Loading...
HomeMy WebLinkAboutContract 58472 Date Received: 11/17/2022 Permit No.: SWFMA-22-0078 Time Received: 8:43 a.m. City Secretary No.: 58472 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 18th day of November 20 22 , by and between Mercantile Partners, L.P., acting by and through Mercantile Corporation of Fort Worth, its duly authorized General Partner, acting by and through Brian Randolph, its duly authorized President 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 a tract of land situated in the Mary Johnson Survey, Abstract No. 858, City of Fort Worth, Tarrant County, Texas according to the General Warranty Deed recorded in Volume 11752, Page 190, 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 Mercantile Business Park, Parcel 40, 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 storm water 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 STORMWATER FACILITY MAINTENANCE AGREEMENT OFFICIAL RECORD Rev 03/01/2022 BN CITY SECRETARY FT.WORTH,TX Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 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 STORMWATER FA%-1.ITY MAINTENANCE AGREEMENT 2 Rev.0310112022 BN of inspection is to follow-up on reported deficiencies and.br to respond to 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. b. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev 03/01/2022 SN THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND 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 1N 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 casement 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 casement 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 I00-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 owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev 03/01/2022 BN Executed this 18th day of November 2022 CITY OF FORT WORTH LANDOWNER Mercantile Partners, L.P., a Texas Limited Partnership Z�Iallt L Dana Burghdoff(Nov 15,20 19:30 CST _By-. Mercantile Corporation of Fort Worth a Texas For- rporation Dana Burghdoff Assistant City Manager Its: Genera ncr City of Fort Worth Date: Nov 15, 2022 ` By: Brian Randolph Title: President Approved as to Form and Legality: Date: loll i im g Thomas Royce Hansen, Assistant City Attorney 11 City Attorney's Office Date: Nov 15, 2022 gdo4�anu ��, F�Rr od�p Contract Compliance Manager: ATTEST: a°�� °�-1c ono o=a By signing, I acknowledge that I am the ° °°��a person responsible for the monitoring 9a t`4 S, ��4 noo—oc p and administration of this contract, Jannette S.Goodall(N(3-v 17,202208:42 CST) Jannette S. Goodall including ensuring all performance and City Secretary reporting requirements. Date: Nov 17, 2022 Na> -f Eillyan behWfaf Matt Tilly on behalf�f(Nov 15,202218:28 CST) Janie Scarlett Morales Development Manager Date: Nov 15, 2022 OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH,TX Rev.03/01,2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on Nov._15, 2022 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Digitally signed by Bichson Bichson Nguyen Nguyen BICH SON THI NGUYEN Date:2022.11.1614:50:39 1�9 Notary Public -06'00' STATE OF TEXASNota Public State of Texas Notary I.D. 133389224 � My Comm.Exp.Oct. 13,2025 LANDOWNER STATE OF 'I § COUNTY OF TA tJ-r § BEFORE ME,the undersigned authority, a Notary Public in and for the State of on this day personally appeared 154,1AJ RAyJ W (name), r ive--� -_ L (title), 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 . +for the purposes and consideration therein expressed, as the 11n6 act and deed of A(L Z-- P- (entity), a Tomas (.iitn 4r—d PA-arlvfgil> --P (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ' _day of &)0►/�, 20 .only""" CHERI L. PHILLIPS Notary Public,Stele of taxes otary Nblic, State of -y j �� of�`6� Comm.Expires 10-24-2026 '.,,,,,,,a Notary ID 8208199 sTORMWATER FACUTY MAINTENANCE AGREEMENT Rev 0310112022 8N EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev 03/0112022 ON "EXHIBIT A" STORM WATER FACILITIES MAINTENANCE AGREEMENT Part of Lot 1, Block 10 Mercantile Center Addition Mary Johnson Survey, Abstract No.858 City of Fort Worth, Tarrant County. Texas DESCRIPTION of a 2.065 acre(89,967 square foot) tract of land situated in the Mary Johnson Survey, Abstract No. 858, City of Fort Worth,Tarrant County, Texas;said tract being part of Lot 1, Block 10, Mercantile Center Addition, an addition to the City of fort Worth, recorded in Instrument No. D222244652 of the Official Public Records of Tarrant County,Texas; said tract also being part of that tract of land described in a General Warranty Deed to Mercantile Partners recorded in Volume 11752, Page 190 of said Official Public Records; said 2.065 acre tract being more particularly described as follows: Bearing system for this survey is based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone 4202, based on observations made on October 13, 2021 with a combined scale factor of 1.00012. COMMENCING, at a 1/2-inch iron rod with "Pacheco Koch" cap found at the southwest corner of said Lot 1, in the east right-of-way line of North Freeway (a variable width right-of-way), the west line of said Mercantile Partners tract, and the northwest corner of that tract of land described in a Special Warranty Deed to Union Pacific Railroad Company recorded in Volume 16413, Page 189 of said Official Public Records,from which a 5/8-inch iron rod found for the northeast corner of said Union Pacific bears North 63 degrees, 12 minutes,47 seconds East, a distance of 1,814.86 feet; THENCE, North 09 degrees, 15 minutes, 47 seconds East, along the said east line of North Freeway and the said west line of Mercantile Partners tract, a distance of 177.15 feet to a point; THENCE, South 80 degrees, 44 minutes, 13 seconds East, departing the said east line of North Freeway and the said west line of Mercantile Partners tract, a distance of 40.00 feet to the POINT OF BEGINNING; THENCE, North 09 degrees, 15 minutes,47 seconds East,40.0-feet from and parallel to the said east line of North Freeway and said west line of Mercantile Partners tract, a distance of 160.92 feet to a point for corner; said point being the beginning of a tangent curve to the right; THENCE, along said curve to the right, having a central angle of 80 degrees, 44 minutes, 13 seconds, a radius of 30.00 feet,a chord bearing and distance of North 49 degrees,37 minutes,54 seconds East,38.86 feet, an arc distance of 42.27 feet to a point at the end of said curve; THENCE, North 90 degrees, 00 minutes, 00 seconds East, a distance of 39.55 feet to a point for corner; said point being the beginning of a tangent curve to the left; THENCE, along said curve to the left, to the left having a central angle of 23 degrees, 18 minutes, 00 seconds,a radius of 30.00 feet,a chord bearing and distance of North 78 degrees, 21 minutes,00 seconds East, 12.12 feet,an arc distance of 12.20 feet to a point at the end of said curve; THENCE, North 67 degrees, 10 minutes, 28 seconds East, a distance of 89.23 feet to a point for corner; said point being the beginning of a tangent curve to the right; THENCE, along said curve to the right, having a central angle of 30 degrees, 24 minutes, 19 seconds, a radius of 29.48 feet,a chord bearing and distance of North 82 degrees,22 minutes,37 seconds East, 15.46 feet, an arc distance of 15.65 feet to a point at the end of said curve; THENCE, South 82 degrees,06 minutes, 11 seconds East, a distance of 265.58 feet to a point for corner; said point being the beginning of a tangent curve to the right; THENCE, along said curve to the right, having a central angle of 118 degrees, 32 minutes, 48 seconds, a radius of 25.00 feet,a chord bearing and distance of South 22 degrees,49 minutes,22 seconds East,42.99 feet, an arc distance of 51.73 feet to a point at the end of said curve; PAGE 1 OF 5 "EXHIBIT A" STORM WATER FACILITIES MAINTENANCE AGREEMENT Part of Lot 1, Block 10 Mercantile Center Addition Mary Johnson Survey,Abstract No. 858 City of Fort Worth, Tarrant County, Texas THENCE, North 64 degrees, 17 minutes, 35 seconds East, a distance of 437.44 feet to a point for corner; THENCE, North 09 degrees, 15 minutes,47 seconds East,a distance of 1,161.40 feet to a point for corner; said point being in the south line of a 20' Drainage Easement recorded by said plat; THENCE, South 86 degrees, 49 minutes, 41 seconds East, along said south line of the 20' Drainage Easement, a distance of 6.03 feet to a point for corner; THENCE, South 09 degrees, 15 minutes, 47 seconds West, departing said south line of the 20' Drainage Easement, a distance of 1,165.16 feet to a point for corner; THENCE, South 64 degrees, 17 minutes 35 seconds West,a distance of 446.92 to a point for corner; THENCE, North 85 degrees,42 minutes,25 seconds West, a distance of 6.21 feet to a point for corner; THENCE, South 63 degrees, 12 minutes,47 seconds West, 30.0-feet from and parallel to the south line of said Lot 1 and said north line of said Union Pacific Railroad Company tract, a distance of 427.57 feet to a point for corner; said point being the beginning of a tangent curve to the right; THENCE, along said curve to the right, having a central angle of 50 degrees, 17 minutes, 53 seconds, a radius of 30.00 feet, a chord bearing and distance of South 88 degrees, 21 minutes, 44 seconds, West, 25.50 feet, an arc distance of 26.34 feet to a point at the end of said curve; THENCE, North 66 degrees, 29 minutes, 20 seconds West, a distance of 54.63 feet to a point for corner; said point being the beginning of a tangent curve to the right; THENCE, along said curve to the right, having a central angle of 75 degrees, 45 minutes, 07 seconds, a radius of 30.00 feet, a chord bearing and distance of North 28 degrees, 36 minutes, 46 seconds, West, 36.84 feet, an arc distance of 39.66 feet to the POINT OF BEGINNING; CONTAINING: 2.065 acres or 89,967 square feet of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. 10/14/2022 ��•.OF rF Robert W. Bryan Date ..::...............:... Registered Professional Land Surveyor No. 5508 ROBERT W. BRYAN Pacheco Koch Consulting Engineers, Inc. ...................... v�' Pacheco Koch, LLC y;0 o??.13 4060 Bryant Irvin Road, Fort Worth, TX 76109 ����S u Will (817)412-7155 TX Reg. Surveying Firm LS 10008001 (FT WTH, INC) 2406-21 593EX1 SWFMA Legal doc 2406-21 593EX1SWFMA.dwg AMB PAGE 2OF5 PART OF LOT 1, BLOCK 10 I j MERCANTILE PARTNERS MERCANTILE CENTER ADDITION p (VOL. 11752, PG. 190) (INST. NO. D222244652) - cx N 64*17'35" E Of C3 S 82. 437.44' I _Q L2 Q6'11" E 265.58' �l40.0• 0 STORM WATER FACILITY '0. L5 MAINTENANCE AGREEMENT / I W 2.065 ACRES I r (89,967 SF) 1 ��. / / W P.O.B. 40.0, /S 64-17'35" W . r � s6 � 446.92 w S 80403" E �'�J 5 6 k,�•/ 40.00' �l O "V = o.! 6 / I U l� 46 a a lw CS G0` I � 9l �b '$I ROD w/?P CHECO1/ -INCH IRaKOCH' 1 i / R° 101�6 W CAP FOUND N P.0.C. 0 IAPRF.P R 0 50 100 200 s LOP��P GRAPHIC SCALE IN FEET LEGEND j' P.O.C. - P01NT OF COMMEN:'IN-.. g NOTES: P.O.B. - POINT OF BEGINN W j - - PROPERTY LINE N 1. A metes and bounds description of even survey date EASEMENT LINE POINT FOR CORNER herewith accompanies this plat of survey, 0 (UNLESS OTHERWISE NOTE_-'- - 2. Bearing system for this survey is based on the Texas (C.M.) CONTROLLING MONUMENT Coordinate System of 1983 (2011 adjustment), North STORM WATER Central Zone 4202, based on observations made on a October 13, 2021 with a combined scale factor of FACILITIES N TX REG. ENGINEERING FIRM F-469 MAINTENANCE N TX REG. SURVEYING FIRM LS-10008001 AGREEMENT Pacheco Koch 4060 BRYANT IRVIN ROAD PART OF FORT WORTH,TX 76109 LOT 1, BLOCK 10 0 a Westwood 817.412.7155 MERCANTILE CENTER ADDITION company DRaxar BY CHECKED BY scats DATE -'Do NUMBER MARY JOHNSON SURVEY, ABSTRACT NO. 858, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AMB RWB 1"=100 OCT. 2022 1 2406-21.593 PAGE 3 OF 5 a ~ 20' Q-RA1NAGE EASEMENT S YL VA NIA - (IN; NO D222244652) — T 'ST NO EASEMENT CROSS DRIVE L4 (iNST NO D222244652) STORM WATER FACILITY I Q N z MAINTENANCE AGREEMENT o 2.065 ACRES } .� (89.967 SF) zo I Z o o x~ CID ;�Z ]C 0: N LOT 1, BLOCK 10 -: I p N MERC w mw ANTILE CENTER ADDITION ~ w LU 0 r- a (INST. NO. D222244652) }°' U PART OF L�1 I a " N w o MERCANTILE PARTNERS a a O Z z VOL. 11752, PG. 190) ^ ^ I I a=a < in J C �4u ) 2 0 5/0-INCH IRON ROD FOUND ch 1 N ,15 °c�`6 92/ I J vI 6 ��5 `$�k. MPP 0. 1.0 z N, a/6 G ell c=� PG\F\1� �' P OF,�P tl OQ�F� PRF P 6 QG. LEGEND j� 1 \'\pS P.O.C. - POINT OF COMMENC:iN- \ (QP �O�• P_O.B._ POINT OF PROPERTY B ; LINE MINI a Nores. EASEMENT LINE N I O POINT FOR CORNER 1. A metes and bounds description of even survey date (UNLESS OTHERWISE N::--Er.:) i herewith accompanies this plot of survey. (C.M.) - CONTROLLING MONUMENT 2. Bearing system for this survey is based on the Texas STORM WATER Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations mode on FACILITIES a October 13, 2021 with a combined scale factor of Ln 1.00012. TX REG. ENGINEERING FIRM F-469 MAINTENANCE N N TX REG. SURVEYING FIRM LS-1000800104 AGREEMENT cli a 4060 BRYANT IRVIN ROAD PART OF Pacheco Koch FORT WORTH,TX 76109 LOT 1, BLOCK 10 �2 Aa Westwood company 817.412.7155 MERCANTILE CENTER ADDITION DRAWN BY CHECKED BY SCALE DATE JOB NUMBER MARY JOHN50N SURVEY, ABSTRACT N0. 858, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AMB RwB 1"=100' OCT. 2022 2406-21.593 PAGE 4 OF 5 a EKNO oOT WQa* EAS IBM ENTL/NE TABLE LIME BEARING LENGTH Lt N 09'15'47" E 160.92' L2 N 90'00'00" E 39.55' L3 N 67'10'28" E 89.23' L4 S 86'49'41" E 6.03' L5 N 85'42'25" W 6.21' L6 N 66'29'20" W 54.63' EASHAADVT CURVE TABLE CURPE rA RADIUS LENGTH TANGENT CHORD BEAR/NG CHORD C1 80*44'13" 30.00' 42.27' 25.50' N 49'37'54" E 38.86' C2 23'18'00" 30.00' 12.20' 6.19, N 78'21'00" E 12.12' 0 C3 30'24'19" 29.48' 15.65' 8.01' N 82'22'37" E 15.46' d C4 118*32'48" 25.00' 51.73' 42.07' S 22'49'22" E 42.99' WX C5 50*17'53" 30.00, 26.34' 14.08' S 88'21'44" W 25.50' M1 C6 75'45'07" 30.00' 39.66' 23.33' N 28'36'46" W 36.84' N I N m O QN M U W> K NOTES. 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. N I �� OF pF 2. Bearing system for this survey is based on N The undersigned, Registered Professionol Land p;•,.S .TF''•.. the Texas Coordinate System of 1983 2011 a Surveyor, hereby certifies that this plat of c.�:�`�r� ,9Fp'gp adjustment), North Central Zone 4202, survey accurately sets out the metes and i¢j bounds of the easement tract described. " based on observations made on October 13, """""'.""" ROBERT W. BRYAN 2021 with a combined scale factor of .4. 5508 1.00012. l f 10?.-k0 STORM WATER 10/14/2022 '° su4��� d Robert W. Bryan — Date FACILITIES Registered Professional TX REG. ENGINEERING FIRM F-469 MAINTENANCE Land Surveyor No. 5508 TX REG. SURVEYING FIRM LS-10008001 AGREEMENT Pacheco Koch 4060 BRYANT IRVIN ROAD PART OF 0 80R OH,Tx 76109 LOT 1. BLOCK 10 MERCANTILE ENTER ADDITION a Westwood company MARY JOHNSON SURVEY, ABSTRACT NO. 858. a DRAWN BY I CNECKED BY SCALE DATE JOB NUMBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AMB RWB 1"=100' OCT. 2022 2406-21.593 PAGE 5 OF 5 a EXHIBIT B - ( 1 OF 15 ) GRADING PLAN \\ t 0, PROP. 36" S.D. ' Ir r r PROP. 36" S.D. 80 LF OF 10' WIDE \ f CONCRETE c� `•, SPILLWAY I 0`� `. f 16'X16' 1� CONCRETE 4 r §Y APRON DRAINAGE D EASEMENT LIMITS (o PROP. PILOT CHANNEL 16'X 16' CONCRETE APRON ^� I DRAINA'':k EASEMENT LIMITS �o �ryj c� EL 6'2.45 �C) PROP. MAINTENANCE \�\ ACCESS RAMP —PROP, 36" S.D. X 2 PROP. ROCK `` }\ RIP RAP NOTE. NO SAVED OR PROPOSED TREES WILL BE WITHIN THE SWFMA MAINTAINED AREA 0 40 8 160 GRAPHIC SCALE IN FEET C o TX REG. ENGINEEREN , FIRM F 469 * TX REG SURVEYING FIRM LS-1000800' 0 Pacheco Koch 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PAR._C_ 4+J FORT WORTH,TX 76109 ENCROACHMENT AGREEMEN a Westwood company 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS A BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 TARRANT COUNTY, TEXAS SQC VW 1" 8C.' 1�pf14f2021 4r;19 :1.42 ' EXHIBIT B - ( 2 OF 15 ) CROSS SECTIONS 630 630 I - i- EXISTING GROU D - - -- — - 625 -- - -- - - - _- -_ - PROP_OS D GROUND--,,.,- --- - 625 -- 620 }-- -- — —— — - -- 620 —� ;— --OU• LE-T-CONTROL— TRUCTURE--- �'--- - 615 — --- -- ---- — — 615 610 610 — _ PROP. 36 -STORM — 605 PROP. 36" TORM- — DRAIN-® 0.27% 605 DRAIN 0 0- 8� 600 i I —� 600 w 0+00 1+00 2+00 3+00 4+00 5+005+38 a PROFILE: SECTION A-A 630 630 H L._ 625 EXISTING _ROUND 625 620 _ 620 100 YR--�' -- WSEL=616-.7_- 615 - 615 3 I -- 610 ? - 610 — r PROPOSED GR DUND --605 ——I-- '- 605 0+00 1 +00 2+00 2+80 PROFILE: SECTION B-B 4 8 1 S 10 GRAPHIC SCALE N FEE T VERTICAL SCALE IN FEET o TX REG. ENGINEER NG FIRM F 469 TX REG. SURVEYING FIRM L' 10008001 Pacheco Koch 4060 BRYANT IRVIN ROAD I FORT WORTH,TX 76109 MERCANTILE BUSINESS PARK PARt t l 40 (I 617.412.T155 ENCROACHMENT AGREEMENT a Westwood company LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY. ABSTRACT NO. 858 TARRANT COUNTY, TEXAS SDC TVW 1" 80' 10/14,:2022 1 4-7A9 21.4. :` EXHIBIT B — ( 3 OF 15 ) EMERGENCY SPILLWAY MAX POND OVERFLOW=622.5 TOP OF POND-623.0 rA Ln O741 0 76.0' � e • • G � a � a < • G a BOTTOM OF SPILLWAY=622.0 SECTION C-C u 3 m_ x w 630 630 EMERGENCY SPILLWAY CALCULATION_ EXISTING TOP OF SPILLWAY GROUND STA:O+ 7.17 Q=CLH'•5 625 ELEV:6'2.00 625 MAT�ND 0-70.6 CFS TOP OF CURB OVER LOW=622.5 C=2 63 620 STA_0+0684 PROPOSED 620 H=0.5' aE-V-6-3-7-9 GROUND L=70.6/(2.63*0.5'Sj PROPOSED L=76 LF co 615 AREA DRAIN > 615 STA 0+24.�3 36" STORM DR IN 610 FL-615. o } 610 \-STA:0+86 43 605 ELEV:611.77 605 -1+00 0+00 1+00 2+00 PROFILE: SECTION D-D 3 EMERGENCY SPILLWAY ,I CROSS SECTIONS NOT TO SCALE TX REG. ENGINEERING FIRM F 469 TX REG. SURVEYING FIRM LS-100080011 Pacheco Koch l 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX 76109 ENCROACHMENT AGREEMENT a Westwood company 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 TARRANT COUNTY, TD(AS ;Q?:: T.�+h N T 10;' 4/1207 401g-21 42 EXHIBIT B - ( 4 OF 15 ) OUTFALL DETAILS r 3-SIDED OUTLET STRUCTURE W/ 4 ORIFICES 71 O 2.0' I Q DRAWING NOT TO SCALE 617 5' N ° S o , 616.T(100-YR LASES: , o 616.5' k - C1 ' 2 0' o m r ' 6155' X _ 615.2' % l 614.9'(5=YR WSEL) 6ia 1' 4 1 6+a.0 11-M WSEQ C5 1 2.0' ' 1 612 5' F ' r 3 I 611.5' 0 �o SI C1 FRONT SIDE o.s' a.s' o.s' CI U POND OUTFALL STRUCTURE DETAIL 1 - NOT TO SCALE TX REG. ENGINEERING FIRM F-469 TX REG. SURVEYING FIRM LS-10005u(31 4060 BRYANT IRVIN ROAD Pacheco Koch MERCANTILE BUSINESS PARK PARCEL 40 FOR WORTH,TX 76109 ENCROACHMENT AGREEMENT a Westwood company 817.412,7155 LOCATED IN THE CITY OF FORT WORTH. TEXAS BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 TARRANT COUNTY, TEXAS SOC TVW N T`' 10:`14: :'f 4:19 Z:1.4.%' EXHIBIT B - ( 5 OF 15 ) POND SUMMARY PRIVATE DETENTION POND STORAGE SUMMARY TABLE ELEVATION (FT) AREA (AC) STORAGE (AC-FT) DISCHARGE (CFS) 611.50 0.00 0.00 0.0 612.00 0.21 0.05 2.1 613.00 0.62 0.47 8.9 614.00 0.69 1.12 12.4 615.00 0.76 1.85 17.4 616.00 0.84 2.65 25.9 616.70 0.89 3.20 32.1 617.00 0.92 3.53 - 618.00 1.04 4.49 - 619.00 1.08 5.54 - 620.00 1.15 6.53 - 621.00 1.26 7.94 - 622.00 1.34 9.02 - 623.00 1.44 10.64 - PROPOSED PRIVATE DETENTION POND 100-YR STORAGE=3.20 AC-FT TOTAL POND VOLUME-10.64 AC FT 100-YR WSEL=616.70 TOP OF POND=623.00 FREEBOARD=6.3' 0 n U C U U ' STORM PRIVATE DETENTION POND STORAGE SUMMARY TABLE FREQUENCY INFLOW (CFS) OUTFLOW (CFS) STORAGE (AC-FT) WSEL (FT) 1-YR 30.3 12.3 1.10 614.0 5-YR 1 42.0 16.3 1.80 614.9 100-YR 70.6 1 32.1 3.20 616.7 a N TX REG. ENGINEERING FIRM I 469 -' TX REG. SURVEYNG FIRM L5-100080C1 Pacheco Koch 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX 76109 ENCROACHMENT AGREEMENT a Westwood co m an 817.412,7155 P Y LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 i?:' .rr_L.'tif F TARRANT COUNTY, TEXAS SDC TVW N T 10/14f'207 4019-21.427 a EXHIBIT B - ( 6 OF 15 ) LANDSCAPE PLAN -�, NOTE: NO SAVED OR PROPOSED TREES WILL BE WITHIN THE 80 LF OF 10 SWFMA MAINTAINED AREA WIDE CONCRETE SPILLWAY . A21! � 16'X16' 1 \ CONCRETE �`\ APRON DRAINAGE \ EASEMENT LIMITS PROP, PILOT CHANNEL � 1 o ', DRAINAGE: EA 3FMENT I M I T _1- t. PROP. ROCK , RIP-RAP I_ E G E I\J d LAWN SOLID SOD BERMUDA GRASS 0 40 80 16f) GRAPHIC SCALE IN FEET 1X REG, ENGINEERING FRM F -469 TX REG. SURVEYING FIRM L�-10008001 Pacheco Koch l 4060 BRYANT IRVIN ROAD MER-.ANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX 76108 a Westwood co m an 817.412.7155 ENCROACHMENT AGREEMENT P Y LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO 858 TARRANT COUNTY, TEXAS SOC TVW 1 80' W-: 14:`r'?:-2 4 19 _1 42' EXHIBIT B - ( 7 OF 15 ) PAVING PLAN r . 80 LF OF 10' WIDE CONCRETE SPILLWAY ` \ 16'X16' DRAINAGE CONCRETE ` EASEMENT LIMITS APRON \ z PROP. PILOT CHANNEL DRAINAOI- - EASEMENT LIMI`S w \ T \ \ PROP. ROCK RIP-RAP I— f= G E= N a PROP. PILOT PROP. CONCRETE CHANNEL F SPILLWAY 0 40 80 160 GRAPHIC SCALE IN FEET IX REG. ENGINEERING FIRM F-469 TX REG. SURVEYING FIRM LS-10008001 Pacheco Koch 14060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX 76109 ENCROACHMENT AGREEMENT a Westwood company 817.412,7155 LOCATED IN THE CITY OF FORT WORTH. TEXAS BEING OUT OF THE NARY JOHNSON SURVEY. ABSTRACT NO. 858 •1 �' _ c-1't '. � TARRANT COUNTY. TEXAS SOC TVW 1"=80' 10/14/2022 4019 21.427 EXHIBIT B - ( 8 OF 15 ) PAVING DETAILS 2 5' 2.5' 3000 PSI CONCRETE OVERFLOW CHANNEL PROPOSED 4 GROUND #3 BARS AT 24" COMPACT C—C BOTH WAYS SUBGRADE NOTE: PROVIDE BITUMINOUS EXPANSION MATERIAL WHERE PILOT CHANNEL ABUTS PROPOSED STRUCTURE 0 x PILOT CHANNEL W - - NOT TO SCALE N0. 3 BARS ON 18" CLASS A, 3,000 PSI CTRS. BOTH WAYS CONCRETE AT 28 DAYS m z W 0 0 4 a a a N a " 8 4 3 0 N 0 CONCRETE a 2 SPILLWAY SECTION fl o NOT TO SCALE s a fl N ,7 fl TX REG. ENGINEERING FIRM F 469 TX REG. SURVEYING FIRM LS-10008001 Pacheco Koch 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX76109 ENCROACHMENT AGREEMENT a Westwood company 1817.412.7155 P Y LOCATED IN THE CITY OF FORT WORTH, TTtxaS r BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 a :CAL G :. ;.7 TARRANT COUNTY, TEXAS ti SOC TVW N.T S 10/14/2022 4019 21.427 EXHIBIT B - ( 9 OF 15 ) STORM PROFILE (530 --- — '—.-- i 625 -- ----— ' --PROPOSED GROUND620 -- -----',—--- o I WYE—INLET---F- — —_ —1 — - w 615 -- �— TE GRO-UN ' z 610 a 605 PRO { . 42" STORM, 600 DRAIN a 0.38% ~ , 1 m , I -I 595 - r C T — 590 —1 1 s —1 +00 0+00 1+00 2+00 3+00 44 0 M n c L) 40 80 168 p 5 10 20 0 GRAPHIC SCALE IN FEET VERTICAL SCALE IN FEET �a r� TX REG- ENGINEERING FIRM F-469 r " TX REG. SURVEYING FIRM LS-10008001 Pacheco Koch l 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX 76109 ENCROACHMENT AGREEMENT a Westwoodcompany 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS d: }: BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 s SDC TVW N T', 10/14 f2022 4019 21 a TARRANT COUNrr, TEXAS EXHIBIT B — ( 10 OF 15 ) STORM PROFILE 1 635 ' 635 630 630 0 625 + rn 625 PROPOSED GROUND Ls1 Lu z 620 - 620 z � } 615 a EXI -ING GROUN 615 Li 610 _ � 610 605 RRO 42 STORM 605 DRAIN @ 0.38% 600 600 T 595 595 590 590 00 5+00 6+00 7+00 8+00 9+ 4ir 160 0 S 10 }CD GRAPHIC. SCALE IN FEET VERTICAL SCALE IN FEET TX REG. ENGINEERING F RM F-469 TX REG. SURVEYING FIRM LS 10008001 Pacheco Koch l 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCE_ 40 FORT WORTH,TX 76109 ENCROACHMENT AGREEMENT a Westwood company 617.412.T155 LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 — — TARRANT COUNTY, TEXAS SDC TVW N T� 10f14f2022 4019-21°427 EXHIBIT B - ( 11 OF 15 ) STORM PROFILE 635 � �__ ----_ --'-- 635 630 — ! —, — ------t ' 630 o EXIST[N.G= ROUND=� — 625 —Z- 620 = r ■ 620 # 615 Q L ROPOSED—GRO ND 615 Ln La - - W 610 -- 610 M PROP. 42" STORM 605 DRAGN—a_0-3 i ■ 605 -- -- - IN m 600 - - i 600 y ■ W , - 595 } — -- ' 5917, o , a — V 590 ' 59' U 0 -00 10+00 11 +00 12+00 13+00 141 L, N Cl 4 a Sl fl i 9 0 40 80 160 0 5 10 20 GRAPHIC SCALE IN FEET VERTICAL SCALE IN FEET a u1 I cl TX REG. ENGINEERING FIRM F=469 TX REG. SURVEYING FIRM LS-10008001 0 4060 BRYANT IRVIN ROAD Pacheco Koch I FORT WORTH,TX76109 MERCANTILE BUSINESS PARK PARCEL 40 61T.412.T155 ENCROACHMENT AGREEMENT a Westwood company LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY. ABSTRACT NO. 858 SDC TVW N.T.S. 10 f 14 f 2022 4019-21-42 7 TARRANT COUNTY. TEXAS STORM PROFILE XHIBIT B { 12 OF 15) 635 7- 635 '---E-(ISTING--GROUND 630 630 + 625 625 t 00- YR-- 620 620 -vqlsEt=6-1677- PROPOSED—G ROWND 615 615 610 < 610 PROP--- 36" STORM.__ DRAIN @ 0,38% 605 605 OUTFALL STRUCTURE- 6 LL 600 00 LD 595 t 595 5 590 90 -00 15+00 16+00 17+00 18+00 rn ct 4 8D i6 0 = cl 2C GRAPHIC SCAT E IN FED 1 VERTICAL SCALE IN FEET c), TX REG. ENGINEERING FIRM F -459 TX REG. SURVEYING FIRM LS 10008001 T,0 Pacheco Koch l 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX 76109 ENCROACHMENT AGREEMENT A a Westwood co 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO 858 DR4 3: TARRANT COUNTY, TEXAS N T S 10:14 4019 21 427 �r••'�� Ara. _rfH '�Ww�►i=��t��.�/+1f-J. s' r/1/f� i. rrrSSS „gyp low ttt•r +i•r r.51 ly11�+ MI # Ili •t via r •ii� I' ��1 •.Onto,� •r. f us i,t V .n� ~ ri�gilI+f I : �i+is I all, �+ ;, #'ii • a�l , , 'vim, f + ; j I, j t W—F •r'71 r li����r► ' 'lr�mr�rrnrrrrr rrrrrrrrIt Pacheco Koch 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 817.r WORTH,TX 76109 ENCROACHMENT AGREEMENT A a Westwood 412.7155 LOCAIM IN W MY Of I=WORFK W= .. ' r All r IBM 81 8II_11.1101 • SI,+11 .f_ • t.lfll �L11 1 1 tl 1 ,IF allka ..at lq I I, . •I .III �Z `4yl llll� I=It.s�. ■I� • In 0It�s\ �I,. �• l: iii al ri III' Ali llrh ■I u■ � I� �iA • � ilt. moils �!11■ ■I_ `II■ ■INI 1 a I_ 0, .1Ila 11. �Ir ■I I I �1 �lap I CII �I I II b I 14 f1in" II_ ■OraION i nJim our 'h ■r� �Illi I 1 IN -M rtl� 1 ■I'li• f'I� 1 (I ."_ lnsom WE I - Sri tii��uum� � �....-1 • � t ,������� ,� _ . ram- = As- BOOM EXHIBITI B [ 14 OF 1S1 P � OP © SELD DRAINAGE AREA . . . MERCANTILE BUSINESS PARK PARCEL 40 WestwoodA a - Iffim 00 • . 0. EXHIBIT B - ( 15 OF 15) DRAINAGE CALCULATIONS PROPOSED DRAINAGE CRITERIA. o.ICX.XA) DRAINAGE AREA NAP CWRCNT'> SOl TYPES IUPEAN(AS P[PMW$ DR R NT UNACE ARCA MCA AREA C mn 5.ORL 1pR Ora CA 0 I«rA1) -BVRPIt4) (PAKRE ) A(RMA EA ( 3[R[OUENf• t+.n.>.:,f3 .fAl ..1 DO: (090) 297 1.65 105 077 090 10 92A 2A 7 ORANS 10 PROP CATCH BASIN PURKS CLAY AND SANDER(LAY 1A 356 1 SO 1 63 033 009 10 1W 9 2A 29 A DRAMS TO PROP CA IC' BA4 PIJRKS CLAY 1B 264 135 106 023 090 10 100 924 219 DRAWS CO PROP CATCH BASIH PURIES CLAY ANO SANDER CLAY 1C 3.60 1.65 1.39 0.76 062 10 1W 9 21 29.9 DRARIS TO PROP CATCH BASH PUPAS QAY AND SAHCER CLAY 2 0.42 000 037 0.05 0031 10 IW 921 32 DRAINS TO PROP CURB IKET $AA14ER CLAY 2. 0.40 .W OSI OOJ OT)6 10 IW 974 37 DRAIN$TO PROP CVRB RgEi SAu4ER CLAY 20 0.15 DOD0.15 O.W 090 10 IW 979 7.1 ORA915 TO PROP CVAB WL[i SAN4ER CAY 3 305 OW OW 305 O30 TO Too 924 65 DRAWS TO DE TENTIDN POND SAN4[R CLAY AND SANCCO-VRBAN LAND 3A 316 191 .0. 02. 091 10 1W 924 247 DRAWS TO PROP CATCH BASH SANDER QAY JB 205 115 090 ow 0% 10 1W 9:4 161 ORUNS TO PROP CATCH BASIN PUQKS QAY AND SANDER QAY SC J.57 207 150 ---2 Do—096 10 Too9 2- 31 6 DRUNS t0 PROP CATCH BASIN PORKS QAY b 165 DOD 092 093 060 10 IQQ 924 2 ORull$TO PROP CURD WAIT PVRK CLAY AY AND SANDER CLAY SE 050 OW 050 OW 090 10 1W 924 a2 DRAMS TO PROP CATCH BASIN PLIRKS CLAD lE 013 DOD 000 0.3 030 TO 100 924 04 MANS TO PROP Y.'YT RAET SANC.ER QAY AND SANCE URBAN LAND SO 173 'W OW 1 73 Ob 10 1W 92A tb DRAMS 70 PROP CURB HLET PVRKS QAT AID SANCCR CLAY p5 1 09R 009 Ob :A7 061 10 1 92. 53 DRAMS TO EUST CURB rb.EI ON SA—A CROSS DIRK PURKS Cur AND SAWA CLAr OS 2 OAA OW 026 ':'6 065 10 �tr:' 9._9 7DRAM 70[MST CURB MET ON SAVANiA CROSS ORiK PVRKS QAr C1 1D CJ TX REG. ENGINEER N;; FIRM F -469 TX REG. SURVEYING FIRM LS 10008001 Pacheco AKoch f 4060 BRYANT IRVIN ROAD MERCANTILE BUSINESS PARK PARCEL 40 FORT WORTH,TX 76109 ENCROACHMENT AGREEMENT a Westwood company 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS BEING OUT OF THE MARY JOHNSON SURVEY, ABSTRACT NO. 858 TARRANT COUNTY, TEXAS SAC TVW N T ''. 10 14 =.'22 4019 21 4z 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 1S 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 03101/2022 BN Exhibit"D" Stormwater Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation 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 ward Location of Erosion MAJOR INSPECTIONS Condition of Stonmwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip-Rap Condition of filtration system STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev 0310112022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation i STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.0W0112022 BN E Q O C N � N > N N W a1 O i; U C N N C COL = 6 Q O C C C C C C C C C C C C C 0 Z E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W w U U U U U U U U U U U U U U U IIIIIII 111 f LV LL O O 0 O O O O O O O 0 O O O 0 J z z z z z z z z z Z z z z Z z a ° N NI N NI N NI NI N N N NI NI N Nl Nl Li a X L O c L. LL. 0 c U w (D C' N E cL o LL i U (n � � 0 V 0 0 c6 o W v� .o -0 a� N 2 0 S w O 0 E = Z voi �' � r' N ° Q >, I o a, > o o w m N •N 73 L V O U ` C (') d N 0 O cn N 0 U _ p O i C LLI V �`' C c C- zs o N C u C c .Ma. m N N cl O. C Q N >. p N CUI +. In •� (6 -C N C U N C N 3 CL N N E ° E a) iv s o ° >, E E ° N C L O0 C L O 'C V tCS EO �- 4 N O C Vi O U N '� w }� Q p p 7i f6 E O C > '' C N 0 o ° E ° U U `' ° U C `� ` M x N N -C c c N N v O p C 3 O L p = w E o a a 0 " o a� a� -o a� c6 > Q L 3 0 > m CC 3 v o 0 o Q a� , E U N _o �O ui z a� = `�° E o > > .. c6 o ui ui L co ca w 7 D ~ u�i c -0 c' v cy, a� m` `m C) a ° 0 a) 0 Q- C, a) a a) w 'Q 'Q o a) w L ,F U s Q1 N U L L L 3 L L .L. tC LL m m r CV M LO CO t-- CO 6 Vl N m In d