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HomeMy WebLinkAboutContract 47222 DOE # STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of 2015, by and between OLEANDER INVESTMENTS, LLC, acting by and through LANG PARTNERS, LLC, MANAGER, 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 0.055 ACRE (2,385 sq. ft. — West Tract) tract located in the WILLIAM WELCH SURVEY, ABSTRACT 1644, Tarrant County, Texas according to the deed recorded in Instrument Nos. D213314264 and D214204585, 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 LOT 2R BLOCK 1 J.N. BROOKERS SUBDIVISION OF BLOCK 11 FIELDS WELCH ADDITION, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and r STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 12/29/2014 WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.12/29/2014 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. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement,performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.12/29/2014 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 FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.12/29/2014 [SIGNATURE PAGE FOLLOWS] " /Executed this day off "' °2015. Landowner City of Fort Worth OLEANDER INVESTMENTS, LLC BY: LANG PART,NE S,,,LLC MA AGE M.. Name: DIR � OUDT Fer"ando-Costa Assistant City Manager Title: MANAGER Approved as to Form and Legality Assistants ty Attorney , ATTEST s /,� .. City'S l U STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev.12/29/2014 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on 0 00. � �. by Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth, NGER MY CCMMIS)SIO i!`��;PIRES Notary Public, State of Texas STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority on this day of 204personally appeared Dirik Oudt, Manager, known to me ti5 be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of Lang Partners, LLC, Manager of Oleander Investments, LLC, and that he executed the same as its Manager and as the act of such Oleander Investments, LLC and for the proposes and consideration expressed in the foregoing instrument. a7 otar/ Public, State of Te a� My � A i102, 0 IF. IilmlmliplpllMlllll0100101IIloaNwPYNA1tW�yW,rvumrvymWnWinllw,xwluowiWaMlfpf101@ W�IIIMOiAPurmlLLM^uuw!WmmNUttnmBi/.'d6*u-m/ml' hM,l H 1 I r STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.12/29/2014 EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.12/29/2014 Wd STORM WATER FACILITIES MAINTENANCE AGREEMENT AREA BLOCK 1 J.N. BROOKERS SUBDIVISION OF BLOCK 11 FIELDS WELCH ADDITION CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING 2,385 SQUARE FOOT (0.055 ACRE) TRACT OF LAND SITUATED IN BLOCK 1 OF J.N. BROOKERS SUBDIVISION OF BLOCK 11 FIELD-WELCH ADDITION, AN ADDITION TO THE CITY OF FORT WORTH TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 204, PAGE 38 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS, AND BEING A PORTION OF LOTS 2 AND 15, AND A PORTION OF THE ADJOINING 8' ALLEY DESCRIBED IN DEEDS TO OLEANDER INVESTMENTS, LLC AS RECORDED UNDER COUNTY CLERK'S FILE NO.(S) D214204585 AND D213314264 OF THE OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 5/8" IRON ROD SET FOR CORNER AT THE INTERSECTION OF SOUTH RIGHT-OF-WAY LINE OF WEST ROSEDALE STREET (VARIABLE WIDTH RIGHT-OF-WAY) AND THE EAST RIGHT-OF-WAY LINE OF HURLEY AVENUE (CALLED 50' RIGHT-OF-WAY), SAID POINT BEING THE NORTHWEST CORNER OF SAID LOT 2; THENCE NORTH 89* 36' 56" EAST DEPARTING THE EAST LINE OF SAID HURLEY AVENUE ALONG THE SOUTH LINE OF SAID WEST ROSEDALE STREET FOR A DISTANCE OF 75.95 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 89' 36' 56" EAST CONTINUING ALONG THE SOUTH LINE OF SAID WEST ROSEDALE STREET FOR A DISTANCE OF 57.75 FEET TO A POINT FOR CORNER; THENCE SOUTH DEPARTING THE SOUTH LINE OF SAID WEST ROSEDALE STREET ACROSS SAID LOT 15 FOR A DISTANCE OF 41.48 FEET TO A POINT FOR CORNER; THENCE WEST ACROSS SAID LOTS 2, 15 AND 8' ALLEY FOR A DISTANCE OF 57.75 FEET TO A POINT FOR CORNER IN SAID LOT 2; THENCE NORTH ACROSS SAID LOT 2 FOR A DISTANCE OF 41.10 FEET TO THE POINT OF BEGINNING AND CONTAINING 2,385 SQUARE FOOT (0.055 ACRE) OF LAND, MORE OR LESS. OF ---&&J11141----------- ....... )hE F� DAVID PETREE REGISTERED PROFESSIONAL .................... LAND SURVEYOR NO. 1890 D ID E , .6 ..... ... 80 1,890 su SHEET 1 OF 2 BLUE SKY SURVEYING STORM WATER FACILITIES &MAPPING,CORPORATION MAINTENANCE AGREEMENT AREA 11015 MIDWAY ROAD DALLAS,TEXAS 75229 LOTS 2 & 15, BLOCK 1 PHONE:(214)358-4500 FAX:(214)358-4600 J.N. BROOKERS SUBDIVISION 9p R V'NG&MPS DRPETREE@BLUESKYSURVE'dNG.COM FORT WORTH, TARRANT COUNTY, TEXAS TBPLS REGISTRATION No.10105700 DATE: JULY 10,2015 I - I SCALE: 1"=60' F:\ROSEDALEOLEANDER2015ESMT1 WEST ROSEDALE STREET (VARIABLE WIDTH RIGHT-OF-WAY) POINT OF BEGINNING S.F. -0" AC.) POINT OF COMMENCING 1111 STORM WATER FACILITIES N 89 '5f" E MAINTENANCE AGREEMENT AREA 18 N 89*J656"E 7.75 75.95' 77. IGO.0' 59�B' 48.1' 518 5.I R. 100.0, LOT I-R, BLOCK 1• LOT 15 NORTH . . . . SOUTH SEIDELLS SUBDIVISION OF BLOCK 12 BLOCK 2 41.10, 41.48' FIELD'S WELCH ADDRION J.N.BROOKER'S SUBDIVISION V.388-47, P. 149-150 VOL 204,PG-38 MRTCT LOT 2 LOT 15, BLOCK 1 OLEANDER INVESTMENTS, LLC OLEANDER INVESTMENTS, LLC INST. NO. D213314264, INST. NO. D214204585, O.P.R.T.C.T. T �57.70% O.P R.T.C.T. 100.0, 100.0. 100.0• LOT 14 LOT 3 LOT 14 BLOCK 2 J.N.BROOKER'S SUBDIVISION o OLEANDER INVESTMENTS, LLC b b OLEANDER INVESTMENTS, LLC VOL 204,PG.38 MRTCT INST. No. D213314264, INST. NO. D213314264, O.P.R.T.C.T. O.P.R.T.C.T. 100.0• LOT 13 UJ BLOCK 2 J.N.BROOKER'S SUBDIVISION LOT 13 LOT 4 VOL.204, PG.38 MRTCT OLEANDER INVESTMENTS, LLC OLEANDER INVESTMENTS, LLC INST. NO. D213314264, INST. NO. D213314264, z O.P.R.T.C.T. O.P.R.T.C.T. UJ u- UJ > 0 Q LOT 4-R, BLOCK 1 1 100 S"GELLS .0' 100.0, SUBDIVISION OF BLOCK 12 F- D I I FIELD'S WELCH ADDITION LOT 12 LOT 5 LOT 12 Z -0 V.388-47,P. 149-150 BLOCK 2 BLOCK I v BLOCK I J.N.BROOKER'S SUBDIVISION 204, PG. 38 MRTCT b J.N. BROOKERS SUBDIVISION b Uj;I1- VOL J.N. BROOKERS SUBDIVISION >- i-. 7 OF BLOCK 11 OF BLOCK 11 Lu u) 00 FIELDS WELCH ADDITION a0 FIELDS WELCH ADDITION VOL 204, PG. 38, P.R.T.C.T. VOL 204, PG. 38, P.R.T.C.T. -c' 100.0' < 100.0' 100.0' D C7 W BLLOOTCK' E.F. LOT 6,BLOCK 1 J.N.BROOKER'S SUBDIVISION LOT 6 LOT 11 SEIDELS SUBDIVISION VOL 204,PG.38 MRTCT OF BLOCK 12 FIELDS WELCH ADDITION OLEANDER INVESTMENTS, LLC OLEANDER INVESTMENTS, LLC VOL. 106,PG.26 INST. No. D213314264, INST. NO. D213314264, O.P.R.T.C.T. O.P.R.T.C.T.R.T.C.T. 100.0, 100.0 100.0 LOT 7,BLOCK I LOT 7 FIEL DE.F. SEIDELS SUBDIMSION b LOT 10 0 SF BLOCK 12 WELCH ADDITION OLEANDER INVESTMENTS, LLC OLEANDER INVESTMENTS, LLC VOL 106, PG. 26 INST. NO. D213314264, INST. NO. D213314264, O.P.R.T.C.T. O.P.R.T.C.T. LOT 9RA BLOCK 2 - 100-0 J.N.BROOKER'S SUBONISION 1,, 100.0, 100.0' VOL.388-182,PG. 61 IARTCT��. i LOT 8 LOT 9 E.F.LOT 6,BLOCK I SEIBE,SUBDINISION OF BLOCK 12 OLEANDER INVESTMENTS, LLC b OLEANDER INVESTMENTS, LLC FIELDS W '4 INST, No.VDE213314264, VOL ELCH ADD-ON INST. N D213314264, 106,PG-26 O.P.R.T.C.T. O.P.R.T.C.T. 52.0' Imo, 100.0, 01 DER STREET b ------------------------------ (26' T-OF-WAY) OF ............. MAP TO ACCOMPANY METES AND BOUNDS DESCRIPTION .... ..... ..... 0 0 30' 60' 120' ...�E.T.R.E.E­ A 60 V DAVID PETREE OEM-- REGISTERED PROFESSIONAL I LAND SURVEYOR NO. 1890 GRAPHIC SCALE. 1"=60' u 04 SHEET 2 OF 2 1 IE BLUE SKY SURVEYING STORM WATER FACILITIES &MAPPING,CORPORATION MAINTENANCE AGREEMENT AREA 11015 MIDWAY ROAD DALLAS,TEXAS 75229 LOTS 2 & 15, BLOCK 1 PHONE:(214)358-4500 J.N. BROOKERS SUBDIVISION Z". FAX:(214)358-4600 ING&013 DRPETREE@BLUESWSURVHNG.COM FORT WORTH, TARRANT COUNTY, TEXAS TBPLS REGISTRATION No.10105700 DATE: JULY 10,2015 SCALE: 1"=60' FAROSEDALEOLEANDER2015ESMT1 B NOTES: 1. ALL INTERIOR CONCRETE SURFACES(WALL,FLOOR&CEILING) OF VAULTS SHALL RECEIVE INTERIOR CORROSION PROTECTION (EXPDXY LINER)PER CITY OF FORT WORTH SPEC.SECTION 33.39.60. 2. ALL CONSTRUCTION JOINTS IN CAST-IN-PLACE CONCRETE q� VAULTS SHALL INCLUDE WATER STOPS. O FL 613.70 N h FL 614.00 x 2 `6 oa �r o 2' Q RG A RIM=626.50 1 INSTALL 2410 GRATE FL 613.60 FOR OVERFLOW AT TOP OF ACCESS MH (BASS & HAYS BH-400-24G GRATE & RING) SEE INSIDE TOP OF DETAIL THIS SHEET VAULT=ELEV. 623.00 INSTALL: TRASH RACK 12" STORM BMP SERIES BY PLASTIC-SOLUTIONS, INC" FL 620.00 0.83' 10.08' 0.83' 10.08' 0.83' Ln N v 1 REINFORCED CONCRETE VAULT PER TxDOT 'VC-10-7" MOLT. BOX CULVERT DETAILS END WALL TO BE CAST MONOLITHIC WITH LONGITUDINAL WALLS 0 F- Z 1 11 T W W W a w Q F- VOLUME REQUIRED=7,287 C.F N ro �FL 614.40 FL 614.40 o 0 I co 0 c5 STORMWATER FACILITY DETENTION VAULT- MAINTENANCE AGREEMENT 4 WEST BUILDING EXHIBIT B o THE CITY OF FORT WORTH, TEXAS «Qa�ma r.su;� CAT 72- 2z F=9n . IES-CLARK °T"`n-3)"5� DESIGN DRAWN DATE SCALE NOTES FILE NO. O CCA CCA 06/11/15 1'=6' OBh004 1 OF 6 ELEV. 626.50 WEST ELEV. 629.00 EAST ro 4' D1A ACCESS MANHOLE o TO COURTYARD GRADE ELEV. 623.00 WEST ELEV. 624.50 EAST 4' _ WALL OPENING BETWEEN CHAMBERS i� d SECTION B - B - WEST & EAST BUILDING 21' 0.83' 10.08' 0.83' 10.08' 0.83' 0.83' ELEV. 623.00 WEST ELEV. 624.50 EAST o W � I Q Z BOTTOM SLOPES I� Li W EAST TO WEST w C� Q 10.67' Li Q o' SECTION A-A - WEST & EAST BUILDING O ° I ° 0 STORMWATER FACILITY MAINTENANCE AGREEMENT ° EXHIBIT B I THE CITY OF FORT WORTH, TEXAS O . 146Q 0Q .,D T.Sute V GATES-CLARK Otfm:9)2PE)F-l)519tR9�16P DESIGN DRAWN DATE SCALE NOTES FILE NO. / CCA CCA 06/11/15 i'=5' 064-004 2 OF 6 73 S" (22mm LIFTING HOLE X1 13f 16 ( 52mm) RAD 1 1/4'[32mm] I 6 1/2-[163mmj q V,. 25mrn] 1' [35m1n] Ll 1/4" [32mm] 2J"[B10rnm] T MACHINED BEARING SURFA0E 1 11-C [32mm] '] F I �1" [25mm] 1 1/ ' [32mm] 1 1/4" [.32mm] 4 2 1/2"[64mml �` 1/4'[¢mm]J —� -.J L1'[2�mmj 26' DIA 2 1/2" [660mm] [63mm] 24 1/4- D lA [61 6mm] 6' o [152rn m] w ' 1~ W 72 tie° DIA BH 4OO-24 G UJI [5f2rmml] 31'° DIA COVER: 190 LBS 86kg a < [7B7mm] w FRAME: 225 LBS 102kg � 3/4 UNI7_ 415 LBS 169k-9 3 RING SECTION [19mm] 0 In 0 MANHOLE GRATE DETAIL 0 0 1 0 o STORMWATER FACILITY o MAINTENANCE AGREEMENT 0 1 EXHIBIT B THE CITY OF FORT WORTH, TEXAS 0 . m:9 DO ,Te 75L5 V) CATES—CLARK Olfim:9R-M[22 F=M9 162] DESIGN DRAWN DATE SCALE NOTES FILE 140. D CCA CCA 08/11/I5 N.T.S 064-004 3 OF 6 StormRaxTM FLAT ROOF RECTANGULAR RACKSIWEIRS (STANDARD SIZES) DIMENSIONS IN INCHES HDPE STRUCTURAL PLASTIC BY B C PLASTIC SOLUTIONS,INC. 1 i � HOST STRUCTURE INFORMATION [ PART NUMBER A •sI I LENGTH ` '•1 I. WIDTH WALL THICKNESS(REO'D) OUTSIDE RADIUS(DIAMETER/2) It .•.•:.. ...•. •I �� I'•: AVAILABLE OPTIONS 1 I 'C CHANNEL STEEL CROSS BRACING t '" I• REMOVABLE ACCESS HATCH PLAN VIEW SIDE VIEW HDPE ANTI-VORTEX PLATE Width (A) 113/8 1163/4 221/8 1271/2 j 32 7/8 381/4 1435/8 1 49 1 543/8 1593/4 1651/8 O CODE 1 02 1 03 1 04 1 05 06 1 07 1 08 1 09 1 10 1 11 1 12 3 0 Length( B) 11 3/8 163/4 221/8 271/2 1327/8 381/4 1435/8 49 543/8 593/4 651/8 H CODE 02 1 03 04 1 05 1 06 07 1 08 1 09 1 10 1 11 1 12 m Height(C) 71/2 1 127/8 w CODE of 02 Flat Roof(FR) Width(A) Length(B) Height(C) Q DATE: � Plastic Solutions, Inc. CUSTOMER: W a� PO Box 4386,Winchester,VA 22604 DRAWN BY: F_ ¢`° a 238 McGhee Rd,Winchester,VA 22603 Q "`°`°'°°° (877)877-5727 hone 3 P PROJECT: APWD BY: (540)722-2219 fax http://%vww.plastic-solution.com DETAIL: O H O O I d• CD O c� 3 STORMWATER FACILITY 0 MAINTENANCE AGREEMENT ° EXHIBIT B CD THE CITY OF FORT WORTH, TEXAS O . I190DO11f TDrt73S ffrJ / I✓CATES—CLARK Q'ZMR'sI2' N O[r,_72-5-EF37S197L9 IQ7 O DESIGN DRAWN DATE I SCALE I NOTES FILE NO. D / CCA CCA OB/1t/i6 N.T.S 1 4 OF 6 t— ` DISC7e11BP. �u In(s s orwar°Ia Wr °y M' s Ergfneer lrq Grocftu ix 2i o =y,t4n0ttsfaa0e T DO(for mY 6 oess M+otna over. I r °r osopeer Ilt.yafrac Its Vse. T H T NUMBER OF SPANS u i�r1----- i Tyol iron y3 T° NI u� -i IN size r �1 - - u 1 m ol �' s` ,,, m =i6 ` z ITrw Z 'J_ \ ;II j Uswl slz c - P° 0,1 -------- ----------- - cl o c O jm — ------------ - ------ o D rn I —mot 1 1 I i I Ij _Y_ ;o..I L 5 I I S 1 S 1 m _ - Z J n - V1 z —� m rn - o N O - --- "--- ---- -- - X i ' N m x _ - - ms® _ _ -- m= o - --- = °w wig " _ �! sip _ o 16111 661 -p 1. 81­1�:31. 1. 01 - z No W m = _ _ m ° nP m�� O3o — olio nNe10'+t aS W -- - ° o CD ti Nj I j 'In c? g o co:' - - - - - - - n i= r D rzyC O j€ it o0 r mm uo> LA i S --- -- -- - - o ,F+ N jai O - o O to 0 STORMWATER FACILITY o MAINTENANCE AGREEMENT 0 �I EXHIBIT B to THE CITY OF FORT WORTH, TEXAS / ISSD00uorvm Drix.SOiIC XD CAT ' —CLARK D[Eia:97LW-UTF-1=9T2930.162T �PE O DESIGN DRAWN DATE SCALE NOTES FILE I NO. D CCA CCA a6/I1/Is N.T.S 064-004 5 OF 6 Q' p 0< rn 0 Ad cl 4q F-M L4 i Of I T (1) C) Z� If z Z 0 z 5 IL tn't z < CP + o't 0+ +C, C, j L4 o < (n n LAJ F- 0 -co j j .1.......... ----------- EMERGENCY VERFLOW TOP OF GRA7f 6265 4.91, IPROP 0—, E I t ---------..- --- - -- ---- ------------- --------- 625 625 Y 0 Ow ------ TE 6 CONNECTION I ROM ----- ----- - ---- -- ----- -------- --------------------- ----------------------------- 620 620 ------ ------- ---------- umT.-i mouk/ _T_ ---------- - ----------- -------------- ------------ -4- -------------- ---------- ---- -- -------------------------------- ------------------------------------ -------------- ULT 601,16 7W 615 615 1 40 ISr.GROUND\ll 18" ON .......... ...... ....Mill _1_7 --------- ------------------T---------- ---------- -------_4 -CAL.--=E --------- �Pllop PE BOLTED P17 T E j ;TOW I TO UAVT � ,OPENING TOO 2 SF R 544 M17 ASH PACK Q.--3 01 clip max Ij 7—R , ... ...... .. D S= .0059 1p NJ EX ll�- RCF EX I V= Aj fps ............ ---- -- ---------- ----------------------------- ------------------------------------ ----- --------- ------------------ ---------------------------- j 38 ----------- f V I I fps fs ------------------ ----------------------- ----- -------- --------------------------- ---------- --------------------- --------- 4.-2 LF 1 CLASS ------------- c I z - ----- 88, LD =_ W i i UJI UJI < T ----------- ------------- --------- ----------- ------ -----------------------—--------- ---------I--------------------- ------------ ----------- ------- ----- ---------- cq L c 0 I � �7 -------- --------- ---------- ------------------ ------------ ----------- --------- —--------- ---------- 0 If if i i N-00 co i i co i CN IN Um — i I -------------------- r---------r- -- - ------- -___­__ 1 ------ ----------- --------------------t----------- 4-------------I---------- _j 4 .0 T LIN r T �TD f% L—Cl-N-0—T STORMWATER FACILITY i - MAINTENANCE AGREEMENT ai� =11.70 U�AtN I 1�,N TOP 61171 ImSTAL T EXHIBIT B THE CITY OF FORT WORTH, TEXAS 2-�-M2 F=972-�Jltir _ _t----------- 116111CATIES-CLARK TDPE F-375t T t t DESIGN DRAWN DATE SCALE NOTES FILE I No. CCU CCA 08/11/15 N.T.S 064-004 6 OF 6 j I- 4---- --------- WEST TRACT- LANG OLEANDER MF MODIFIED RATIONAL METHOD - DETENTION ANALYSIS AREA = 1.67 ACRES, C= 0.7 Steps-iSWM Hydrology 1-Year 10-Year 100-Year tc (min) 10 10 10 i(in/hr) 4.06 6.85 9.24 Qa(Equation 1.26) (cfs) 4.75 8.01 10.80 (limit to 8.01 max) a (from Table 1.18) 95.835 203.93 322.07 b (from Table 1.18) 13.425 21.09 24.388 V r,(Equation 1.27)(ft) 896 1555 6055 Peso(in) 1.77 3.45 5.43 Td(Equation 1.27)(min) 14.8 18.7 29.3 Ptd(in) 1.00 2.13 4.51 Vmax(Equation 1.28b) (ft) 1585 2513 7287 USE FOR OUTFALL ORIFICE OPENING Outfall Outlet Size from h= 1.85 feet-Area of h=2.93 feet-Area of h=8.60 feet-Area of Detention Vault Using Opening of 18"Outfall Opening of 18"Outfall Opening of 18"Outfall Orifice Formula Pipe=0.62 sf or 6.88" Pipe=0.83 sf or 8.6" Pipe=0.52 sf or 5.44" Q=cA(2gh)112 depth at bottom of depth at bottom of depth at bottom of c=0.7 and h based on pipe using restrictor pipe using restrictor pipe using restrictor volume max plate plate plate The west tract consists of 1.67 acres and is shown in the TxDOT plans to have a runoff coefficient=0.7 and an intensity of 6.85 in/hr with a time of concentration = 14 minutes for the larger tract. This calculation allows a runoff of 8.01 cfs from our site.The flow from our detention facility will be limited to a maximum of 8.01 cfs for each storm intensity design. The connection point for the new detention facility will be the 18 inch Lateral No. F-6 to the existing grate inlet No. F-10 at the southeast corner of W. Rosedale and Hurley Street. The existing 18 inch lateral at a 13.8% slope and the downstream 24" lateral at 1.56%slope each have adequate capacity to carry this flow. Revised 05-04-2015 0 1 l rra sex@ IL4:pom 4jo=l *N; 1h. japuealo 6ue mw#A agu§ g MN It 2 fri Y ui M 1M i7 I IMM q'T All t. FRI FrL, ■ V 'Ok -3-0—N3A%f 13-1unH E Sexa-L lq:pomhod JaPU2@10 6U2-1 Ln MIX tt 2 ZD Ott .1 i�l I ill 11"M 11, 9 gw E lf-rE k- 119 i slalfig i H.I pill 11! df egg fill I IM EF v Is I K, al.ei 9 91 It.i lot lo 34 fin p9; BIB 3d Pill Ol PE TO D pop. io1#10: 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. Silt shall be completely removed from the detention vault structure. 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. 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 Rev. 12/29/2014 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 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 Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Rap STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.12/29/2014 Condition of filtration system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.12/29/2014