet Compound Weir Highlighted Crest = Broad Depth(ft) = 4.66 Bottom Length(ft) = 6.50 Q(cfs) = 107.00 Total Depth(ft) = 5.50 Area(sgft) = 21.54 Length,x(ft) = 3.00 Velocity(ft/s) = 4.97 Depth,a(ft) = 2.50 Top Width(ft) = 6.50 Calculations Weir Coeff.Cw = 2.60 Compute by: Known Q Known Q(cfs) = 107.00 Depth(ft) Pond A Outlet Depth(ft) 6.00 6.00 726.5 5.00 5.00 725.5 4.00 a.00 724.5 3.00 _.-- 3.00 723.5 1.00 _ 1.00 721.5 0.00 0.00 720.5 -1.00 -1.00 0 1 2 3 4 5 6 7 8 9 Weir W.S. Length(ft) LONESOME QUAIL STORMWATER FACILITY MAINTENANCE AGREEMENT IVEBANN IS T E R 1ENGINEERI NG EXHIBIT ��B�� — 6 L 240 NLST1RAl10N ROAD05919NC�)Tx 76063 1 817.842.20941 817.842.2095 fax Ir- X °O 3z �--♦ a I'TI �! �l �l �l p O Ui O Ui O D3 P-2rn + EG=726.91 m D p FG=727.04 zr I > EG=726.60 a c) X FG=722.96 m 3 ff m z J + EG=726.13 o FG=722.44 I EG=725.56 FG=721.94 + EG=725.10 o FG=721.44 S V EG=724.41 ell ll� I FG=720.94 + EG=723.51 Q o FG=720.45 I A I Iz m �$ m � = z ' s EG=722.19 " — FG=720.01 I m � EG=716.56 u, + z FG= g �' V1 �IF8 y EG=714.83cl = FG= W � ~ Z � w � w = Z � U) O U) O M Z f o rY1 w LO + in hill N —�� 0 =03 N W � n 11C M W3 96'-VZL=03 LU z Z8'IZL=03 0 O 82'9ZL=03 + N U L6'LZL=DA w , L�'SZL=03 z w 60'9ZL=03 o w LU ZZ'SZL=03 0 a w U z JZ �w 00 W� m �a = O" w W m W -j Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.05/14//2014 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system op2ration Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in and Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Rap STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.05/14112014 Condition of filtrations stem Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.05/141/2014 1. 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