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HomeMy WebLinkAboutContract 47872 DECEIVED CITY SECRETAW " Vim/t JUN -9 2016 CONTRACT NO. 0 CITY OF FORT WRT E # �'FIYSMRETARY DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this J-6 day of , by and between Hayco Realty, Ltd, acting by and through John Cockerham, 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 31,410 square foot tract located in Joseph Boman Survey, Abstract 79, Fort Worth,Tarrant County, Texas according to the deed recorded in Volume 14192, Page 664, 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 Marine Creek Ranch Section 11 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 Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on-site Drainage 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; OFFICIAL RECORD Y Rev.7/2006 DRAINAGE CHANNEL MAINTENANCE AGREEMENT CITY SECRETA�FT. WORTH,T 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 Drainage 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 Drainage 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 Drainage Channel 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 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev.7/2006 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 EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev.7/2006 FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL 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 channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev.7/2006 Executed this day o 20►> . Landowner City City of Fort Worth Hayco Realty, Ltd A Texas limited partnership By: Harrison Realty Investments, LLC, A Texas liability company Its: General Partner Jesus Chapa Name: John Cockerham Assistant City Manager Title: President Approved as to Form and Legality Assistant City Attorney,A(2T{ue /1!. RAsfie�- ATTEST Ci r SORT oe �� *r EY�c OFFICIAL RECORD CITY SECRETARY DRAINAGE CHANNEL MAINTENANCE AGREEMENT FT.WORTH, TX Rev.7/2006 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on- j Une, 6,ADI by Jesus Chapa,Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. LINDA M. HIRRLINGER s Notary Public,State at Texas _ *I Luttnsk Comm.Expires 02-02-2018 o Public' State of Texas Notary 1D 12414474-6 STATE OF TEXAS § COUNTY OF TARRANT § Before me, thedersi ned authority on this day personally appeared N known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of and that he executed the same as its and as the act of such and for the purposes and consideration expressed in the foregoing instrument. COURTNEY R. PETTIS' ?: ns Notary Public.Slate of Texu; Notary Public, 941te of Texas Comm.Expires 11-14-2015 s,E°ftf•�� Notary ID 129203459 �hnnna` DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev.7/2006 EXHIBIT "A" INSERT LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7 Rev.7/2006 EXHIBIT "A" 30' DRAINAGE EASEMENT METES&BOUNDS DESCRIPTION BEING A 0.403 ACRE TRACT OF LAND LOCATED IN THE JOSEPH BOMAN SURVEY, ABSTRACT NO. 79, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, BEING A PORTION OF A CALLED 964.473 ACRE TRACT OF LAND AS DESCRIBED IN THE WARRANTY DEED TO HAYCO REALTY, LTD., A TEXAS LIMITED PARTNERSHIP, FILED FOR RECORD IN VOLUME 14192, PAGE 644 DEED RECORDS, TARRANT COUNTY, TEXAS (DRTCT), SAID 0.403 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES &BOUNDS AS FOLLOWS: COMMENCING AT AN "X" CUT FOUND IN CONCRETE FOR THE NORTHERNMOST NORTHEAST CORNER OF MARINE CREEK RANCH, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 12800, PLAT RECORDS, TARRANT COUNTY, TEXAS (PRTCT), BEING AT THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF CROMWELL MARINE CREEK ROAD, A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY, AND THE EAST RIGHT-OF-WAY LINE OF HUFFINES BOULEVARD, AN 80' RIGHT-OF-WAY AT THIS POINT, FROM WHICH A PK NAIL FOUND FOR THE NORTHERNMOST NORTHWEST CORNER OF SAID MARINE CREEK RANCH, BEARS SOUTH 89 DEGREES 37 MINUTES 03 SECONDS WEST, A DISTANCE OF 80.00 FEET, SAID COMMENCING POINT HAVING A NAD 83 —TEXAS COORDINATE SYSTEM POSITION (GRID) OF N:6994748.5 E:2302839.6 (BEARINGS & COORDINATE VALUES SHOWN HEREON ARE IN REFERENCE TO THE NAD 83 - TEXAS COORDINATE SYSTEM - NORTH CENTRAL ZONE, 4202, BASED ON GPS OBSERVATIONS UTILIZING THE LEICA GPS REFERENCE NETWORK); THENCE SOUTHEASTERLY, OVER AND ACROSS SAID CALLED 964.473 ACRE TRACT OF LAND, THE FOLLOWING CALLS: SOUTH 07 DEGREES 47 MINUTES 57 SECONDS EAST, A DISTANCE OF 317.86 FEET, TO A POINT FOR CORNER, BEING THE POINT OF BEGINNING, FROM WHICH A 1/2 INCH CAPPED IRON ROD FOUND STAMPED "JBI FOR THE NORTHWEST CORNER OF LOT 7, BLOCK L, OF SAID MARINE CREEK RANCH, BEARS SOUTH 23 DEGREES 09 MINUTES 58 SECONDS EAST, A DISTANCE OF 1271.26 FEET, AND BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 589.46 FEET; ALONG SAID CURVE TO THE LEFT, AND IN A SOUTHERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 06 DEGREES 10 MINUTES 48 SECONDS, AN ARC LENGTH OF 63.58 FEET, AND HAVING A LONG CHORD WHICH BEARS SOUTH 05 DEGREES 25 MINUTES 09 SECONDS EAST, A CHORD LENGTH OF 63.55 FEET,TO A POINT FOR CORNER; SOUTH 08 DEGREES 18 MINUTES 37 SECONDS EAST, A DISTANCE OF 195.39 FEET, TO A POINT FOR CORNER, BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 1020.00 FEET; Page 1 of 4 ALONG SAID CURVE TO THE LEFT, AND IN A SOUTHEASTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 15 DEGREES 34 MINUTES 57 SECONDS, AN ARC LENGTH OF 277.41 FEET, AND HAVING A LONG CHORD WHICH BEARS SOUTH 25 DEGREES 13 MINUTES 21 SECONDS EAST, A CHORD LENGTH OF 276.55 FEET, TO A POINT FOR CORNER, BEING AT THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 1130.00 FEET; ALONG SAID CURVE TO THE RIGHT, AND IN A SOUTHEASTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 02 DEGREES 14 MINUTES 55 SECONDS, AN ARC LENGTH OF 44.35 FEET, AND HAVING A LONG CHORD WHICH BEARS SOUTH 31 DEGREES 53 MINUTES 23 SECONDS EAST, A DISTANCE OF 44.34 FEET,TO A POINT FOR CORNER; SOUTH 64 DEGREES 18 MINUTES 42 SECONDS WEST, A DISTANCE OF 20.12 FEET,TO A POINT FOR CORNER; NORTH 75 DEGREES 51 MINUTES 26 SECONDS WEST, A DISTANCE OF 14.15 FEET, TO A POINT FOR CORNER, BEING ON THE EAST RIGHT-OF-WAY LINE OF SAID HUFFINES BLVD., AND BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 1100.00 FEET; THENCE NORTHWESTERLY, ALONG SAID EAST RIGHT-OF-WAY LINE, THE FOLLOWING CALLS: ALONG SAID CURVE TO THE LEFT, AND IN A NORTHWESTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 01 DEGREES 38 MINUTES 08 SECONDS, AN ARC LENGTH OF 31.40 FEET, AND HAVING A LONG CHORD WHICH BEARS NORTH 32 DEGREES 11 MINUTES 46 SECONDS WEST, A CHORD LENGTH OF 31.40 FEET, TO A POINT FOR CORNER, BEING AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1050.00 FEET; ALONG SAID CURVE TO THE RIGHT, AND IN A NORTHWESTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 15 DEGREES 42 MINUTES 51 SECONDS, AN ARC LENGTH OF 287.98 FEET, AND HAVING A LONG CHORD WHICH BEARS NORTH 25 MINUTES 09 MINUTES 25 SECONDS WEST, A CHORD LENGTH OF 287.07 FEET,TO A POINT FOR CORNER; NORTH 08 DEGREES 22 MINUTES 05 SECONDS WEST, A DISTANCE OF 202.02 FEET,TO A POINT FOR CORNER, BEING AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1038.00 FEET; ALONG SAID CURVE TO THE RIGHT, AND IN A NORTHERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 03 DEGREES 27 MINUTES 00 SECONDS, AN ARC LENGTH OF 62.50 FEET, AND HAVING A LONG CHORD WHICH BEARS NORTH 04 DEGREES 29 MINUTES 24 SECONDS WEST, A CHORD LENGTH OF 62.49 FEET,TO A POINT FOR CORNER; NORTH 87 DEGREES 48 MINUTES 47 SECONDS EAST, A DISTANCE OF 29.41 FEET, TO THE POINT OF BEGINNING, AND CONTAINING 0.403 ACRES (17,556 SQUARE FEET) OF LAND,MORE OR LESS. Page 2 of 4 SEE ACCOMPANYING EXHIBIT"A" DATED APRIL 13, 2016 (PAGE 4 OF 4) 0 F S T fRA'9 . ...................... MERLE W. MILLER -- ..y.....................%. 's4 5438 MERLE W. MILLER DATE: 04-13-2016 s s REGISTERED PROFESSIONAL q4'D S' �����-� URA LAND SURVEYOR 5438 STATE OF TEXAS Page 3 of 4 EXHIBIT "A" 30' DRAINAGE EASEMENT CROMWELL MARINE CREEK ROAD LOCATED IN THE JOSEPH BOMAN SURVEY ABSTRACT NO. 79, CITY OF FORT WORTH (RIGHT—Or—WAY VARIES) TARRANT COUNTY, TEXAS PK NAIL OL' FND. L7 'X" CUT" FOUND IN CONC. r— NAD83 GRID — — — — — — — — — II i i E s 23oiesMARINE CREEK RANCH i I j I CAB. A, SLIDE 12800 I I I I I 15' SANITARY SEWER ESMT, PRTCT WATER LINE ESMT. IOL. 8482, PG. 1317 CCI 0204126094-j �t I' DRTCT OPRTCT r ►` v9 i 1 11 OB g I I 1 II L5 NA083 (GRID) N:6994433.7 �o- I II I I E 2302882.7 �+ tt!! II I n 1 0 HAYCO REALTY, LTD i i I 11111 1 05 VOL. 14192, PG. 644 I I I N 1 t I a� TO 1/2" CIRF 'JBI"FOR DRTCT } ; }may + N THE NORTHWEST CORNER 1 y J l v; OF LOT 7, BLOCK L tl MARINE CREEK RANCH �t 1 CAB A, SLIDE 12800 PRTCT LW=1ABBREMTI0NS j l aV1 O CAPPED IRON ROD SET STAMPED 1 \ 1 A4YCOSKIE MCINNIS" DRTCT DEED RECORDS, 11 1 \I ` HA YCO REALTY LTD TARRANT COUNTY, TEXAS 11 11 b VOL. 14192, PG. 644 PRTCT PLAT RECORDS DRTCT TARRANT COUNTY, TEXAS OPRTCT OFFICIAL PUBLIC RECORDS, \ \ \ \ TARRANT COUNTY, TEXAS VOL. VOLUME \ 1 1 1 3 PG. PAGE WATER LINE ESMT. 1 \ 11 CC,D204126094 30 DRAINAGE v POC POINT OF COMMENCING OPRTCT EASEMENT \ \ t PDB POINT OF BEGINNING 0.403 ACRES W CCJ COUNTY CLERKS 15' SANITARY SEWER ESMT. \\ \\ ` \\ (17,558 SQ. FT.) Q INSTRUMENT NUMBER VOL 8482, PG. 1317 1 t \ \ DRTCT LINE BEARING DISTANCE MARINE CREEK RANCH L 1 S 08'18'37" E 195.39' L2 S 6478'42" IN 20.12' �� �� `I `\ CAB. A, SLIDE 12800 a L3 N 7551'26" W 14.15' PRTCT E L4 N 0822'05" W 202.02' i L5 N 87'4847" E 29.41' L6 S 07'4757" E 317.86' L7 S 8937'03" W 80.00' �\ o � \ i \ `` �'►, n N � DgVE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 589.46' 63.58' 63.55' S 05'25'09" E 6'10'48" h C2 1020.00' 277.41' 276.55' S 25'1321" E 15'3457 L`3 W C3 1130.00' 44.35' 44.34' S 3153'23" E 2'14'55" g ? " C4 1100.00' 31.40' 31.40' N 3211'46" W 138'08" C5 1050.00' 287.98' 287.07' N 25'09'25" W 15'4251" ^ C6 1038.00' 62.50' 62.49' N 0429 24 W 327'00" d cn a - .. . E• ... •G\ T eR•�F+ mycoskie+mcinnis+associates .-9 Icivil engineering virveying landscape architecture planning o �` IAV •N tbpe registration number. I — 2759 n ...: .....•... .........:... o —*'ViKEW. MILLER mss rogistration/licenae number t0081f000 i r ••+ ........... 200 2 0 0 east a b r o m MERLE W. MILLER APR 13, 2016 '•q 5438 P arlington, texas 76010 N REGISTERED PROFESSIONAL ! '�oo \o?•' 8 1 7—4 6 9 — 1 6 7 1 N LAND SURVEYOR NO. 5438 ��O•SUR`Itax: 817-274 -8757 a STATE OF TEXAS rr. .mmatexas cam DATE: 4/13/2016 Ste: t" = 100' DRAWN BY: MM CHECKED BY: M►49N JOB. NO.-2652-06-01 PAGE 4 OF 4 EXHIBIT "A" 30' DRAINAGE EASEMENT METES & BOUNDS DESCRIPTION BEING A 0.318 ACRE TRACT OF LAND LOCATED IN THE JOSEPH BOMAN SURVEY, ABSTRACT NO. 79, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, BEING A PORTION OF A CALLED 964.473 ACRE TRACT OF LAND AS DESCRIBED IN THE WARRANTY DEED TO HAYCO REALTY, LTD., A TEXAS LIMITED PARTNERSHIP, FILED FOR RECORD IN VOLUME 14192, PAGE 644, DEED RECORDS, TARRANT COUNTY, TEXAS (DRTCT), SAID 0.318 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES & BOUNDS AS FOLLOWS: COMMENCING AT AN "X" CUT FOUND IN CONCRETE FOR THE NORTHERNMOST NORTHEAST CORNER OF MARINE CREEK RANCH, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 12800, PLAT RECORDS, TARRANT COUNTY, TEXAS (PRTCT), BEING ON THE SOUTH RIGHT-OF-WAY LINE OF CROMWELL MARINE CREEK ROAD, A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY, AND THE EAST RIGHT-OF-WAY LINE OF HUFFINES BOULEVARD, AN 80' PUBLIC RIGHT-OF-WAY AT THIS POINT, FROM WHICH A PK NAIL FOUND FOR THE NORTHERNMOST NORTHWEST CORNER OF SAID MARINE CREEK RANCH BEARS SOUTH 89 DEGREES 37 MINUTES 03 SECONDS WEST, A DISTANCE OF 80.00 FEET, SAID COMMENCING POINT HAVING A NAD 83 — TEXAS COORDINATE SYSTEM POSITION (GRID) OF N:6994748.5 E:2302839.6 (BEARINGS & COORDINATE VALUES SHOWN HEREON ARE IN REFERENCE TO THE NAD 83 - TEXAS COORDINATE SYSTEM - NORTH CENTRAL ZONE, 4202, BASED ON GPS OBSERVATIONS UTILIZING THE LEICA GPS REFERENCE NETWORK); THENCE SOUTH 15 DEGREES 46 MINUTES 03 SECONDS EAST, OVER AND ACROSS SAID CALLED 964.473 ACRE TRACT OF LAND, A DISTANCE OF 992.93 FEET, TO THE POINT OF BEGINNING, SAID BEGINNING POINT HAVING A NAD 83 — TEXAS COORDINATE SYSTEM POSITION (GRID) OF N:6993793.1 E:2303109.4, BEING AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1130 FEET; THENCE SOUTHEASTERLY, ALONG A LINE 30 FEET FROM AND PARALLEL WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID HUFFINES BOULEVARD, THE FOLLOWING CALLS: Page 1 of 4 ALONG SAID CURVE TO THE RIGHT, AND IN A SOUTHEASTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF O1 DEGREES 17 MINUTES 40 SECONDS, AN ARC LENGTH OF 25.53 FEET, AND HAVING A LONG CHORD WHICH BEARS SOUTH 24 DEGREES 35 MINUTES 27 SECONDS EAST, A CHORD LENGTH OF 25.53 FEET, TO A POINT FOR CORNER; SOUTH 23 DEGREES 56 MINUTES 37 SECONDS EAST, A DISTANCE OF 114.90 FEET, TO A POINT FOR CORNER, BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 835.00 FEET; ALONG SAID CURVE TO THE LEFT, AND IN A SOUTHEASTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 05 DEGREES 23 MINUTES O1 SECONDS, AN ARC LENGTH OF 78.46 FEET, AND HAVING A LONG CHORD WHICH BEARS SOUTH 26 DEGREES 38 MINUTES 08 SECONDS EAST, A CHORD LENGTH OF 78.43 FEET, TO A POINT FOR CORNER; SOUTH 29 DEGREES 19 MINUTES 38 SECONDS EAST, A DISTANCE OF 254.43 FEET, TO A POINT FOR CORNER, BEING ON THE NORTH LINE OF A 30' MULTIPLE PIPELINE RIGHT-OF-WAY AND EASEMENT TO BARNETT GATHERING, LP., FILED FOR RECORD IN COUNTY CLERK'S INSTRUMENT NO. D208201387, OPRTCT; THENCE NORTH 79 DEGREES 22 MINUTES 28 SECONDS WEST, ALONG SAID NORTH LINE, A DISTANCE OF 39.14 FEET, TO A POINT FOR CORNER, BEING ON THE EAST RIGHT-OF-WAY LINE OF SAID HUFFINES BOULEVARD; THENCE NORTHWESTERLY, ALONG THE EAST RIGHT-OF-WAY LINE OF HUFFINES BOULEVARD, THE FOLLOWING CALLS; NORTH 29 DEGREES 19 MINUTES 38 SECONDS WEST, A DISTANCE OF 229.30 FEET, TO A POINT FOR CORNER, BEING AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 865.00 FEET; ALONG SAID CURVE TO THE RIGHT, AND IN A NORTHWESTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 05 DEGREES 23 MINUTES O1 SECONDS, AN ARC LENGTH OF 81.28 FEET, AND HAVING A LONG CHORD WHICH BEARS NORTH 26 DEGREES 38 MINUTES 08 SECONDS WEST, A CHORD LENGTH OF 81.25 FEET, TO A POINT FOR CORNER; NORTH 23 DEGREES 56 MINUTES 37 SECONDS WEST, A DISTANCE OF 114.90 FEET, TO A POINT FOR CORNER, BEING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 1100.00 FEET; Page 2 of 4 ALONG SAID CURVE TO THE LEFT, AND IN A NORTHWESTERLY DIRECTION, THROUGH A CENTRAL ANGLE OF 01 DEGREES 17 MINUTES 27 SECONDS, AN ARC LENGTH OF 24.78 FEET, AND HAVING A LONG CHORD WHICH BEARS NORTH 24 DEGREES 35 MINUTES 21 SECONDS WEST, A CHORD LENGTH OF 24.78 FEET, TO A POINT FOR CORNER; NORTH 64 DEGREES 37 MINUTES 49 SECONDS EAST, A DISTANCE OF 30.00 FEET, TO THE POINT OF BEGINNING, AND CONTAINING 0.318 ACRES (13,854 SQUARE FEET) OF LAND, MORE OR LESS. SEE ACCOMPANYING EXHIBIT "A" DATED APRIL 13, 2016 (PAGE 4 OF 4) �P��G�STERE. ............................. MERLE W. MILLER ..%.....................s.. :q 5438 P MERLE W. MILL - DATE: 04/13/2016 �••�°.. s s REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5438 STATE OF TEXAS Page 3 of 4 PK NAIL OC )! » _ FND• L10 xcur FOUND IN CONCRETE EXHIBIT A 1 ;r r-I N.-6994748.5ID30' DRAINAGE EASEMENT HUFFINES BLVD. 1 I I E 2302839.6 LOCATED IN THE JOSEPH BOMAN SURVEY (80'RIGHT-OF-WAY AT THIS POINT) 11 I t 15' SANITARY SEWER ESMT ABSTRACT NO. 79, CITY OF FORT WORTH y I I VOL. 8482, PG. 1317 TARRANT COUNTY, TEXAS WATER LINE ESMT. I I DRTCT CC/D20472 094 I I OPRTCT MARINE CREEK RANCH QY I� TEMPS ESMDRAINAGE\ CAB. A,PSLID 12800 �t 5�i I C3 \ CC/D2 0 72 4285 1 _`4. DRTCT `t \\\ j�VV \ \\�\ \\\\ \ POB 49 \ 0,�� TEMPORARYDRAINA� \\ NAD83 (GRID) ESM O� \ N.6993793.1 i CC( DRTCT 2851 \� �.6 E.2303109,4 \ .1 \\ nit- ' A \ TEMPORARY DRAINAGE \\ \\ `\ `\ x 48 20 ESMT. \ \ \ \ ,► r CC/0207242847 / \\ �\\ �� \ �� r ' �� a 9 9 DRTCT y Y r� - 30 DRAINAGE ESMT. \a�E6 yk \ \ \ �� 0.318 ACRES K�cbO�RS�t \\ �\ \\\ 46 (13,854 SQ. FT.)� - T' O CAPPED IRON ROD SET STAMPED `t `t \\ \\� �+' IHAYCO REAL LTD iMYCOSKIE MCINNIS" t t \ \ 45 VOL. 14192, PG. 644 DRTCT DEED RECORDS, ` `t \ `� DRTCT TARRANT COUNTY, TEXAS I PRTCT PLAT RECORDS E#-� \ \ ` ' 44 43TARRANT COUNTY, TEXASt \ OPRTCT OFFICIAL PUBLIC RECORDS, Ipft� PO `t \ \ '�� Jf�:':7 i) MARINE TARRANT COUNTY, TEXAS \5 5 8a�Rtct •\\ j \\ CREEK RANCH VOL. VOLUME PG. PAGE uPOC POINT OF COMMENCING '�� �i \\\ <� r3 O E POB POINT OF BEGINNINGJ;- w CCI COUNTY CLERK'S 20' ACCESS ESMT. NO. 2 & 3 ¢ INSTRUMENT NUMBER VOL. 17099, PG 57 ARNEIT GA IHERII<IG, LP DRTCT 30'MUL77PLE PIPELINE RIGHT-OF-WAY AND EASEME y LINE BEARING DISTANCE \\ cc/D208201387 L1 S 2356'37" E 114.90' \ \ _ oPRrcr \ ~ ° ' L2 S 291938" E 254.43' \ — ,c - o L3 N 792228" W 39.14' L4 N y L5 N 2356'37" W 114.90' (F�MEENSERC E CNE EgtrENT H _ L6 N 643749" E 30.00' _ 7094, Pc. 908 q 770&) i° I OR L7 N 64'18'42" E 20.00' ' L8 S 15'46'03" E 992.93' MARINE CREEK RANCH C., L9 S 2735'00" E 121.79' CAB. A, SLIDE 12800 -\X N L10 S 8937'03" W 80.00' PRTCT 1/2' ORF c •lBl• LO 7 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE o Cl 1130.00' 25.53' 25.53' S 2435 27" E 1'17'40" C2 835.00' 78.46' 78.43' S 26'38'08" E 5 23'01" C3 865.00' 81.28' 81.25' N 26'38'08" W 5 23'01" m I m a C4 1100.00' 24.78' 24.78' N 243521" W 1*1727" a OF•• TF Q ;•�\s r ER•• mycoskie+mcinnis+associates FQ'•,'9 civil engineering surveying landscape architecture planning o tbpe registration number: f - 2759 '......................... MERLE W. MILLERe f°oetraean/ ee number 100000 O .. .......... — """""•"►•" 200 east a b r a m q 5438 MERLE W. MILLER APR 13, 2016 ,p �P,� ariington , texas 76010 REGISTERED PROFESSIONAL �q'•°P \°.� 8 1 7— 4 6 9 — 1 6 7 1 fSs ,.• O N LAND SURVEYOR NO, 5438 �D•.SUR`IF'y 1 a x s 8 1 7- 2 7 4 -8 7 5 7 a STATE OF TEXAS ww•. mmat0xa8. com DATE 4/13/2016 SCALE: LL— 100' DRAWN BY: MM CHECKED 13Y:—M*—y JOB. NO.:2652-06-01 PAGE 4 OF 4 \� Eala rAEL ' 1 � , \ �'/ -�L_'_L"-J—J_J .1.. 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IM 1 _o. ._._O J .l_. _ nil o.mr,rlxrtl.ltV.F'+6ri../ T.c. WA_By 1..1kR 8Il3..i ..86.' M6rOWiF • N om -am- cr:wAmr: AeA.m Aa.Fewrw m b rwr�e.xwra bnar.r.:,rwNt�e. A rv.Ev _ w.r.bor.rR.rgw4im.rr..r+.rr..aw1. aidr.bebYayae,Naerrwr4Datn.pOabNMw lmyrbAMgrriq.otlN. Mare r,r.rRlairw. a.r.vtYRewr�.tl6raI.NR9.arRgwfaaFRrwaNt SUMP INLET CALCULATIONS-FULLY DEVELOPED CONDITIONS PERC _....__ .._. CAPACSY ENT G.'pAET GAMY OI00 GUTTER CROMI DEPTH OF DEPTH DEPM'OF PERFOOT OVER HM CAPIL .._.___ ...... SLOPE SLOPE 100-YEAR GUTTER CN(AM4 (HITTER ROW GUTTER OF FLOWAT OF LENGTH LENGTH OF KET�Cabaojjy OVER RED �' wK ®r. DESNT PATH So OFTA7 RUNOFF FLOWOO CAPACRY CAPAC"CAPACITY FLOW Yo DEPT✓E55 OPENiOF M OPEINFf'LOi1P of HNO FLOW BY , PhNSE POM 137- AREA NO fIETND fTao7. FPV UNOF Cf.S, C.AC C.F.S C.F.S. FT. DN S FT C.F.SAZ G C.F.8. FLOW SL NOTES OR LE AREA ...._....._!�!..........__w_ ___k._ ......?_. ._.6....._ 2 e 9 -_ 10 11 12 13 CAIXUI.ATIONS vVIViC /I Isis DDU --- DdA 0.0050 0.02976 13.13 14.39 621 21.68 Q71 050 OA2 0.92 2 10,OD A7 000 100 PUIl4a! 15 lat,,a D5b DLB OWN 0.02978 13.13 14.38 7 .71 0.50 042 0.82 2.85 10.00 26.47 000 110 FM.E 76 E H Et 0.0070 0.25000 9.18 a.1a 62 21.58 43WA WA WA 050 0.50 1.00 3. 16.00 16.00 000 100 IXI'WY -T 9EC H 17 BW>H G2. 0.0060 0.02976. 920 t1AB 621 21.86 71 050 012 .92 2. 10.00 28.47 0.00 700 a5c,t 16 6.D1H 02b G-2B 00030 0.02BIS 14.12 11.68 Ili 21.66 N71 010 0.12 092 2A5 10.00 26.17 00 100 96Cn 19 H1 1 1 15. WA WA WA 030 OSO 100 J.00 faro 0.00 i IX4'WYE MET 0. 0 W 7.00 .00 25.00 75.00 000 700 S'xS VIeT.1Ei "� 'DEPTH OF DEPRESSDN BASED ON CRYOF FONT WI'JRTH STANDARD CONSIRUCTDN DUALS ..._ .._...._� ...-..-_._..._ _..._.._-. _. .....-._.--__...... ..._..-_ 3Z m:axrm za OM. ! IEM.wa! m.MY• I� T d Npid Adwl rr !S•r Lwry yrr ONGRADE INLET CAWULATIONS-SECTION I I INTERIM CONDITIONS �- Mrd L.K LbM6Md gbNd ULPrd SPNOr j Cdu b !S•r 6}w 4er tW3lr 100.5w iD45v C� P.t N LwIpI Pmr!!x C4r2Y Crrpr. :^I 1: 0!!Ln AIr bH Cava Bbp Y•NfMrN!Gf pelf'6t'IFbr'Vo"lFbT-6bN'br: BSM MrfN1 eSMIrwIM Aubr L!Lgbl Oftel mm m MmL f Ge1fU L!F!W Clprlb Crottle Olrp IC-92 I.Io E3v ON, Pbw'O' ft NYT I t• 11 v a A I Ont IDorm N r I ON n 1 oro a U21 a,p DN 11a oW to oiba bAm lme. OAX �1x oN o D n D o,N a a Try �, osg a ip il_ .+i 13da n 104 3= QQ of oN ti+� .o�D i,aa lia 5wM71_Ax_._._.._ b� w•ie -._... AN -.:. o]_._1 a oW41t on Ao _4_, RSaNA ooln _- Dao !1 J. - x41, uEl Al, u _ IW �) m Op 1 x 0p .�.. aA ... _ }'yam Ds) teams _.-.......0SiL _ 1 9934. 31..... 444�...i ]. _33 • >u �14. 4)3 4! -Awn... oro-..gffi. _ 34__- �o. u:.m a -'A x,,0. ..7.;Ti i.Y 7:. �6.4Z_..5215 po.._.•4u 0� to __-2e3oa ........._ ] CIA u21.0 1 O 6 1 0 3 O.ONn O]2 DAf 1 OI DIS 001m /N .0]I Op 10.n - t).N JM 14.31 H.bt Np 10351 1W p 1•W Dat 0.I II] ON 211 i]I Mea Q ! Lte MIu O10 O5T__ +600 0 5 _9.oTo�_ _D2i D 0Y 01 OOim I.a_5,,___j12 ON 213 1p a ]A! _e31 w3) p.•fi '02", 1W +6. Sp OW 1W S, -R" _,IC�_.. N I.I t.N I )N ii/ .) 1.6) 1 W •.A 10. -�� ^ ----_ F.. E"/ 100 I! 0 ' ANMAbIr YRNMVa✓•re nq'ltlabrtlliirlSnraYlDSICIY. p. 11s YSbmeOeq rretrYelNNSpaAblseaMtllaNN@p YlStrrlW3Mb5P.31 MrY DISC. �O W 'Ir -^ rc.�.rrM�im`rrs�fo.rrtn+ill.M�SS.IoIw SUMP INLET CALCULATIONS-SECTION 11 INTERIM CONDITIONS F-'1 Z a O PERC A �+ CAPACDY ENT OF NLET CARRY 0500 Tn GUTTER CROWN DEPTH CF DEPTH DEPTWOF PERFOOT OVER INTO CAPTU SLOPE SLOPE IOD-YEAR -R CROWN GUTTER R.OW GUTTER OF FLOWAT OF LENGTH LENGTH OF NL ET CepW4 OVER RED 1�1 PVMT So OF PVWT RUNOFF FLOWQ0 CAPACTIY CAPACRY CAPACITY FLOWYo DEPRESS OPENNGY Tx OPEMIGLORP Df WNO FLOW BY Y�I STATION AREA NO NLET NO FTJFT. F71FT C.F.S. C.F.S. C.F.S CTS CP.S. FT. ZONA FT. FT C.F.SIFI FT. C.F.S. C.F.S. NLET NOTES N 1 2 3 1 N 15 4C 5 S 7 S 9 10 11 12 13 11 D Et 0.0070 32.98 32.96 NIA WA WA 0.50 050 1.00 3.00 13.00 48.00 0.00 100 W V WYE NLET 12 IO GtA 0.0050 - 331 531 N21 WA WA 0.50 0.50 1.00 300 13.00 15.00 0.00 100 0X 4'WYE NLET 13 5.07111 G2A G2A 0.0050 002973 7.03 7.03 325 2133 13.71 0.50 042 0.92 235 1000 2317 0.00 100 10 CURB NLET 1/ 5.07.15 G2B GIB 0.0060 0.02978 1112 11.12 321 21.38 13.71 0.50 OA2 0.92 235 1000 .17 0.00 100 10 CURB NLET 15 N1__ H1 0.0050 15.02 15.02 WA WA WA_ 0.50 O.W 1.00 300 25.00 75.00 _ 0.00 100 1'%1'WYE NLET 18 U J7 0.0050 - _ 132 432 WA --WA -WA� 0.50 0.50� 1.00 3.00 � 25.00 75.00 O.OU 100 5'X 5 WYE NLET DEPTH OF DEPRESSION BASED ON CITY OF FORT WORTH STANDARD CONSTRUCTION DETAILS STORM DRAIN LINE W HYDRAULIC CALCULATIONS TABLE ■[ CALQME" YIimIRLi NUT oEeXN PUN! OrMM!/ bnult enoe Ym ro T�Nrd91blan �13 1D)rFAR Od U W erPAla 9PPE ale w Y2 Vt'IZG V2'Ilf vPreO M IIOL ro ELEV Yo.r ASN AL r Twrr f eu Lev of FROM PPE ANSA ANEA •r �6RN m mea 6TAigN B]AipR MT- ... 'A'.. •A' 'C -<A 'G'.. (m1tl 1 1 CMR -.1�.) OJ.) jilc.i_(cf..1 MI..�.... N31..�. 2e e ] n STORM DRAIN LINE V HYDRAULIC CALCULATIONS TABLE pU1OF....... .._. _ _-__.. ............ ___ __._.._ .. ...... .___._ _._. ..._.. _...._ PP(. ... IIOL IEA 068 tAiGIAA)lafs i 1 0ElIP1 AUNT IW TOTAL mtdOwUrbrm SrEAN 100rFAR O5 O1W YPAe6 OPPF. fila w V2 OU15 V1'l33 VY12U 1'1x0 IIGI FROM 70 V,­ 20 IEv fmin Ylem PPE utt AFEA 1brU 111•.M _ t LP811iM MB1NM IEf1Ultl b. BTAIgN eTAl10e U'A L) (n. M1 Ml 1 `;` 3n• NDbai MtrTArpD-3.-51 ].m.N hS0.N A]t H Tm )N O 1 Sp OW tEN N p m.N 1)St /i.tl N 0.015 OW6t ]batl mat] a.m Om : OA tm OW N 15.N ]am m AaA� tatl II !% ON OA OE /.b iN wm N 9Na m211 13251 Otl On mSW 11610 A.O. 6D 062 to It x111 O.p 5)t ON mIN 11> OOIS 1.n Ttl.N •W Om 0 0f0 ]521• 24.1 530E DART I.W I! t.ODW II1 104 1 IN I OV I OM I Om I AM I ON 1 1507 4MN SN ON 21W 0011 1 O.W12 I MOR I MW 1 0 231 ON tm 1OW 010 )4 i1 m2W >Nm STORM DRAIN HYDRAULIC LINE'B'CALCULATIONS TABLE .._.._........__......_._.._._...-_........-.........._.__ .._.... ............. Ot6NN VONT IXrI MlY Yn I IUIM •r dCuvUrb� IWvSAR 00 U1W a UPPS 3�. 81 1 Vt pl 'V1VM VFnO AVI2g0 fgOM IU fAEV (IUM ]I bYYN aYPAB Yawn Ae! AL ....._.......1......_ • r _.FM34'...........,�...__ ATd7;....._.......A7 AFFi;.....__..... ._ _ .T .S. ...... .�___.._. .__._...._._ .._...._.___.__._...__. ..._.-.._�.... IF91RY LI16TN1 IE1101N M F arAnw SNTIX2 •A• w u.. ! DRAINAGE CALCULATIONS I•?6S...;� L,",r _tad+... Det- i5ir-T-I IIT ti-�.M + t : 0. 0011/ t A I.la - -STD1+] .1 �S] i3m +3 aS.Si l0im 12.W DOta 29 tt ¢m I.Oa.e oto Tam axFtl t0 33 ��D,.O 061 0x1 i ip tH O.W ttW/ mtw 1tl al Im iR>t iS1.W c�IrOA+< w mum WwUNMMM�KMB ffwm��mrm—� -A WMA mulmmrMuMmm 'Mmul mum ENEE m- m . • 01 �vzmm MR mm" MmmmMmu OLZEM–Asm MR MRS —29m E", mum lHmmrmlLLm�.m ................ E;ujm�w-�� ELLM a, DRAINAGE madm�mumKEmommomm ........... —EmommazIm CALCUIATIONS H�s[w[s aw I vrrsc senor ueAw .....c... vola[a•rvso[ /y I Ann stmwc I Y,r rrn. \ �r n v wv Jr u i z'- arr rrorws�[vT wnas i aysccr ro SkxY mM SECAON B-BW 1 f i Txm d NO SCALE" ! S [ Sat'EAST a AE ee5r mQ nle rl 0 E- I; . ! ► ;�acorANDitoaof � AA, i msr.��SRa^71AE7 S V I ei e a-n eswnas-E zssezuT fL� C0.401E F -i s W Z F FOR 4fOEYA AFTER EXOAVA➢O.R I / Orc Y(M.[glr 1wW r4 /��pp w ne nsxnrtAsr ea[[oe a em y o ���... 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Au rAmn,us.w eaww+sw.wwa aEv mar .so-7r B // NO SCALE sco'riswso rcrA"E[swwaas[micinwis. aorvu un ry xorTs W V 1 x �' _._.•____�J_--_'ii!ii:!: Y —BOUIZVARD YARWne RLi7n wIX� RANCH fi_-_ A UC r10 �/C xx wAursmfsrro nsr:w[rarsr.ra-wassra.Aa�su.[s �o.rAENNIYO .0�Moua ro 7le nu rsArOv wwnQiso�`mw.mr.s ! ---- - -'' W., w;-._ ____.l i �.••^•'' i�/i i s srsra uvsn ni newosry s.sra z w neui�Jlr sr.0 r mi•r - ______ � _ I , o s[maE rro eA[r n.a.[n mE eane.eras xev�wseu:r ro �1 covucY I- m nc unury.nrclEn un Ta—�s ar � a iac.nors um aEv.mws cwsrw.crlov HAYCO tlat,REAL..;L7U __�'_ [. nwl weer Arc uwrs swu a nu. ))(muas�te sa.r [C e.t Le0U1FD nwwlw ALL w.wr[s wsJss nW w:nw1Y werer sAaw nrs Is snsoeoo. smso.nx ec rs ). cwrwscrm shwa use nwws[sE r[w _ _ Au oAn[s w Aawecrrr. io�c.ma o�u u�rcs a w�.sr SD—H M `' _ - mlmla ion .. .. . no :..::.... no ,..ww�I _.... .......... .. �..:. .. 766 ......:. .....,. .._.. .._ .......... ....... _. ..,..._. .. kt _..._._. _ .. ....x...... .. - 7E6 — .... ... ....,.. ..... w ? _ .< .. R. Yl,ttlb/ N •LP .... tNl' .. ... �/•' _- Mucr s7Fee•a ...... :.. AIC*RT RM ...._._. r ": .. _.. ....:. ..., .... puw[r. ♦Yo•ur .-t1'XWQ7 — .._......-.._........... - -............_ _...._ - ........_.... .............. — (r Rrr- — 716 *A 714 wv.as omP . __ ... aa's0ou .. ... sar ovular, ..: N�[Leg9o+► ... :: # .. -H PIAN :7 SD PR P'LLE .. ... .'.' ...:.:. . .... ... O ..... .. ... ........ . .. s.. .. .,.. .. .. h ............ ... ._. ..... ...., _...... ,. 38 m Ir00 H50 SrW NOO /5rP5 N00 owawrosw[ .nn we c�,J, 4, /<< firr•�, or, M 1 e i mow. i rM6^.SIaY 6rAN x far HAYCO REA11Y,LTO -` VOL. RTCT 611 IMO°.sRMII MAF YIIEr r" ... r� ------------ _-I `.. .. MRI T �I.OasT� mo m� ". ^��. ��. _ SEC1l A _V1.2'1 earwrmne arraroer aoeM naawr[]lrlenaa_ --- { r -- -------- L._9��yr tl : �""►. 1 NO SCALEA �] ¢arrrA m vreErs !a-wAass cpCe�[aaiorrr nv rErtE r--I �? a.M sx a nc ceacsE a arossnc [z X __ --_- .. s.0 Ise vr.ra a a.aa•Ma. u!EAsr v rR[wsr mz aF Mr rl O E-A 6aRltcr 10 R 754 �7-�p- _ 'cr�'-;- --- _ ]BS BO �' a'�:w.racruea Pm rsr m a r-auu nao sAuu uMozx. 1�1 IZ+'' .� I i 1 -�dd Li7'rl•'lf - '::S"- "=` r^^ a wncw Me msrre smMr wrxvarr "^0 eJ-rl as„na.s-c uuua Mil Q•r �Nil r w6TAu tb'al£ - .. _ ^ ^`\\ srsrrAr u!M nc wa+osm srsrd a w 6EV.Ilan• W Ir--1 y E'+ )d1.60 ^__._. -_^ _ \ ��ac rq CA•L 9MY0 rK a YBMrLMr 4l =--�--„ - RM lEA[KEYS wL Slee W O a --► r ..i=�.—_� ....^ ^��Jl ��! \ nwrrr ro aonm+r M� J AAM a]Q SfrEMR rd®r wlr6r aaaW!sr aw Wnrpt ear.a GW.lx y �� �. _ w.e-3—�-�-�� ^` r ^' _.. ._ � ^^^^� \\ �� ro.•wme us'r wn ua�ar eoe FSI Fr O Y a sorer mAw we Asrrs srAu a Iw r cMnnau aAAec cwnr Mo.„nrt \ \ wa m n.a o!Au aM�s uM[ss m w a a ra a7 xssm rAE r Ey \ MM IR a SnEa�Ru avMo ME fA�T aw _ ADN-N aa9lela]E rJ6Ala.] wlw�cniw!s ow rov aev raar 1'_'1 h+i � G4 I M/fAVC/1EIEAPR31 :� \����^^.�`-:p`^^.^ - \ � •. rswfAu uerrvwllES. Ml-+i r� A Ewsmlc urwm Dara rs IMOMom z V 1 _ E.—iiw ace N.Maua+Ms RANCH a saaiw Al Acasramr as ~ X77 / I 1 4 i A rf fle TY I i /aP KQCTAT AF/ER VOCAMRON 4i COVECT TO 2Y dwB our e \ \`` xnnaM aSSHrts aha arras aar �l I Fr � .� ,� ry• s\\�� ^^:\. MrAcia:°v'ii srr°A.ui era an n �`4 it \ r rx'.d awe WT lUfT/1R is^^^ cw:n r1pPiE�u1.u�ssrcrvrtn%vv MAROM CR$RANCH ,r ] rwron m cwsmucrra. [rrva ^. � '. •^'• vwr nays ioc.m„s axo rroas .. \� rr�enaw s�sswE.r.�irs Mnsrv. torr A[vovsrs ros sxoAsc.ra rrsrc ururo ro ttncr.A:[tact nous�urur6 a maA.As SD—J `'` "� .._. ._ ..... .. .:_ .:.... ..._ .._. ...:Ra + S6r6arr6 766 ...... .... ..... _ ....... ......:.. .. ..,...._.......... ... .........,. .....-........... .., .. ......- 766 ... _. ... pp _ .. .. R .. ..,.. _.. Ap6tr♦ swig' .._6 - _ 760 .:::..., .... .... .. 6[HdRi 4. ... 760 .. .:: __.. ... .. ... W. ,71 2196 ;-iO f[i ._ _ tf. 66a6• .. _ lab _ R eAew ... .. ...... .. ...... naotcr aAaAme x ....... .. ..._.. .:.. :..... ......... M1-^ __ .......... u . 75 ...... v. n-..... _. ..... .. .. ... ti 'REC 750 — ......._.... ;....:.. 9:.�.lOrek. e _ ... ........ .......... ......... _ .... _ ._... ._.. ........ .. 766 sA 7++,a .......... Ams.-ad6't i� 765 w— ....._SY.p,72t...;....g : _.....:... u.#OF.IA..... ... .'........ ......! .... ......_. _... ... ... sat tartar -:. .,. i $U PROF178 i. .. .. ....... .....i.... ._ _«..... .. ._..,. ...»......._ .._.a.. .. ,.... ....... ... .._... .. . ._. ... .. ..:::. 7 _... ....._ ;:... .:::- ........ ss J-.._. .... ,...... _ ,.. .... .. _...._ ..... ....... :_...... ..:760 .. .. .. ...- ..... .. i .... _. .. .. .....Y. - .... ... tau iza 766 .. ...........: .:: .....,. _ _'.:. .. ... .:.. .736 37 1e66 wao Jaa6 w00 w o r+60 766 et66 vr66 w66 mrnnwr — /L Exhibit "C" CITY OF FORT WORTH DRAINAGE CHANNEL 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. Silt shall be removed and the channel returned to original lines and grades shown on the approved engineering plans. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the channel. Disposal shall be in accordance with federal, state and local regulations. Drainage 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 MAINTENANCEANSPECTION • 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 channel bottoms and replanting to prevent the sealing of the channel 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev.7/2006 Exhibit "D" Drainage Channel 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 Channel 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 Storm Water Quality Structure Type of Storm Water Quality Structure Structure type and Condition Condition of Rip-Rap Condition of filtration system DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev.7/2006 Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11 Rev.7/2006