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HomeMy WebLinkAboutContract 46691 CRY SECRETARY ( I ' CONTRACT NO. �P I DOE # 7189 STORM WATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT,made and entered into this day of „ byao d fki O15or1, betty Roman Catholic Diocese of Fort Worth, acting by through i�- s.1.-`.' - u�t�s lam##•Bishop of the Catholic Diocese of Fort Worth, 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 31.316 acre tract located in the J.BOWMAN Survey, Abstract NO. 79 and W.DEAN survey, abstract NO.436,Tarrant County,Texas according to the deed recorded In Instrument no. D210130370, 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 SAINT THOMAS THE APOSTLE 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 M the confines of the Property;and C-) M M WHEREAS, the City and the Landowner, and their successors and assigns, agree 0 n 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 C= portion of the Property; and CA 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 1 STORMWv. ATfT E2 FACILYMAlNTENANCEAGREEMENT OFFICIAL RECORD S CITY SECRETARY FT.WORTH,TX more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: I. 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 citizen complaints. The City shall provide the Landowner, its successors and STORM WATER FACILRY MAINTENANCE AGREEMENT 2 Rev DW10=12 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 convect 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 COVENAN'T 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, STORM WATER FACILITY MAINTENANCE AGREEMENT 3 Rev.09110/2012 LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR(3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [SIGNATURE PAGE FOLLOWS] STORM WATER FACLITY MAINTENANCE AGREEMENT 4 Rev.09110!2012 Executed this � � day of Pq) 2014. Landowner City of Fort Worth f_ Name: iiichsel F. Olson, S.T.D. Fernando Costa Assistant City Manager Title:Bishop of the Catholic Diocese of Fort W Approved' as to Form an ah 'oy Rev. Karl Schiiken,Attomey4n-Fad Assistant City At mey C�•3u►c for Michael F.Olson,STD, Bishop of the Catholic Diocese of Fort Abrth 0 R r ST °° O E- ecretary -\ W°000000 V 'EXP NO M&C REQUIRED STORM WATER FAC1L"MAWTENANCE AGREEMENT OFFICIAL RECORD 5 Rev.W10=12 CITY SECRETARY FT.WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on by Fernando Costa, Assistant City Manager of the City of Fort Worth, eh�al f of the City of Fort Worth. TRIKINYA L. JOHNSON Notary Public,State of Texas ?h€ My Commission Expires Notary Public, 91tateOX as April 17, 2018 STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority on this �[ _ day of lam oa,vilI , 20_ff, personally appeared 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 '14 0 t0 caa.6 4 Ph f" t JOL h-, and that he executed the same as its K. (br' M, bju� and as We act of such and for the purposes and U consideration ex in the foregoing instrument. ' tsk� k' � t v�•� Not b c, State of T as r'� = JOY HOWREY NOTARY PUBLIC State of Texas :' Ci fi' Gor1tt1►,DcP.01`21-2017 STORM WATER FACILITY MAINTENANCE AGREEMENT t) Rev.09/10/2012 Exhibit A Storm Water Detention Facility J. Bowman Survey, Abstract No. 79 Fort Worth, Tarrant County, Texas Page 1 of 2 BEING a 1.531 acre portion of that certain tract of land conveyed to Kevin W. Vann,J.C.D., D.D., Bishop of the Catholic Diocese of Fort Worth and His Successors in Office according to the Special Warranty Deed recorded in Instrument No. D210130370, Official Public Records,Tarrant County, Texas, and being more particularly described by metes and bounds as follows (Basis of bearing being State Plane Grid as established using GPS technology in conjunction with the Texas RTK Cooperative Network); COMMENCING at the southeast corner of said Catholic Diocese Tract in the west right-of-way line of Bowman Roberts Road (50' Right-of-Way),from which a found 5/8 inch capped iron rod marked"JACOBS"for the northeast comer of said Catholic Diocese Tract bears North 00°16'07" East, a distance of 1000.07 feet; THENCE South 89°35'13"West, with the south line of said Catholic Diocese Tract,at a distance of 0.58 feet passing a found concrete monument in the north line of that certain tract of land conveyed to Oncor Electric Delivery Company, LLC according to the Warranty Deed recorded in Volume 2103, Page 290, Deed Records,Tarrant County, Texas, continuing with the common line between said Catholic Diocese Tract and said Oncor Tract for a total distance of 7.97 feet to the POINT OF BEGINNING of the herein described tract; THENCE South 89°35'13"West, continuing with the said common line, a distance of 315.73 feet to a point from which a found concrete monument bears South 89°35'13"West, a distance of 524.08 feet; THENCE North 00°24'47"West, departing said common line,a distance of 50.00 feet; THENCE North 42°26'45" East, a distance of 85.00 feet; THENCE South 89'48'56" East, a distance of 142.00 feet; THENCE North 43°04'31" East, a distance of 59.00 feet; THENCE North 00°09'10" East, a distance of 375.00 feet; THENCE South 89°37'49" East, a distance of 78.00 feet; THENCE South 00016'50"West, a distance of 527.59 feet to the POINT OF BEGINNING and containing 1.531 acres or 66,671 square feet of land, more or less. j Q•''G STE Jo a D. Wargo Date � R istered Professional Land Surveyor No. 6391 ..... ........... .•••••• •••' JOSHUA D:•�NARGO . . x..........6391 � �•'o��FESS��aP�Q' qNa sugv o Baird, Hampton & Brown, Inc. Q L:1e Engineering & Surveying 4550 SH 360 Ste. 180 Grapevine,TX 760.51 Tel:(817)251-8550 Foz:(817)251-8810 w"thhinc.com FIRM REGISTRATION NO: F-000044 / TBPLS HW FIRM 10011300 / TBPLS GV FIRM 10011302 'ng• vrvey 1 mart APw vnq t mnr m/nage +mr. y o 1 .1 'f A PlotW by Cmdj�Hon,RPLS Pki DaW 21191201510:57 AM EXHIBIT"A" INSERT LEGAL DESCRIPTION SEE ATTACHED STORM WATER FACILMY MAINTENANCE AGREEMENT 7 Rev.D9/l012012 N Exhibit A Storm Water Detention Facility W e E' E J. Bowman Survey, Abstract No. 79 Fort Worth, Tarrant County, Texas Lot 53 sr•cuvm.m.e Lake Hollow s Page 2 of 2 '" coq-adaa S 89037149"E Lo<s2 78.00' C�mpoHntiian Lot 51 L 0 100' Late Houow 0 - corpond- SCALE: 1"= 100' Lot 50 Lake Hollow aM a Legend Cmponnon W 5 IRF......Iron Rod Found X - CIRF...Capped Iron Rod Found n Lot Hoollow M Corpora- Lai 49 orpora-Lo149 0 Lake Hollow W Kevin W.Vann J.C.D. D.D.,Bishopof y�+ H i Lake Hollow the Catholic Diocese of Fort Worth and o c m Corpomam His Successors in Office oo q 0 0� Instrument No.D210130370 0 �' "' Q a l ake�eo4uow Official Public Records,Tarrant County, C °e° Texas 0 �• � •caarrnt awc• 3 W 45 N 43°04'31"E o W p '''fe"°°°"'c°rp 59.00' Co 0 o t0 g S 89048156"E 142.00' o 0 z �, oo >At44 1��+��j• _ Lake Hollow ti rn, voter enq'=b;, ¢e hY Corportian 1.5.31 acres or N 00°24'47"W $61#,71 : Lore rrrt eweac�.e in•craem.m.e 50.00' ro-ic . tS 89°35'13"W 315.73', aw "" oamrEleetrie _ Delivery company,LLC S 89035'13"W 524.08' POB Volum D LT.CT. 309 DRT.C.T. Oncor Electric Delivery Company,LLC Volum 2103,PW 290 S 89035'13"W 7.97' DAT.C.T. q/! 1,2'core mea in•CWm.a=e V 4 r�acema. a�•me •urmas• •twines• ia.�, Hv"m` OERF�'gts ..................................... NOTE: JOSHUA D. WARGO Basis of bearing being the Texas State Plane Coordinate System,NAD83 North Central Zone- ,•6391........, 4202,as established using GPS technology In conjunction with the RTK Cooperative Network 0 SUFN� �� o Baird, Hampton & Brown, Inc. / a ED Engineering 8c Surveying shun D.WergO ate '� 4550 SH 360 Ste, 180 Grapevine.TX 76051 Tel:(817)251-8550 Fmc(817)251-8810■ww.bhbinc.com FIRM REGISTRATION N0: F-000044 / TBPLS FTW FIRM 10011300 /TBPLS GV FIRM 10011302 Registered Professional Land Surveyor No.6391 Piarradb,cCdyHo.t 1lPLSlMerllmr I//0lfali IaJ7Al1r e s t mg w in � a $ �� 4.yy �3 ■r{{ep6 ■r ale ■y[ t �} :_ = ej K m lSill d, r 11 somata 1� flg � l.awrr i t 'f IH, 1 a ; rE �Yt 11 r ----------- --------- ------------------ -- .......... # E �# jjg is it xa „ mita faL F� ! at 9AL1•aV YA7S-"A ^•� �1� � J �# I��i �^� [, + atl , ;I�tr '�[ �j:• � ;,�8 t�f#�f#a 1 f �S S;ij� ��• �F [ [ t�i �;�Ii !1� � 1 [ ljie ����f Eit{ � �Z� � mNd ••� tj3� tlf �1 � ��I(dr �Eji� ���� _�[! 1 �7�1 r3�����f$�1 l; �P tf[ J) Si '! t�ta t • A'• II ' 1■ t [. �1 ii�i�=t Qa . �,�;# i 1 #t ���t ��;� y �1�{g 11�1 �•1 �ilE#, (�ef�@��t j� �W� � 9 { �� ss;f.p f ;��� �f=tt: iit �t�$`��j }=stt t;iD I�p�11� i �'• �'�}��t$�, ��j. ❑❑; �$ EXHIBIT "B" STORM WATER FACILITY MAINTENANCE AGREEMENT 8 Rev.09/10/2012 NOTES: — —— i 1.THE PROPOSED DETENTION POND WAS DESIGNED ACCORDING TO APPLICABLE ISWM ARDS. DET.POND 100-YR VOL.REQ.=84851 CF DET.POND 100-YR VOL.PROV.=85102 CF I I N EX.0100=25 CFS SOUTHERN BASIN 100-YR WSEL=784.23 NORTHERN BASIN 100-YR WSEL=784.55 0 60• 120' EMERGENCY SPILLWAY LENGTH=65' I i EMBANKMENT SLOPES =4:1 SCALE i X80 MAINTENANCE ACCESS WIDTH=10' I I DOE No: 7189 2.THE 5'x5'CONCRETE OUTLET STRUCTUR WAS I I I City Project No: 02231 DESIGNED TO RELEASE CALL=25 CFS I I IZ I Ia I jo I : IZ I F- l o I PRIVATE DRAINAGE EASEMENT I O I I la I 5.0'WIDE CONCRETE I . PILOT CHANNEL B @0.25% I I I I I o Cn D- I I Ix I m PROP. O 24'RCP 0'_ 1 I I � 0 65.0'WIDE EMERGENCY I m SPILLWAY IlO TOP OF EMBANKMENT=785.23 PROVIDE 10'WIDE TOP OF SPILLWAY=784.23 AINTENANCE ACCESS RAMP @MAX. — —— —— I 5.0 WIDE CONCRETE / I PILOT CHANNEL B @0.5% / I PROP.DETENTION BASIN 0 1 1 5.0'WIDE CONCRETE PROP. PILOT CHANNEL A @0.25% 2T'RCP — Q ROMAN CATHOLIC DIOCESE OF FORT WORTH AGREEMENT EXHIBIT B x Baa WEST tmr B20 Wo EXHIBIT B FORT rORTH.Tou9]6108 DETENTION BASIN PLAN � r PAGE I OF 3 Tr:(Bn)Bea-2492.me 0 e�Baird, Hampton & Brown, Inc. ST THOMAS THE APOSTLE CATHOLIC CHURCH = a 0 Engineering 8c Surveying NWC OF BOWMAN ROBERTS RD.&BLUEGILL DR. m a BHB PROJECT NO: 4S%sK MB S.,m oma,n Tent Td{en)231-Bsse%J811251-MIG...Bfm— FORT WORTH,TEXAS o T�e1 H4 2013.708.000 DIM—G RU:E:\2013.000.000\2013709.00\DWG\SWFMA E2HIBITS—g I DETPDH b_b� Q86 Up 0 11 11 Ir 00 + r r r o w o0 C + + c7 d 0 N � a 0 m v 1 M w w z y o c + > U z wh co U o D3 fV m H LU O Z Co 0 Q Ll z fV III _ 5.- 0- N d llaLL F N OOi W o�C r r r r W W 3 Nz + F U fV } � w - a w h � Y VOj Q N + p o o O p C C N �+ co p o � a p O r a b y + 0 + C, o0 00 c 0 r r t-- ROMAN ROMAN CATHOLIC DIOCESE OF FORT WORTH AGREEMENT EXHIBIT B M W LOOP 828 SOUN PROFILES A & B EXHIBIT B FORT NUM,7 76108 PAGE 2 OF 3 Tek(817)SU-2452,158 SECTIONS A-A & B-B (]17— Baird, Hampton & Brown, Inc. ST THOMAS THE APOSTLE CATHOLIC CHURCH ee 0I e Engineering & Surveying NWC OF BOWMAN ROBERTS RD.&BLUEGILL DR. BHB PROJECT NO: 4550 SA 360 St.180.tear.TX 76051 T&4617)251-11556 F.:(817)251-MIC—.&*W— FORT WORTH,TEXAS 2 TBPE FFW 144 013.708.000 DMWP10 FILE F\2013.000.000\201].708.000\DW'\SYFW IfS.E.q I SWNA PROFILES A yA-1 ,�, u 7 A,> - 0- "/-lir TOP OF WEIR 2'-9"x 6"RECTANGULAR WITH GRATE=783.95 OPENING FL=782.65 100-YR BASIN WSEL=784.23 PROPOSED 27"OUTLET PIPE FROM BASIN @ 0.43% FL=780.50 10-YR BASIN WSEL=783.42 \ 1-YR BASIN �• WSEL=782.6 .D 4'-4" i�lll,�lllli IIIIII��,III, I IIII;ISI—III— 4'-4'k 8"RECTANGULAR ELEVATION OPENING FL=780.50 TOP OF WEIR WITH GRATE=783.95 100-YR BASIN WSEL=764.23 tl U Li 151 Ll 11 Ll LT FINISHED GRADE 5'Wide Concrete Pilot Channel @ 0.25% `4 5'Square in r PROPOSED 27"OUTLET PIPE FROM BASIN @0.43% FL=780.50 —III—III—III—III .FF �r—i Tf—i� I—I I Ed I ElI MI I I—I 4'-4"x 8"RECTANGULAR OPENING 2'-9"x 6"RECTANGULAR OPENING FL=780.50 FL=782.65 SECTION NOTES: 1. THE PROPOSED OUTLET STRUCTURE IS A 5-FT SQUARE STORM DRAIN MANHOLE PER COFW CONSTRUCTION DETAILS FIG.33 49 10-D410. 2. STEEL GRATE SHALL BE McNICHOLS STEEL GW SERIES WELDED GRATING WITH BAR SPACING 1"X 4" IN THE FORM OF TWO SECTIONS,APPROXIMATE I 5'X 2.5'EACH OR APPROVED EQUAL. 5'x5' OUTLET STRUCTURE DETAIL N.T.S. ROMAN CATHOLIC DIOCESE OF FORT WORTH AGREEMENT EXHIBIT B m 8W1 �620SOUm CONSTRUCTION DETAILS x EXHIBIT 17) 7-245]6108 (1 O F 3) `m U; ' PAGE 3a OF 3 T.1:(617)560-2452.156 Baird, Hampton & Brown, Inc. ST THOMAS THE APOSTLE CATHOLIC CHURCH u e 0 e Engineering & Surveying NWC OF BOWMAN ROBERTS RD.&BLUEGILL DR. m a r PROJECT N0: .ssg $A M 9s 100.Ggeii.,72 7t6M rl(617)251-8=r gSP)sslaeig...06M . FORT WORTH,TEXAS mo TOT q„#, 2013.708.000 DnAW"G eLE:E:\2013.000./000\-3.]0�,// \MGG\Sw A EXHiBRSEvg I DEuas /7'YAI 4/ !/'` A/iac%k — 4 is /J• �p ' L3 l r EMERGENCEY SPILLWAY W TOP OF EMBANKMENT=785.23- SEL=784.51 EROSION CONTROL' BLANKET PER CFW STANDARDS s 0.28' .. .. .. 65.0' TOP OF SPILLWAY EL=784.23 100-YR WSEL=784.23 EMERGENCY SPILLWAY CROSS SECTION N.T.S 5.O'WIDE - -- 4"— 4" SLOPE 1"SAND CUSHION) I I CONCRETE PILOT j CHANNEL REINFORCED WITH#3 @18"CCBW J CONCRETE PILOT CHANNEL N.T.S ROMAN CATHOLIC DIOCESE OF FORT WORTH AGREEMENT EXHIBIT B 900 WEST LOOP 62G SLOTH CONSTRUCTION DETAILS EXHIBIT B FORT WORTR TEXAS 761M Tee(en)L560-21521.158 (2 OF 3) PAGE 3b OF 3 0 Ba rd, amp on C(. Brown, lnc. Sf TfIOMAS-1 11L APOSTLE CATHOLIC CHURCH a D e Engineering 8c Su ry eyi-g NR'C OF BON'N1AN ROBERTS RD.&BLUEGILL DR. BHB PROJECT NO: X550 6x.36G S«.IW,C� ,,m,.rr 75051 ra1(en)251-e5w vo.fen)ai-eaio W.�.RH61— FORT WORTH,TFXAS r�F� I„ 2013.708.000 Oahu WG PILE E\20-00ES0\2013-090.OWL\S—A E-RTS1,I U-1- STONE VENEER 1 H MIN 36" MIN RCP DIA. 24" MIN — — 18" MIN PLAN VIEW OPTIONAL GROUT STONE VENEER STONE VENEER PER ARCHITECT TO CONCRETE HEADWALL (NOT IN CONTRACT) III—III— _ IEd I III= III11�I 1111=11 6„ =IIIII— #4 BARS I 12" C.C.E.W. II III RCP DIA \ \ IIIII \ GROUT STONE VENEER FLOW \ LOW \ TO CONCRETE HEADWALL _ _ _ __ __ —_ —III—III—III—III—III—III—III— I —III III III III III III III _ 1 =-1 1I I=III=III=III=III=I I—III=11 III—III—III—III—III—I I — — — — — =III III=III I I I I=1 I 1=1 I�1=I I I=I 11=1 I I=III—I I I—III=III—III—I I i—III—III—III III- 11-1 III— I- I- 1-= l MI I I= III I I I— I I El I I—III=III—III—I 11—III—I I I I—I " '—I I I—I I I71+r-- -I I I—I I Ed 11=1 LI=1 I IE I I I—I I E1 I I—I I IE Ed11- N -III- I I =1 1=1 I I—I 11=1 11=1 I I—I I I—I I I—I I I—I I I I- -1 I I—I 11=1 I I-1 I I I-1 -1 11-_I I IIIt I- ,�,i 1=I I I� PROFILE VIEW CONCRETE HEADWALL DETAIL N.T.S. ROMAN CATHOLIC DIOCESE OF FORT WORTH AGREEMENT EXHIBIT B m 800M l e20SOM CONSTRUCTION DETAILS " EXHIBITS FONT MOIiM.T S 7610O F(3 3) U r e lei»se5W--..se PAGE 3C OF 3 r. C e 0 a Baird, Hampton & Brown, Inc. ST THOMAS THE APOSTLE CATHOLIC CHURCH = k 0 e Engineering & Surveying NWC OF BOWMAN ROBERTS RD.&BLUEGILL DR. m 3 wBHB PROJECT N0: 0 SA x0 Sr.IM.QW".,TX T:817)25-M F.s(9I7kSI-111110...Baca FORT WORTH,TEXAS o WE Fa M, 2013.708.000 —.M FILE:E:\2013.000.000\2013JOe.000\DWC\SwF W.E—WS-9 I DUAIL A« � � ������ , N it ,,oF Y ?� p 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 g Rev.09/10/2012 Exhibit "D" Storm Water Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in and Amount of silt in flume AmeuRt sf-psrded Water Location of Erosion Percent of vegetation Location of Erosion MAJOR INSPECTIONS VVateF Quality tRIGtwe Type of stwm WateF Quality �ustu�e Structure type and Condition STORM WATER FACILITY MAINTENANCE AGREEMENT 10 Rev.09/10/2012 Ra mien-ef filtratioR system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life �etie�a of Aeration FeupAa#Gp STORM WATER FACILITY MAINTENANCE AGREEMENT 11 Rev.09/10/2012