The URL can be used to link to this page

Home My WebLink AboutContract 44717 (2)?CI3 dry SECRETARY LI I CONTRACT ^CT NO. a, STORM WATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of , , by and between Commercial Metals Company, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNES SETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 28.378 acre tract located in the J. T. Hobbs Survey, Abstract 806, The C.E.P.I. & M. CO Survey, Abstract No. 383 and the J. Bowman Survey, Abstract No. 80, Tarrant County, Texas according to the deed recorded as Instrument D212094210 (as corrected by Instrument D212112162) each of the 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 Quarry Falls Industrial Growth Center No. 1 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 Storm Water Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on -site Storm Water 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 more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 OFFICIAL RECORD CITY SECRETARY FIrtinRIMI, ttCEIVr_d AUG 152013 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 Storm Water 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 Storm Water Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Storm Water 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 STORM WATER FACILITY MAINTENANCE AGREEMENT D-2066759 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 acceptable to the City, 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 STORM WATER FACILITY MAINTENANCE AGREEMENT D-2066759 EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DETENTION POND IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE POND, AND (3) AND FAILURE OF THE POND AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS 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, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. STORM WATER FACILITY MAINTENANCE AGREEMENT D-2066759 Executed this Landonv gr: Name: racy L. Porter Title: Sr VP and President, CMC America Division STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 20 i-? ercial Metals Company City of Fort Worth Fernando Costa Assistant City Manager Approved as to Form and Legality ki4c 23i6 4-1-/3 Assistant City Attorney ity Secretar OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on Fernando Costa, Assistant City Manager of the City of Fort of Fort Worth. EVONIA DANIELS :'_y :. . Notary Public, State of Texas My Commission Expires July 10, 2017 STATE OF TEXAS COUNTY OF TARRANT A4 5f l 24(2l5 by Worth, on behalf of the City Notary Public, State of Texas Before me, the undersigned authority on this t day of 20 personally appeared Tracy L. Porter, Sr. Vice -President and known to me to a the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of Commercial Metals Company, and that he executed the same as the act of such Commercial Metals Company and for the purposes and consideration expressed in the foregoing instrument. F at. Notary Pub STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 tate of Texas 6 THOMAS * EIVG/N\ER//VG, LLC * 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F•9435 a Ot3bp 0 ODP�SINN • PHONE - (817) 732-9839 FAX - (817) 732-9841 MJT NO. - 570-001 PROPOSED 10& YRR�I, FLOODPLAI 11 I —1 I I a 11 I1 PROPOSE 10' OODPLAINSMT. 4.300 ACRES \ `\ \\ KEYSTONE EQUITY PARTNERS, LLC. �� \ \DOC. No. 0211270691 D.R.T.C.T. APPROXIMATE (,°CATION 100—YEAR FLOODPLAIN MAP No. 48439C0160 (ZONE "A') / / 7 AP?ROXIM E L 10_0—YEAR FLO / PROPOSED 10 FLOODPLAIN ESMT.\ N,/, ` \\ \\y \\\\ EXHIBIT 'B1' STORM WATER DETENTION FACILITY COMMERCIAL METALS COMPANY NEW CMC RECYCLING FACILITY 1 \ FORT WORTH, TEXAS � I / PROPOSED 10' / 1 FLOODPLAIN ESMT. /PRQ OSED 100 YR. / 4 I LQODPLAIN (C/ lI \� \ \ \"1\\\\\ / k �ii\ 7 11`7 /- / l / (III\ / I I / I I 't\\ / / III \\ .ill/ )1I/1I( ��\\�.I\\\ ; )r)) Ili � / lq /< / / / / \ N. \ \ LAFARGE MIDWEST, INC. DOCUMENT No. D200175511 D.R.T.C.T. KEYSTONE EQUITY PARTNERS, LLC. TRACT B3 VOL 15441, PC. 37 D.R.T.C.T. (SUB —SURFACE RIGHTS ONLY) SOLID WASTE DISPOSAL AREA VOL 15268, PO. 256 D.R.T.C.T. \ \ \ .i N • i J \ r )1\�\\ J \ \\ iINI\\ N\ I114I\\ \ \ \ \ %t 3400 HULEN STREET, SUITE 100 FORT WORTH, TX 76107 REGISTRATION NO. F-9435 PHONE - (817) 732-9839 FAX- (817)732-9841 MJT NO. - 570-001 J \\\*�APPROXIMATE LOCATION \\\ \\\ 1I1�07 YEAR FL00DPLAIN \ \M P No. 4843A9, 160K 0 • \*` \\\\ 2 EXHIBIT'B' OVERALL GRADING PLAN COMMERCIAL METALS COMPANY NEW CMC RECYCLING FACILITY i \ „/// 7 FORT-WO1 TH, TEXAS PROPOSED 10' FLOODPLAIN ESMT. PROPOSED 1 FLOODPLAIN E \„k • r. ,PROPOSED-100 "YR FLOODPLAIN SIORM WATEERIIT11� DETEtiTION 6 LITY, 1 yR. a=157.1.. %'APPROXIMATE LOCATION 100--YEAR FLOODPLAIN MAP —No. 48439C0160K \\ ---(ZONE "A") \>. lc' PROPOSED 10' — FLOODPLAIN ESMT. N N. " am i �/ ( / • 0z 401 0 ITO1E,-/ Okit g „ I .1 • 1: 1 I t A• 1 ft:" •.",.E.itfii.1.-titt.,:ttrit.t.t..,5 '..f.'.::,..:,..:.-.T:1,.,:.:,...::•. , ,.•.: ::. 1-1- : • - 14.- -I- I ... , - + . — - - - i ... - • -.1- •,':- it't-ti•-. - 1 .. , „ , d,' ; ,., , •1•''., '.-: :1.-E-;!-., COMMERCIAL METALS COMPANY NEW CMC RECYCLING FACILITY FORT WORTH, TEXAS STORM SEWER DETAILS I • .-.• t.• EMJ THOMAS * a-rue:trut •etsrvit, , • t: * AVirl 4/1 NO. • 1RM Hydrograph Report Hyd. Na 2 <no Oter.e.n Hydrograph Report tae. 0,10, Hyd. No. 2 ",,,,... Type = Reservoir Peak teselmege • 8121. Sere, aware., • 2 yrs Tkne bettek • 0538 I. Time inter. • 1 min HO a. • 188138 cua Woe nyel No = 1. CSC NEW FACILITY A.. ElevatIon • eda 8911 R00011.01, n7s. • PROPOSED POND Ntex St.. • 128.118 ettft re. sant one deecrIptIonn tn.. 2 -2`rver — .40.2 — tee an 1 ,79849a.0 116.110 0.••• 1 tra. of ,con • 20 23 17 3.0 11. 0(116 r r r r —-——— - - — — °- 044., ft X.0 Hydrograph Report nester no•nOnon Hyd. No. 2 <no clescdono. HYdrog.8 tYPe • Reservoir Peak Elscharge • 12_48. l 88..1 e/PS Storm treCatm. • 10 yrs rt.. peak • 112 I. Storm Inoue. Tene Interval • 1 rt. Hyd. yoke. • 220,110 curt Tere rnten. Wien, F... . 1 - CLIC NEW FACILITY Mao Elevation • 685 85 a rt.. nycl No Reservoir ne. • PROPOSED PONO Mao Storage • 197.858046 Ra..... ne. — tee. 2 • 100 yrs • 1 min • 1 . CMC NEW FACILITY • PROPOSED POND Peek deenan. T.e to 0o08 Nye Nolufne Max EMvation M. S..0. Q. &solo... <00 description> nte M - 10 Veer — 6,2140 1 Neti wa. utel • 107418.0. BROAD —CRESTED WEIR CALCULATION O=CLW Q. =54.6 CFS 0 =57.6 CFS C=3.087 L=50 FT H=0.5 FT ,a. T. .1 A 00 0 Or MO 03 0/ 1.0 0181402 .1140 1 CNCROC.< statorAY . -100 Yar 'Tql:t!,EliliV 't • • 5017. • 1 a° Ms - 375.834 curt - 867 0111 re, 292488 cuft Wrap 0...1...400.1 .03 g. 0 • <68 u- -' g • >- o g 5 12- 0 g a POND CALCULATIONS C1.22 Exhibit "C" CITY OF FORT WORTH STORM WATER 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. STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 8 Exhibit "D" Storm Water Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond 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 Storm Water Quality Structure Type of Storm Water Quality Structure Structure type and Condition Condition of Rip - DATE REPAIRS REPAIRS REQUIRED MADE NOTES STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 9 Rap Condition of filtration system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 10 EXHIBIT "A" STORM WATER DETENTION FACILITY Being a tract of land situated in the J.T. Hobbs Survey, Abstract No. 806, the C.E.P.I. & M. Co. Survey, Abstract No. 383 and the J. Bowman Survey, Abstract No. 80, Tarrant County, Texas and being all of that certain tract of land as described as LOT 1, BLOCK 1, QUARRY FALLS INDUSTRIAL GROWTH CENTER No. 1, an addition to the City of Fort Worth as recorded in County Clerk's Document No. D212150170 of the Deed Records of Tarrant County, Texas and being all of that certain tracts of land as described in deeds to COMMERCIAL METALS COMPANY, as recorded in County Clerk's Document No. D212112161 and D212112162 of the Deed Records of Tarrant County, Texas and being more particularly described by metes and bounds as follows: COMMENCING at a magnesium nail found at the intersection of the approximate centerline of Old Decatur Road (an undefined right-of-way) and the southerly right-of-way line of Interstate Highway 820 (a variable width right-of-way); THENCE South 00 degrees 29 minutes 04 seconds East,(Directional Control Line) departing the southerly right-of-way of said Interstate 820 and along the approximate centerline of said Old Decatur Road a distance of 973.52 feet to a magnesium nail found in asphalt; THENCE North 89 degrees 30 minutes 56 seconds East, departing the approximate centerline of said Old Decatur Road a distance of 136.75 feet, the POINT OF BEGINNING and being the beginning of a non -tangent curve to the right, having a central angle of 111 degrees 29 minutes 31 seconds, a radius of 6.42 feet and being subtended by a 10.61 foot chord which bears North 31 degrees 24 minutes 42 seconds East; THENCE, along said curve to the right in a northeasterly direction, an arc distance of 12.49 feet to the end of said curve; THENCE North 87 degrees 09 minutes 28 seconds East, a distance of 52.07 feet to the beginning of a curve to the left, having a central angle of 04 degrees 39 minutes 25 seconds, a radius of 17.58 feet and being subtended by a 1.43 foot chord which bears North 84 degrees 49 minutes 45 seconds East; THENCE, along said curve to the left in a northeasterly direction, an arc distance of 1.43 feet to the end of said curve; THENCE North 82 degrees 30 minutes 03 seconds East, a distance of 246.24 feet to the beginning of a non -tangent curve to the right, having a central angle of 06 degrees 33 minutes 16 seconds, a radius of 235.89 feet and being subtended by a 26.97 foot chord which bears North 79 degrees 24 minutes 23 seconds East; THENCE, along said curve to the right in a northeasterly direction, an arc distance of 26.98 feet to the beginning of a non - tangent curve to the right, having a central angle of 08 degrees 26 minutes 01 seconds, a radius of 85.79 feet and being subtended by a 12.62 foot chord which bears South 89 degrees 28 minutes 50 seconds East; THENCE, along said curve to the right in a southeasterly direction, an arc distance of 12.63 feet to the end of said curve; THENCE South 89 degrees 49 minutes 46 seconds East, a distance of 34.71 feet to a point for corner; THENCE South 88 degrees 37 minutes 37 seconds East, a distance of 17.24 feet to a point for corner; THENCE East, a distance of 256.97 feet to the beginning of a curve to the right, having a central angle of 89 degrees 30 minutes 44 seconds, a radius of 55.50 feet and being subtended by a 78.15 foot chord which bears South 45 degrees 14 minutes 38 seconds East; THENCE, along said curve to the right in a southeasterly direction, an arc distance of 86.71 feet to the end of said curve; THENCE South 00 degrees 14 minutes 44 seconds East, a distance of 79.36 feet to the beginning of a curve to the right, having a central angle of 34 degrees 42 minutes 24 seconds, a radius of 95.50 feet and being subtended by a 56.97 foot chord which bears South 17 degrees 06 minutes 28 seconds West; THENCE, along said curve to the left in a southeasterly direction, an arc distance of 57.85 feet to the end of said curve; THENCE South 34 degrees 27 minutes 40 seconds West, a distance of 10.26 feet to the beginning of a curve to the right, having a central angle of 90 degrees 00 minutes 00 seconds, a radius of 39.50 feet and being subtended by a 55.86 foot chord which bears South 79 degrees 27 minutes 40 seconds West; THENCE, along said curve to the right in a southwesterly direction, an arc distance of 62.05 feet to the end of said curve; THENCE North 55 degrees 32 minutes 21 seconds West, a distance of 327.16 feet to the beginning of a curve to the left, having a central angle of 84 degrees 33 minutes 30 seconds, a radius of 20.00 feet and being subtended by a 26.91 foot chord which bears South 82 degrees 10 minutes 55 seconds West; THENCE, along said curve to the left in a southwesterly direction, an arc distance of 29.52 feet to the end of said curve; THENCE South 39 degrees 54 minutes 10 seconds West, a distance of 70.80 feet to a point for corner; THENCE North 51 degrees 08 minutes 20 seconds West, a distance of 55.01 feet to a point for corner; THENCE South 39 degrees 54 minutes 10 seconds West, a distance of 138.50 feet to the beginning of a non -tangent curve to the right, having a central angle of 86 degrees 59 minutes 02 seconds, a radius of 5.34 feet and being subtended by a 7.36 foot chord which bears South 82 degrees 49 minutes 16 seconds West; THENCE, along said curve to the right in a southwesterly direction, an arc distance of 8.11 feet to the end of said curve; THENCE North 55 degrees 06 minutes 34 seconds West, a distance of 178.61 feet to the beginning of a curve to the right, having a central angle of 30 degrees 46 minutes 31 seconds, a radius of 6.42 feet and being subtended by a 3.41 foot chord which bears North 39 degrees 43 minutes 19 seconds West; THENCE, along said curve to the right in a northwesterly direction, an arc distance of 3.45 feet to the POINT OF BEGINNING and containing 69,260 square feet or 1.590 acres of land, more or less. Basis of Bearings: Texas State Plain Coordinate System, North Central Zone as derived from GPS observation. Mark A. Nace Registered Professional Land Surveyor Registration No. 5539 Nace Land Surveying 4000 Parkside Center Boulevard #504 Farmers Branch, Tx. 75244 Phone: (469) 426-7339 Date: March 19, 2012 Revised: December 3, 2012 • NORTHWEST LOOP 820 / (VARIABLE YADTH RIGHT-OF-WAY) CONDEMNATION FOR HIGHWAY & LINNET/ ACc Ss / JUDGEMENT NO. 153-16320-TEXAS VOL 6923, PG. 1434 D.R.T.C.T. BASIS OF BEARINGS: TEXAS STATE PLAIN COORDINATE SYSTEM, NORTH CENTRAL ZONE. POINT OF COMMENCING MAGNESIUM NML FOUND (C.M.) S. Approximate Centerline of Old Decatur Road 8 A 5 CURVE DELTA RADIUS ARC LENGTH C1 4'39'25" 17.58' 1.43' C2 6'33'16" 235.89' 26.98' C3 8'26'01" 85.79' 12.63' C4 89'30'44" 55.50' 86.71' C5 3442'24" 95.50' 57.85' C6 90'00'00" 39.50' 62.05' C7 84'33'30" 20.00' 29.52' C8 86'59'02" 5.34' 8.11' C9 111'29'31" 6.42' 12.49' C10 30'46'31" 6.42' 3.45' KEYSTONE EQUITY PARTNERS, I.L.C. TRACT 82 VOL. 15441, PG. 37 D.R.T.C.T. M1 5/8' IRS n 1 w/ 'RPLS 5539' CAP rnl /1 10' U11LITY EASEMENT 1 I of NI 0I 40' RIGHT -OF -WA. DEDICATION POINT OF BEGINNI IG N 89'30'56" 136.75' MAGNESIUM NAIL FOUND (C.M.) 10' UTILTIY EASEMENT PK NAIL SET C10 C9 LI � . (306 50o• D00C1 (P 5. 0 y P N 89'30'56" E 1311.65' CHORD BEARING N 84'49'45" E N 79'24'23" E S 89'28'50" E S 45'14'38" E S 17'06'28" W S 79'27'40" W S 82'10'55" W S 82'49'16" W N 31'24'42" E N 39'43'19" W CHORD LENGTH 1.43' 26.97' 12.62' 78.15' 56.97' 55.86' 26.91' 7.36' 10,61' 3.41' ILINE BEARING DISTANCE IL1 N 87'09'28" E 52.07' IL2 S 89'49'46" E 34.71' IL3 S 813'37'37" E 17.24' 1L4 S 00'14'44" E 79.36' L5 S 34'27'40" W 10.26' I L6 S 39'54'10" W 70.80' IL7 N 51'08'20" W 55.01' I L8 S 39'54' 10" W 138.50' IL9 S 81'40'52" E 76.89' I MINIMUM FINISHED FLOOR ELEVATION 671.00 I 28.378 ACRES 1,236,146 Sq. Ft. LOT 1, BLOCK 1 QUARRY FALLS INDUSTRIAL GROWTH CENTER No. 1 Document No. D212150170 D.R.T.C.T. COMMERCIAL METALS COMPANY Document No. D212112161 & D212112162 D.R.T.C.T. STORM WATER DETENTION FACILITY 100 YR. WSE 666.56 1.590 ACRES 69,260 SQ. FT. C. C3 L2 L3 EAST ` 256.97' 5/8 IRS w/ 'RPIS 5539CAP \ N • �jt roctr I\ �\` �L9 _ l \ 5/8' IRS grg w/ 'RPLS 5539' CAP .1 E /I KEYSTONE EQUITY4.300 ACRES ( // PARTNERS, L.L.C. n Il DOC. No. D211270691 • `i D.R.T.C.T. \\ ul rY APPROXIMATE LOCATION" 100-YEAR FLOODPLAIN MAP No. 48439C0160K (ZONE *Al 359.67' S 89'30'56" W 399.67' 5/8' IRS w/ 'RPLS 5539' CAP 11 II I CP II I � PROPOSED 1I 10' FLOODWAY I ESMT II 5/8' IRS _mow/ 'RPLS 5539' CAP 10.54' LAFARGE MIDWEST, INC. DOCUMENT No. D200175511 D.R.T.C.T. (SURFACE RIGHTS ONLY) E 5583 w G O. o• 1 +/ G G•E.51RP ORAWA W PACE 3 OF3 0' APPR091YATE LUCAII0N SURVEY UE 200' 400' I I ./Dace Xand S 4050 R"9•!4, Center 9N00d • N> 504 • Fmm", &md • To" • M: 469-425-7339 • E-mak m0.0n04rt000 EXHIBIT "A" STORM WATER DETENTION FACILITY SITUATED IN THE J. T. HOBBS SURVEY, ABSTRACT No. 806 THE J. BOWMAN SURVEY, ABSTRACT No. 80 AND THE C.E.P.I. & M. Co. SURVEY, ABSTRACT No. 383 CITY OF FORT WORTH TARRANT COUNTY, TEXAS ISSUE DATE 04/19/2012 I SCALE 1' = 200 PROJECT NO.: 0016- 7 M&C - Council Agenda Page 1 of 1 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/9/2013 DATE: Tuesday, July 09, 2013 LOG NAME: 20ROWE6846-CMCSWFMA SUBJECT: REFERENCE NO.: **C-26316 Authorize Execution of a Stormwater Facility Maintenance Agreement with Commercial Metals Company for Property Located at 4500 Old Decatur Road, J. T. Hobbs Survey, Abstract 806, The C.E.P.I. Survey, Abstract 383, and The J. Bowman Survey, Abstract No. 80 at No Expense to the City (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize the execution of a Stormwater Facility Maintenance Agreement with Commercial Metals Company for property located at 4500 Old Decatur Road, J. T. Hobbs Survey, Abstract 806, the C.E.P.I. Survey, Abstract 383, and the J. Bowman Survey, Abstract No. 80, at no expense to the City. DISCUSSION: Commercial Metals Company is the owner of a 28.378 acre tract of land upon which it will construct Stormwater Management Facilities. The facility is being constructed to limit storm water runoff from their property to predevelopment levels. The facility will be located south of Northwest Loop 820 and the intersection near the centerline of Old Decatur Road, in J. T. Hobbs Survey, Abstract 806, the C.E.P.I. Survey, Abstract 383, and the J. Bowman Survey, Abstract No. 80. The terms of the maintenance Agreement will ensure proper maintenance of the facility by Commercial Metals Company, at no cost to the City. The landowner and successors are required to maintain the facility. However, if the landowner fails to properly maintain, the Agreement gives the City the right to take all steps necessary to ensure the facility is operating according to city standards and to correct any deficiencies. This requirement and right run with the land. The facility is located in COUNCIL DISTRICT 2, Mapsco 47G. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that this action will have no material effect on City funds. FUND CENTERS: TO Fund/Account/Centers CERTIFICATIONS: Submitted for Citv Manager's Office bv: Originating Department Head: Additional Information Contact: ATTACHMENTS 1. 6846-20ROWE6846-CMCSWFMA.odf (Public) FROM Fund/Account/Centers Fernando Costa (6122) Douglas W. Wiersig (7801) Cloyde Jordan (2388) http://apps.cfwnet.org/ecouncil/printmc.asp?id=18167&print=true&DocType=Preview 8/2/2013 MAYOR AND COUNCIL COMMUNICATION MAP 20ROWE6846-CMCSWFMA 1 I, I' L_I _ -t I I I I >, \, I! _l B Copyright 2011 City of Fort Worth. Unauthorized reproduction is a violation of applicable laws. This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on -the -ground IIAL survey and represents only the approximate relative location of property boundaries. The City of Fort Worth assumes no responsibility for the accuracy of said data. NTUG', EREty EDUCATION NO TC Marine Creek Lake 238.7 Acres 7c �W THWEST AIRWI ,K z SOME PARCEL LINES HAVE BEEN REDRAWN TO REFLECT SURVEY OF MARCH 19, 2012 BY: NACE LAND SURVEYING KEYSTONE EQUITY PARTNERS, L.L.C. TRACT B2 VOL. 15441, PG. 37, D.R.T.C.T. ' QUARRY FALLS INDUSTRIAL GROWT BLOCK 1, LOT 1 DOCUMENT NO. D2121601 D.R.T.C.T. CENTER No. 0 STORM WATER DETENTION CILITY EASEMENT 69,260 SQ. FT. Off- 0 AC. LAFARGE MIDWEST, INC. D200175511 D.R.T.C.T. 0 400 800 1,600 1 Ft DETAIL OF PROJECT LOCATION CANTRELL SANSOM MEACHAM GREAT SOUTHWEST \ _FRANKLIN DOWNING SYLVAI CROS1 WATAUGA 2000 4000 SANDSHEL= N IA DOE# 6846, CITY PROJECT# 01916 J.T HOBBS SURVEY A 806 C.E.P.I. & M CO. SURVEYA383 J. BOWMAN SURVEY A80 8000 1 Ft z W