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HomeMy WebLinkAboutContract 61816Date Received: 8/9/2024 Permit No.: SWFMA-23-0070 Time Received: 3:43 p.m. City Secretary No.: 61816 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 9th day of August 20 24 , by and between Trinity Preparatory Academy, a Texas non-profit corporation, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the J. Chirino Survey, Abstract No. 265, Tarrant County, Texas according to the deed recorded in Document No. D220013143. 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 Trinitv Preparatory Academv, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY 1 Rev. 03/01/2022 BN 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: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 FACILITY 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 boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, 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 owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 9th day of AuguSt CITY OF FORT WORTH Dam �aGck# Dana Burghdoff(Aug ,202417:b7CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Aug 8, 2024 Approved as to Form and Legality: Matthew Murray Senior Assistant City Attorney City Attorney's Office Date: Aug 8, 2024 ATTEST: Jannette S. Goodall City Secretary Date: Aug 9, 2024 D4UOpq 0 ��Q 00 oa �o dank nEXA`oo4p 2024 LANDOWNER Trinity Preparatory Academy, a Texas non-profit corporation t By: Claire Bancroft Its: School Director Date: 1/ I /,? -� Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Bkhson Nguyen (for) (u ,202 el T) Rebecca Owen Planning Manager Date: Aug 8, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5Rev. 03/01/2022 BN STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on August 8th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. rv"�.,, BROOKE BONNELL _Notary Public, State of Texas ;�°• ?c Comm. Expires 10-11-2026 Notary ID 134009525 LANDOWNER STATE OF COUNTY OF Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared �_k(� i - Q, I` Cftff'j � (name), fit) (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed i of �J r(/�e,>L �i(��%entity), a �Za" (entity type�and in the capacity therein stated. r GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of S , 20 A TARA MAPLES Notary Public, State of Texas Comm, Expires 06-02-2027 Notary I D 12863745-7 ,i Not #tc. STORMWATER FACILITY MAINTENANCE AGREEMENT g Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN I LEGAL DESCIPTION STORM WATER FACILITIES MAINTENANCE AGREEMENT BEING all that certain lot, tract, or parcel of land, situated in the J. Chirino Survey, Abstract Number 265, City of Fort Worth, Tarrant County, Texas, being a portion of Lot 1, Block 1, Trinity Preparatory Academy Addition, an addition to the City of Fort Worth, according to the plat thereof, recorded in Instrument Number D222033031, Plat Records, Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1 /2" capped rebar found, stamped "B&D SURVEYING" at the southeast corner of said Lot 1, some being the northeast intersection of Timberland Boulevard (Variable width ROW) and North Caylor Road (Variable width ROW), from which a PK Nail found in a concrete fence post at the southwest corner of said Lot 1, some being the southeast corner of Lot 2, Block 1, Caylor Addition, an addition to the City of Fort Worth, according to the plat thereof, recorded in Instrument Number D21503115, Plat Records, Tarrant County, Texas, and being in the north line of Timberland Boulevard bears S 88°18'08" W, 359.04 feet; THENCE N 00°04'55" E, with the east line of said Lot 1, same being the west line of North Caylor Road, a distance of 27.45 feet to the POINT OF BEGINNING; THENCE over, across, and through said Lot 1 the following ten (10) calls: N 89°55'05" W, a distance of 5.00 feet; S 00°04'55" W, a distance of 22.40 feet; N 89°18'08" W, a distance of 104.49 feet; N 00°41'52" E, a distance of 44.00 feet; S 89°18'08" E, a distance of 14.97 feet; Northeasterly, with the arc of a curve to the left, having a radius of 48.50 feet, a central angle of 67°39'03", and an arc length of 57.27 feet, whose chord bears N 56°52'21 " E, 54.00 feet; Northeasterly, with the arc of a curve to the right, having a radius of 25.50 feet, a central angle of 67°02'06", and an arc length of 29.83 feet, whose chord bears N 56°33'52" E, 28.16 feet; S 89°55'05" E, a distance of 20.39 feet; S 00'04'55" W, a distance of 55.69 feet; S 89°55'05" E, a distance of 5.00 feet to the east line of said Lot 1, some being the west line of North Caylor Road, from which a 1/2" capped rebar found, stamped "B&D SURVEYING" at the northeast corner of said Lot 1 bears N 00'04'55" E, 416.95 feet; THENCE S 00'04'55" W, with the east line of said Lot 1, and the west line of North Caylor Road, a distance of 12.00 feet to the POINT OF BEGINNING and contai ' cimately '� 0.159 acres (6935 sf) of land. .............F � , ..\S; ER* A .............................. JAMES A . . STOWELI ................................ 6513 6/ 17/2024 M:\Projects\BMA\BMA22003\02-Geomatics\Survey\Boundary\BMA 22003 SWFMA EXHIBIT.dwB, 7/5/2024 8:15:S7 AM, James Stowell } The John R. McAdams Company, Inc. U j „ 4400 State Highway 121, 800 Lewisville, Texas 75056 EXHIBIT A�056 STORM WATER FACILITIES CHECKEDB JS zzoo3 phone 972. 436. 9712 MAINTENANCE AGREEME T DRAWN BY BC fax 972. 436. 971S SCALE 1"=40' TOPE: 19762 TBPLS: 10194440 J. CHIRINO SURVEY, ABSTRACT NO. 265 DATE 8.23.2023 MCADAMS www.n clamsco.com CITY OF FORT WORTH, TARRANT COUNTY, TEXAS pA6E 1 OF 2 N CRF P.O.B P.O.0 L E G E N D CAPPED REBAR FOUND POINT OF BEGINNING = POINT OF COMMENCEMENT LOT 1, BLOCK 1 TRINITY PREPARATORY S 8'3 00 U0 t ACADEMY ADDITION 20.39' D222033031 R=25.50' A=67'02'06" L=29.83' LC=N 56'33'52" E, 28.16' R=48.50' 0=67'39'03" L=57.27' LC=N 56'52'21" E, 54.00' S 89' 18'08" E 14.97'� Ld ,. , z cr VPK NAIL FIND 11J IN CONC FNC POST S 00'04'55" W N 89' 18'08" W 22.40' 104.49'� /2" C R F B&D SURVEYING" w S 89'55'05" E 5.O' S 00'04'55" W 12.00' TN 89'55'05" W —5.00' T N 89'18'O8" W 359.04' m _ l L' 0 1 /2" CRF TIMBERLAND BLVD (VAR. WIDTH ROW) J PRICELESS REAL ESTATE IMP INC D214163985 B&D SURVEYIN �Q •0 NOTES: 1. Bearings based on Texas Coordinate System, North Central Zone (4202). NAD '83. 2. Proposed improvements shown hereon provided by Walter J. Nelson and Associates. M:\PmiedslBMANBMA22003\02-Geomatics\Sumeie\Boundane\BMA 22003 SW FMA EXHIBITA— 6/17/2024 1:40:41 PM. Bradlee Cox " The Johnt McAdams Company, Inc. EXHIBIT ����� 4400 State Highway ex 121, Sub a 800 X Lewisville, Texas 75056 STORM WATER FACILITIES phone 2. 6.9 15 MAINTENANCE AGREEMENT fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 J. CHIRINO SURVEY, ABSTRACT NO. 265 MCADAMS www.mcadamsco.com CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 00'04'55" E .45' 6/ 17/2024 W. Y M N 0 Q OJ rn m<00 00 N �o 00 J PROJECT NO. BMA 22003 CHECKED BY JS DRAWN BY BC SCALE 1"=40' DATE 8.23.2023 PACE 2 OF 2 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN D222033031 _, Page 3 of 3 , `I PRTCT .�.,A..P. w �aecnrw�.=�^r.-rurr:r .rr�.emar.t..r N. CAYLOR ROAD `� ASHBURN WAY tslluelesn,nnlq lowuw � z°°w'-sra�+w rir � v" - - — - - — - - — - - — - - .Z,.� R+[�.3!' w - - - .�"ti'"'r, ".``,r.,^..:,•�'.�.".""'.�.°r'.`.e`.'�':'�"i.n�.�:.r.�.. 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(Xy olFWt Nblh, Te,ra,rt Camry. Texas — _ TAe plot —ded m Lbpeerem Number ,Dab I — _ - HATCHED AREA DENNE AREA OTES EXISTING PHASE O • I PHASE 2 TIMBERLAND BOULEVARD PAVING PLANS _ PHASE TWO AREA HAS __ DRAINAGE DESIGN INFORMATION NOT HATCHMARKSNAGE z 7 C:.63 D.83 ACRES AREA BP As WA 0100 = 19.25 C.F.S. g/f ` $CO10 I'. r -�•:'" �' • �' -� -. _ 11 DRAINAGE AREA 12P 5.74 ACRES 23. C=US2 EX, 24' R 5 74 c - osz J 4R0 { I 11 I V-226% 0100 23.8E C.F.S. o DESIGN R►OF AREA TOM POINT Y 1Od(COwA).93 ADAL7 YMof hMo-(MM/b 7 AP th8N1 W�y0r ' Do-btlfOwgWr NOTES tl•/JV�'`� \ ( / ,. . / MI omt O.m mm 16 3.32 0.16 a,w Q24 T.96 0_l9 SVRF/GE FEOIN TO INLET No. z 062 I om U,5 0.259 IS 3.w o.w 4.58 1.31 7.98 115 TO NET AND DEIFNno. POHo ry^ 033 1 (WI M70 is 3.St RM 4.811 }61 7.N a.m To FENDEiEMI S AND ON POND a64 I o.83 11.243 .755 1.105 15 3.32 3 67 4.85 538 '98 0.a3 SURFACE FLOW TO :MET No. T 00 10.74 O3D OM2 16 3.m o.a Lw tat 7.9e Lot SIRIF-PLOY 70:METNo. 2 J ) _ ?° D OA1 1 0.7a - 9 0.17E 10 4.06 0.68 5.74 age 9.24 1.56 SNEACE Flaw To :MET MP. T 4 = MY I o.7e o.91a o.71. t0 {.0a t.w s.74 ..to 9.z4 6w FLU9E ro DEn70WN POND J BAT 10." 1.7w IZ73 to 4.06 5.57 S74 73B 9.24 12.69 RAET 10 OEIF3F:ION POND M4 1 0.78 0.78E O,595 10 4.06 2.42 5.74 342 9.24 S.w :NET TO DETENTION PONo • \ 1 F F 7,M9 26 04 1 0.7e O.M D.4e5 10 4.0e 1.85 5.74 2.e1 9.2. 410 SIAwF FLAW TO INLET No. z 6 \ i / NET 11 032 3857 l.wt 15 3.32 ` 6.tI a4a6 9.08 7.98 14.9E DT . OST . 054 \ ) J -- NEF f : BARN GPKt�. ITA.l CF.i. m 9MPA55 - oAa. a00 9'RAIS . L:= CfS '\ / ■ I NET 21 U35 14.5 2.501 1 15 13.32 L 8.3D 1 488 1 1L1s I 7-N 1 16.96 1042 ! 4)_9 II,_L« jLT. z AM NET 2 DESIGN CMAwtt - 11.M .F.S.. 0 BYPASS - 0,71. 0100 BYPASS - &a2 ci3. INLET 2 BRASSES TO INLET 3. DESIGN CARACIV - I IM CXS 05 BYPASe - O.0D. QIOQ HIPM - 0m FOR RTRifION POND CALOAARONS THE COSTING t FACTORS OF THE TILBERLAND BOULEVARD T - ( I FJ,,A{ _j TH DRAINAE PLANS WERE USED. E DESIGN FACTORS WAN ETS 0.63 FOR DRNNAOE AREA 8P D 0.W FoR muNA¢ - 1". THE LOCATION of TIE oaANAGE O :s SHOWN oN TINS - FEC THE OEYELO< FACTOR FOR THE SO100E IS (LIT PER RE CITT OF FORT WM ORSTOREMATFR CRRENNANUAL FOA R SCHOOLS MIN m OPEN SPACE OcYnown _ OETENRON DEWN 15 BASED ON NILNII FLOYY TO THE POND IMICHH M AAT�7NQN E OF CONGMTION F 1 L7J60 I I TI OF 15 NNUTES 50 E DFF SITE R- REACHES THE POND. THE oNSTE R6D UIAINLETS F.F. 7 .18 LLLfff I I 1 ARE SRED BASED ON A TILE OF COMZMMIWIX OF 10 I NU SO THEY F NICNON PROPERLY ei1V \ 9 I 1 WRING A SNORITR OOPATDN S10MN EVENT. PRI V wNAIN.2 AREAS os1. OS4. m5. I AND 3 DO Nor NOw TO ME Iowa AND NEVER HARE THEY ARE E� •A�i Q ( T I BAST 1 uMNPP AREAS AND DO No' REQUIRE DETENTION. 1 f I 1 INL NO. oTE. aACRES .sz. Aam a3 A7 o.- oOMEVEL DLOPEDMSI c 3a4 CONP0 - D.75 ATo0 l.T9a 1 � j � 0.915 ij � i D F7 L�A10M �°10-"1�' 0�'0a,� o-°irhiaon°F Nrnc ► - /_ I I DESGNv em �R.C.PPOW T N I n. �f 'nas EX. 2' iwOPOSED 054. C>I {M I t]0 110.{T OBOE POINT 2/Nm Ih 2 e: 3 LATE AN ! A-IM ILM 1.41 2341 1 E 30' R.C.P. �� t ex 2 n JA9 as F 0 M Oss 1If LAW d K 461 DEAR oss, D MI .32 posnY LAWN PER ✓� -- --- ---a- -- -- -- - - -. i CURB- P POD se e.1s nsa la _ TiNfr20' I TS -INLET PmPosm pn I4.SI 73s7 - - °"_�� - n 4 8E� 80_rpp�vwxu ACHY_ 22.88 C.F.S. ror L ° a/ ,=rj= -=INLE No.(3 1) POST DEVELOPMENT INLET O. 2 DRAINAGE AREA MAP -INLET N . 1 LOT 1, BLOCK 1 ,./"EXISTI 20' CURB IN ETS 11 14 NTOURO F'OR THE DRAINAGE AREA MA ARE FROM THE CITY OF FORT \\\iii �, w 2015 FOR E GRADIPHY. TRINfTY PREPARATORY ACADEMY e r AT n 1 '� r. O �� OPCGRAOT FOR THE GRADING PLAN ARE 0DRAIN.873 AREA 1(1 SECTION A ELD SHOT CONTOURS. 0.873 ACRES 6 CITY OF FORT WORTH, TEXAS _ OA d 00.789 FULLYSUME DEVELOPED. c - 0.9 DRAINAGE AREA TO DRAINAGE AREA J SECTION 8-8 �'toyF rtt! EX '' R.C.P EVELOPED BEINGDINAGE AREA 1 IS NOT AND THE IMPERVIOUS COVER WALTER NELSON AND ASSOCIATES - F-0062 769.26 1100 - 9.24 In./hwr ¢�'� OIOD - 7.23 e.f.a 7[ 'y WILL NOT CHANGE. IT IS TO CONTINUE 1812 CARLA AVENUE MEET.-Ei.{7 OI00 - 7.X28 cta F.L756.3y e - 4.177G W/.L1ER I M 9 K- 4 1 SURFACE DRAINAGE TO TIMBERLAND ARUNGTON, TEXAS 76014 • - 1.7o)D bolt- wIdth - i Bum i,. BOULEVARD. (817) 642-9119 FE.7 - 0.050 SECTION 8-B n - O.aTs PROPOSED TOP V - 2.92 f.p•8 (n-0.033) V - 3,25 fp.a (n-0.035) '+.Ps'F .LO� IDESIGN I DRAWN I SCALE DATE I N FlIP NO. AT CO/FEIBAW SECTION A -A V - 2.21 fp.w (n-0.050) V - OZ603 f.p.E (n-0.050 1 !fffLLL---... d - 0.91 fe d . 0.33 feet 1� W.J.N. W.J.N. 1-2022 2 47 4f �* /\ an ea 0 a ee IIe Scale DRAINAGE NOIES This is o p-U. of the Tenberlond Bm"*"'d DraMoge Area Yop. It Is band ona dltwe confton of Coyor Road and tt don not rsflept the arrret condition of CayW Road. ThY map preerrmn Mot the runoff ante"' Ca11or Rood MI be diverted to the South and the Inlets of the Inter—Aon of Cogoc Road and TMrbmland BwiswrE. The aetual eaMNlon of Csy1s Roaq then, nos and fa the Axesesabla future is not represented. A aces—estim oR the rood y 4 shorn bolo. and MmillNed on the mrw�ehes tion A In NoThe rth RNd shot dtch discppears before It the Coyly Road but the moo ndlan thot dove not haw a cents aasn _.k_ St— eater entering Coyly Rood Senn Caylar Road and tows to the E-I! This project hn capr tured moot of the deei runoff shown and dwrted It to the South aid o detention pond Thorm we e stts, —H from d ehoge croon OS1. OS5 AND DA 5, ae shoes on the post dewopmmt dr.in." area map — either unchmrged a uNmprowd and have never droMad t0 tM Mtarssetlon o/ North Ceylon Rood arM Timberland Boulevard and do not enpoet the det-U- pond prodded. GYIOR ROAD PAVEMENT ]� 3I NOR. FF71'' O 40 VT, 'a-44' K SECTION A —A PRE —DEVELOPMENT �GriOR ROM PAVFYFNT HOR. 1'-40' SECTION B—B PRE —DEVELOPMENT T 1. PREP 1 TOTI* PRFPARA70fRY ACADEMY PRE —DEVELOPMENT AREA AND NOT TO FAST AND NOT TO THE INTERSECTXIN �7);V "% TIMBERLAND BLVD. DESIGN PRE—DEV. DRAINAGE AREA MAP LOT 1, BLOCK 1 TRINITY PREPARATORY ACADEMY CITY OF FORT WORTH, TEXAS WALTER NELSON AND ASSOCIATES — F-0062 1812 CARLA AVENUE ARLINGTON. TEXAS 76014 (817) 642-9119 IJ.el I DDRA I SCALE I GAIE22�TESSJ E1LE i NO. d PROJECT DESIGN DRAINAGE DATA f PHASE 2 TIMBERLAND BOULEVARD PAVING PLANS DRAINAGE DESIGN INFORMATION i L] 1`f _ Nwl T— 1 - - - •— _ ' �_ - _ - _ - — --� -C.63 DRAINAGE 83 ACRE 8P �k• $� SHBU AYE 3'83 C O 0.63 19P5 Q1oo = 19.25 C.F.S. Scale _ 12 DRAINAGE AREA 12P 5.74 ACRES 9 i nr.n 5,74 C - 0.52 1J-2267 .� ! ; 1 •' EX. 24' R �8 C=0.5E QI00 = 23.81 C.F.S. . — PRE —PROJECT ONSITE DRAINAGE AREAS . MM" I A 7M TIE OF is , rj Mssbe" M..ro DT �Aw�lb DlwAww 1 PID 00FT. � F'A CONC(.1s) ON -1,. _Z I-0yr o-s,r ~('I ` NOHS 1 I E)In (I,M) J.. f1+/Atl tee l e1{I 0.63 2.133 1 1.3{{ IS 3.32 1 74.{s I {ee S. 746 10.73 ApTAOE n.0. To N. GTLOR 0-52 1VI M52 11.01199 0.33 0 to 3.32 t.76 I 446 12SB ].Ie 723Al0'/CE FLOW TO N. GRAR -_ _—__— -- --- J• y I ; 1 The purpose se of this sheet is to show the design ® pmflow quantities A used in the development of Timberland Boulewrd rtl drainage System. The onsite flows shown in the table represent the runoff amount from the development of this site The total amount of runoff allowed to enter inlet 1 and inlets 2 and 3 is shown in the top • } -}; right comer of tnls sheet. fhe flow from aea 12P1 is subtracted li from the total allowable flow. 23.81 - 4.23 19.58 c.f.s. ,,� i allowable detetnion pond discharge rate. ➢RADIATE AREA IBP THAT FLOWS 1 I TO INLET NOs 2 AND 3 BUT DIES NOT 1 i PASS TlD. THIS SITE AND H NOT DR ADGRA S L AREA IS ERHER 11NCHAN® 4 i OR A GRASS LAWN AREA 61 '\ ' L ---- L I . 1 ' i y DRAINAGE NOTES: / 1 I 1. CONTOURS FOR THE DRAINAGE AREA MAPS ARE FROM THE CITY OF FORT WORTH 2O15 UDAR TOPOGRAPHY. TOPOGRAPHY FOR THE DI I r I 6 GRADING PLAN ARE FIELD SHOT CONTOURS. f t 1 EX. 2 ' �C.P �JC-2 6 E .00' REFS w.url .tm. � 1 � 1 _ IST NG 20 CURB INLETS � ii I 'ET CAPACITY 22.88 C.F.S. s� =� ° `' II .;l36,0 INLE No. 1) TIMBERLAND BLVD. DESIGN jI INLET a. 2 I PRE —DEW. DRAINAGE AREA MAP { INLET N 1 EXISTI G 2 ' CURB IN ETS N I LOT 1, BLOCK 1 0 \ If -2 ILI TRINITY PREPARATORY ACADEMY EX,a24' R.4121 . CITY OF FORT WORTH, TEXAS ` K 1 WALTER NELSON AND ASSOCIATES - F-0062 DRAAGE AREA 9P THAT iLOVS 1812 CARLA AVENUE IN TO MET NO. I BUT DOES T ARLINGTON, TEXAS 76014 PASS THRU THIS NU2- SITE i , r 1 (817) 649119 1 DESIGN DRAWN SCALE I DATE NOTES FILE I N0, W.J.N. W.J.N. 0-2023 CADAMS 4 CONTOUR ELEVATION 759 758.31 758 757 756 755.70 755 754.38 754 753 752 751.70 POND VOLUME CALCULATIONS SURFACE VOLUME VOLUME AREA PER FT. CUMMULATIVE 4836 4728 27,589 24,327 100 YEAR WATER SURFACE ELEVATION 4619 4508 22,861 4398 4282 18,353 4166 4042 14,071 12,918 5 YEAR WATER SURFACE ELEVATION 3919 3786 10,029 7,688 1 YEAR WATER SURFACE ELEVATION (5195 c.f.) 3653 3503 6,243 3352 2341 2,740 1329 399 399 0 THE POND DISCHARGE WILL BE CONTROLLED BY A COMBINATION --------7�-1' WEIR ORIFCE WITH SECOND ORIFICE FOR THE 100 YEAR FLOW. THE LOWER OPENING WILL ACT AS AN ORIFICE. THE ORIFICE WILL BE AT THE FLOWLINE OF THE POND ELEVATION 751.70 AND EXTEND VERTICALLY TO AN ELEVATION OF 752.70. A SECOND WEIR WILL BE m +� I'. u ": ':A N -• r ; CONSTRUCTED FOR THE 5 YEAR FLOW WITH A FLOW LINE ELEVATION o, OF 754.72. IT WILL SUBMERGE AND BECOME AN ORIFICE FOR THE 100 YEAR FLOW. ORIFICE FLOW H for 1 year event = 2.68 feet H for 5 year event = 4.00 feet H for 100 year event = 6.61 feet Qmax for 1 year event = 8.15 c.f.s. Omax for 5 year event = 11.94 c.f.s. Qmax for 100 year event = 19.58 c.f.s. Q=Ca(2gh)1/2 Q = Discharge in c.f.s. a = area of opening C = coefficient of discharge = 0.601 h = depth to centerline for 1 year event 1/2 0 = 0.601 x (1.000.144) x (2x32.2x2.18) Q = 8.15 c.f.s. 100 YEAR WATER SURFACE 5 YEAR WATER SURFACE 1 YEAR WATER SURFACE ----\" 150 1.45 202 t for 5 year event -1 Q = 0.601 x (1.00xl.144) x (2x32.2x3.50)1/2 TF 1.00 Q = 10.32 c.f.s. - need 11.94-10.32 = 1.62 from weir WEIR DESIGN I I 1 1.144 1 Q = CLI3/2 INLET FACE DETAIL / TV Q = Discharge in c.f.s. = 1.62 c.f.s. I By L = length of crest In feet = 6" = 0.5 feet NOTE: C = coefficient of discharge = 3.32 THE EXISTING 36" R.C.P. IN i H = total head on weir in feet TIMBERLAND BOULEVARD IS PARTIAL FLOW. THE 30" R.C.P. 1.62 = 3.32 x .5 x IS DESIGNED FOR MORE FLOW H = 0.98 feet THAN IT IS GETTING Q total 5 year = 10.32 + 1.62 = 11.94 c.f.s. TAILWATER IS NOT AN ISSUE. for 100 year event - orifice #1 flow 1/2 f S`'"' I Q1 = 0.602 x (1.00x1.144) x (202.2x6.11) = 13.66 c.f.s. 1/2 02 = 0.602 x (.5x1.45) x (2x32.2x2.865) = 5.92 c.f.s. PQID ACCESS AREA_/ Iona' NUNS SLOPE 15% 0100 total = Q1 + 02 = 19.58 c.f.s. 10NINA I - - END VALL TOP AND BOTTDN • 75%31 S1D. WLEi 4- ELEV. 754.72 aorFr ��/ �ELE�. 752.70 24' H.D.P.E. ELEV. 751.70 ✓0 / (DQQSSMH / 6b7 Isz 4 pe - - ISOMETRIC DETAIL 4'-0• ALL REINF. 6" 18" 18" 6" IN TOP SHALL BE 61 #5 BARS A - -� A 24" H.D.P.E. San 8W r - B 1/2 ..l b � s• s-°' s- E. U .-a, SECTION SECTION A -A 4'-0" 61 C 3^ I I 'a{ •I 1• - -I I o 0 I I n I i BENT BAR PLAN SECTION B-B TYPE Y & SPECIAL TYPE Y NLET N.T.S. y IHO cRrCU1 1Yif Y N n NnrFS 1. SPECW T1'PE Y 1N H.AS " OGENNGS RECUFED " M Se 2. T'PE Y iN MS WOR oPaaLaS RECURED E 0i ON FOUR SIDES. 3. THE NweelY OPENWGS FOR 119E Y AND SPECX TPE Y INUM 5 1 3' REAR CINLE T A. ALL RDN ;OR - SHAL BE w/K-h, L u ISaN `�'a W INTEGRAL ITH RETAINING WALL g� a 2' CM Rs. ExcaT N TOP. 3. KL COHGNEIE SH4L RE CLASS 'A�. " 1115 EOA756.45 BV BENCH MARKS: / TV 31 BENCH MARK No. 1 PK Nail set in the northwest / BV 752 27 corner of the drop inlet top at the intersection of -,L-- OA756.07 North Caylor Road and Ashburn Way Eleval'ron = 761.37 CAST IN PLACE RETAINING WALL DESIGN BY OTHERS BENCH MARK No. 2 PK Nail set in the North line /CA755.2!TIED of the driveway to the City of Fort Worth Water q� tank at the comer of North Caylor Road where it I FACE OF INLET turns from East West 10 North South. TO RETAINIRK, WALL Elevation 794.49 7 -M ""°'° K 9•T31.3r K 5yT3Al0 K E•T3I.23' DETENTION POND DESIGN D R:,.rxrr LOT 1, BLOCK 1 I �% KNTlATI sow K w.Ter.or Rm•2mn TRINITY PREPARATORY ACADEMY k II FKLE•IIiM CITY OF FORT WORTH, TEXAS TV Wp3 I1By 751.94759.31 WALTER NEL AYENUE ASSOCIATES - F-0092 SEX. 30" R.C.P. (K•2481) ARUNGTON, TEXAS 76014 I (817) W-9119 -_-_-_-1---- -----------------_ W 759.31 EX. 36" R.C.P. (K-2461) DESIGN DRAWN SCALE GATE NOTES FllE N0. 754.00 W.J.N. W.J.N. 0-2023 S rj I / END WALL laoo- TOP AN" BOTTOM • 75931 152 slop. 0 �I 1 FREEBOARDS \ I T� 6 VALL 73A31 100 YEAR WATER SURFACE 750.31 I 5 YEAR \ WS. 755.70 X - 1 YEAR W.S. 754.1M \ a sTef.x it E�ISf.ZY I Ix SLOPE I �1 75182 AT RETA110NG VALL SECTION A -A V7'-2' H1'-20' REAR OF INLET INTEGRAL WITH 1 RETAINING WALL f ` / I TV 75931 BV 75227 756.07 / zs ar 1 '�A \ I TV 759.31 I Vt_IR5 RV 75194 TV 759M 1W 754.00 TOP [IF CLRD 759AO TOP OF WALL 759.31 �1 FREEBOARD . 100 YEAR WATER SURFACE 758.31 5 YEAR WATER SURFACE 755.70 1 YEAR WATER SURFACE 754.38 Mn AT RETAWING WALL SLOPE CONCRETE FLUE 75L92 AT RETAINM WALL _— //,-- 21' R.CP, 6 LIU FJ- 751.70 lx SLOPE ai rsfia z rJ' 0 O O r��^ A N +� �nz s r a,a 1� s� h tl a � ac,n O L N A J OUTFALL PIPE Vl'-2• HI'-20* SECTION B-B V '-2' H1"-20' BENCH MARKS: BENCH MARK No. 1 PK Nail set in the northwest comer of the drop inlet top at the intersection of North Caylor Road and Ashburn Way Elevoton = 761.37 BENCH MARK No. 2 PK Noll set in the North line of the driveway to the City of Fort Worth Water tank at the corner of North Caylor Road where It turns from East West to North South. Elevation 794.49 DETENTION POND CROSS SECTIONS LOT 1, BLOCK 1 WATER J. NEWR TRINITY PREPARATORY ACADEMY o�1ou�O % CrrY OF FORT WORTH, TEXAS 11'SI 11l WALTER NELSON AND ASSOCIATES — F-0062 1612 CARLA AVENUE ARUNOTON, TEXAS 76014 (617) .2-9119 DESIGN DRAWN SCALE DATE I NOTES FILE NO. W.J.N. W.J.N. 0-2023�CADAwS 6 I IN 0 IN I l Tv 75. ev 752.27 EC758.90 EOA758.45 / / �� , zz.sa• FM798.07 TOP OF 6' TO 8' ROCK RIP RAP / / I ADJACENT TO THE WEIR . 75727 y TV nw, / lOV LINE OF WEIR / TOP OF 6' TO 8' / ROCK RIP RAP 755.25 MATCH DOI'M GROUND ELEVAT113N / I DEfENfION POND / � I r �—TW 759.31 HV 75L94 I RETAINING WALL DESIGN �.� DY OTHERS THE OVERFLOW WEIR FROM THE DETENTION POND WILL DISCHARGE ONTO A 35' X 5' BED OF SIX INCH TO EIGHT INCH ROCK RIP RAP. THE VELOCITY IN THE POND IS BASICALLY ZERO FEET PER SECOND SO THE PRIMARY VELOCITY OF THE WATER OVER THE WEIR IS DOWNWARD INTO THE ROCK RIP RAP. THE OPENING IS DESIGNED TO CONVEY RUNOFF 6 INCHES DEEP DURING A 100 YEAR STORM EVENT AS IF NO DETENTION EXISTED AT ALL. THE FLOW LINE OF THE WEIR IS THE 100 YEAR WATER SURFACE ELEVATION OF THE POND, 758.31. THE LENGTH OF THE POND IS DETERMINED AS FOLLOWS: WEIR DESIGN 0 = CLH3/2 0 = Discharge in c.f.s. = 29.44 c.f.s. L = length of crest In feet C = coefficient of discharge = 3.32 H = total head on weir in feet = 0.5 feet for 100 year event 29.44 = 3.32 x L x 0.53/2 L = 25.08 feet BENCH MARKS: BENCH MARK No. 1 PK Nail set in the northwest corner of the drop inlet top at the intersection of North Coyar Road and Ashburn Way Elevation = 761.37 BENCH MARK No. 2 PK Nail set in the North line of the driveway to the City of Fort Worth Water tank at the corner of North Coylor Road where it turns from East West to North South. Elevation 794.49 OVERFLOW WEIR ~w LOT 1, BLOCK 1 IsA TRINITY PREPARATORY ACADEMY CITY OF FORT WORTH, TEXAS U WATTER NELSON AND ASSOCIATES — F-0062 1812 CARLA AVENUE tfUNfTON, TEXAS 76014 17) .2-9119 SCALE I Fl� W.J.NN I NRANN 7. 0-2023 MCADAMS BENCH MARKS BENCH MARK No. 1 PK Nail set in the northwest comer of the drop inlet top at the intersection of .o o .w as In North Coylor Road and Ashburn Way Elevation - 761.37 SCOIe BENCH MARK No. 2 PK Noil set in the North line of the driveway to the City of Fort Worth Water PROPOSED STANDARD 10' CURB INLET tank at the corner of North Caylor Road where it T13P = 73%23 turns from East West to North South. FL = 75M Elevation 794.49 34 0100 a 20.C.F.S.r REAR lF INLET IS RETAINING VALL INLET IS OPEN TO THE REAR WITH 24' DIAIETER OPENING AT FLOW LINE NOTE: NI utlNlw may no! M shown on the plans. The l— bo o/ n 1nf uteltles ehoen a e approxknote and an boesd m Informatbn hpn public retards and TV 73%M same field vxiff-U.l. It shall be the contractors BV 73227 respanabelty to vedfy all utllllyThlocatbns and rdieNw LDING FROM � � notifytheoemardof ~such utilities prior 4to beginning TV 76L00 I 1 warlc In the NGnlly of exietln utilltim BV734.00 , 1 TO AR F HOPE. AT L00X, CONNECT damaged by the contractor elan g aaewatwn Ienell 'li TO OF EXISTING be repaired by the contractor at the contractors 11 expense. ;'M: rwert 9w� ec . e e ax wmPP seaAAoe swu ee nr0 u. m o m TV 759.31 ermaatiRrwcrawOaIwIY Q oR A90K OPnMAI C0alolr •' ' END HALL TV BV 751.94 BO ` TOP AND TION • 759.71 >o J TV 73A31 ev 734A0 FLUME A FLUME B FLUME C L ti Kw '� rwPwnec ass a see L .{r� TY'PIC'AI. 71 LIMF CRnrq -._, .., 1- 775 770 _ _ i... T - -- - I - - - - 770 t I DIM I _ ,- rs slew Cui_ 5• new Bare 1 I 765 i L.L — _... _ _. — n �+�oG" �s I I w 765 I FLUHEI A7 o.BGle - r A. iril L I I I CONCRETE FLUMES PLAN & PROFILE I '-ry PAI Gr. I I i LOT 1, BLOCK 1 755 _ . �,a - - - — TRINITY PREPARATORY ACADEMY FORT WALTER NELSON WORTH, ON AND ASSOCIATES CURB = 19 4. 1 FIRM N0. AVENUE 62 ARLI CARLA 750—_—....._... = P 52 ARLJNGTON, TEXAS 76014 .... ., 1 .. .. ...J 2 82 a.f.e. (817 642-9119 .. .. — .. —. -. _.. DESIGN DRAWN SCALE I DATE NOTES FILE NO. I I Vl'�4' Q 0+00 1+00 2+00 W.J.N. X.I.N. �1._�, t-z CADAMSI Y' I 40 o AD as 12c l Scale N. CAriORROAD :s n —1 a P iffis eG7 NOTE-. WALL HEGHI T 5'//�99• Z-01, LENGTH -15 6b.83 f yGi / fG767 54 _ ) 1 / // / FIT. TOP TO MATCH S PROPER ADJACENT TY " i / " F F. 76B.11 7W770.00"q , ` EC7 Tw77o.00. , _ - .-_ - ;J�<_--__ _ _ BC7 TW769.33%1. ---- ' J ro TW768. — 1, " ' 0,17. ITW7� o BW765.88 r , 767H18 �,H ^ EC 7 �Il` 00 TT TW786.87 " ) " )1 o/ . Ty . E�7 . / EC7 ,1 T BW763.80 , I ` A NOTE MAXIMUM WALL r HEIGHT IS A\kw�" 'cAN2..TA TA DESIGN BY > v. END WALL J TOP AND BOTTOM , 759.31 I] r.i�LYW.# # II / 1 / I 1 NNN / 1 1 / I 1 I Fl— A ORADING NOTES 1. ALL CONSTRUCTION SHALL BE PER CITY OF FORT WORTH ECI STANDARDS AND SPFICATIONS 2. AREAS TO RECEIVE PANNG SHALL BE TPPED TO A MINIMUM DEPTH OF SX INCHES TO BE ALL VEGETATION. TOP SOIL AND DEBRIS IF PRESENT. EXCESS MATERIALS AND DEBRIS SHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER. TOP S00. SHALL BE STOCKPILED FOR USE IN FINAL GRADING. 3. CONTRACTOR SHALL PROVIDE FOR SEDIMENT AND EROSION CONTROL AS REWIRED BY THE CITY LP FORT WORTH THROUGHOUT THE CONSTRUCTION OF THE PROJECT. THE FILTER FABRIC NETS WALL BE PLACED AT THE TOE OF SLOPE OR IN THE FLOW LINE OF DITCHES AND ALONG PERIMETER OF THE PROJECT. EROSION CONTROL SHALL BE USED UNTIL LANDSCAPING IS COMPLETE AND GROUND COVER IS ESTABLISHED. 4. ALL AREAS THAT WILL RECEIVE FILL SHALL BE PROOF -ROILED TO mnIFY WEAK ZONES. ALL WEAK ZONES MUST BE REMOVED AND REPLACED PRICK TO FILL PLACEMENT. 5. FILL MATERIALS SHOULD BE PLACED IN LOOSE LF7S, MAX 8 INCHES THICK AND EACH UFT COMPACIED TO 95% OF THE MAXIMUM DRY DENSITY OR AS DIRECTEDBY THE GEOTECHNTCAL ENGINEER EACH LIFT SHOULD BE NSFECTED AND APPROVED BY A QUALIFIED ENGINEERING TECHNICIAN BEFORE ANOTHER LIFT IS ADDED. 8. TESTING IS REWIRED. AND SHALL BE PERFORMED BY A LABORATORY APPROVED BY THE OWNER 7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PROTECT ALL PUBLIC UTILITIES N THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS VALVE BOXES, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF FINAL GRADING OR PERMANENT PAVING UTLITES MUST BY MAINTAINED TO PROPER LIRE AND GRADE DURING THE CONSTRUCTION OF PAVING FOR THIS PROJECT. & MATCH EXISTING GRADES AT COMMON PROPERTY LINES HATCHED AREA DENOTES EXISTING PHASE ONE AREA n / ` PHASE TWO AREA HAS NOT HATCHMARKS !N 7v 759.3E DW 75227 H RETADBHIS WALL A755. DESIGN BY OTHERS ii TV 759.81--------- -- ---- By 75L94 SWFNA LDDT BOUNDARY � �NP)FLA � 51. wV flung C NOTE ALL ELEVATIONS ARE TOP OF PAVEMENT OR TOP OF GROUND UNLESS OTHERWISE NOTED: 76294 TOP OF PAVEMENT/GROUND EIEVAMON T/C765.25 - TOP OF CURB ELEVATION EQA755.23 _ TOP OF EXISTING ASPHALT EC76296 TOP OF EXISTING CONCRETE TG753.95 TOP OF EXISTING GROUND F.L48296 FLOW LINE ELEVATION F.F.482.96 FINISHED FLOOR ELEVATION ElsnNc CONTOUR �— PROPOSED CONTOUR FETAMG WALL BENCH MARKS: BENCH MARK No. 1 PK Nail set in the northwest comer of the drop inlet top of the intersection of North Caylor Road and Ashburn Way Elevation - 761.37 BENCH MARK No. 2 PK Nail set in the North line of the driveway to the City of Fort Worth Water lank at the corner of North Caylor Rood where it tams from East West to North South. Elevation 794.49 FOR REFERENCE ONLY PHASE 2 GRADING PLAN LOT 1. BLOCK 1 TRINITY PREPARATORY ACADEMY CITY OF FORT WORTH, TEXAS WALTER NELSON AND ASSOCIATES - F-0062 1812 CARLA AVENUE ARLINGTON, TEXAS 76014 (817) 642 _91 19 W.J,N'M I OU W.J.N. SCALE DATE �=Sj FILL I O As a w m 2a Scale DUMPSTER PHASE 1-4 EROSION CONTROL GENERAL NOT Erosion control measures may only be Placed In frond of Inlets, or In channels, dralnapeways or 1 I borrow ditches at risk of I I confrooMr. Contractor shall remain / Ilabh for any damage caused by / the meawres, Including flooding damage, which may occur due to I / blocked drainage. At eh contusion of any pm;.t,all channels, drolnogsways and Id1 borrow dMehas In the work zoos F .hall be dredged of any sediment m go fancied by the proJeot or T daposNed as a mutt of .radon COI1}roi m"SUM. CONTRACTOR SHALL POLICE SITE REGULARLY, AND KEEP SITE FREE OF TRASH AND \ CONSTRUCTION DEBRIS. \ THE DISTURBED AREAS WILL BE SEEDED WITH BERMUDA GRASS SEED AND FERTILIZER AND WATERED REGULARLY UNTIL A HEAVY STAND OF GRASS IS ESTABLISHED \t ON 80% OF THE DISTURBED AREA. SOLID SOD WITH BERMUDA GRASS IS AN APPROVED ALTERNATE. arari °�.Tv'F�°1ino crnwex ooc F�p�emao awlr9r. wAra .aver NOTE NO UNPROTECTED ACCESS TO TIMBERLAND BOULEVARD OR N. CAYLOR ROAD WILL BE PERMITTED. NO TEMPORARY FUEL TANKS WILL BE STORED ONSITE, BUT IF THEY ARE THEN THEY SHALL BE PROTECTED BY LIQUID TIGHT BERM AREA WITH LINER OR OTHER SPILL PROTECTION PER THE FIRE CODE. ALL TRASH AND BUILDING MATERIALS WASTE SHALL BE STORED IN ENCLOSURES UNTIL PROPER DISPOSAL OFF SITE. ADJACENT AREAS SHALL BE CHECKED DAILY AND ALL WIND BLOWN CONSTRUCTION WASTE MATERIALS AND DEBRIS SHALL BE COLLECTED DAILY. THE SUBGRADE WILL NOT BE CHEMICALLY STABILZED. ALL RUNOFF FROM MATERIALS THAT HAVE BEEN STABILIZED SHALL BE CONTAINED. -� EROSION CONTROL METHODS SHALL BE INSPECTED EVERY TWO WEEKS AND WITHIN 24 HOURS AFTER A STORM EVENT OF -r,—f" 1/2 INCH OR GREATER. REPAIR OR REPLACE DAMAGED MEASURES TO RETAIN SEDIMENT AND OTHER POLLUTANTS ON SH URN SITE. REPEATED FAILURE OF A CONTROL MEASURE REQUIRED INSTALLATION OF A MORE SUITABLE DEVICE TO PREVENT �RIYV' 2U a DISCHARGE OF POLLUTANTS. I fAgrto.M1)/. NO BATCH PLANTS ARE PROPOSED FOR THIS SITE. Y (I EROSION CONTROL MEASURES SHALL BE CLEANED WHEN THEY HAVE CONTAINED SILT UP TO SO% OF CAPACITY. / I THE CONTRACTOR SHALL MAINTAIN A LIST OF ALL HAZERDOUS MATERIALS USED ON SIGHT. IF AN ACCIDENTAL RELEASE / i Ic er°r..u'u°Lv OF HAZARDOUS MATERIALS OCCURS THE PROCEDURES OF 40 CFR 110, 40 CFR 117 AND CFR 352 WILL BE FOLLOWED. NO NON -STORM WATER DISCHARGES ARE PUNNED. / CONTRACTOR SHALL MAINTAIN A SANITARY SEWER OR SEPTIC SYSTEM MEETING STATE AND LOCAL REQUIREMENTS. 1 IF NECESSARY STORM WATER PROTECTION PUN WILL BE UPDATED WITHIN 7 DAYS. Y+ r Loral uo«. SOME NON -STORM WATER MATERIAL MAY BE DISCHARGED OR MIXED WITH STORM WATER DISCHARGES. THEY ARE LIMITED / I �FwaR.usmAvaw TO FIRE FIGHTING DISCHARGES, FIRE HYDRANT FLUSHINGS, WATER USED TO CONTROL DUST, POTABLE WATER LINE I I FLUSHES, AIR CONDITIONING CONDENSATES, UNCONTAMINATED GROUND WATER OR SPRING WATER, FOUNDATION OR ( I r---- FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS AND WASH WATER FROM EQUIPMENT OR PAVEMENT WHERE NO DETERGENTS ARE USED AND NO HAZARDOUS MATERIAL SPILL HAS I OCCURRED. ( II I Sir ws Pre-.zbtin9 M.ing Mad/rni/ROya I N ooc ru m,eWw� All a Mating MWla upon ROW..pI... during co iruchon shall I returned to their s TOTAL DISTURBED AREA = 3.62 ACRES been disturbed. dot.,.-b0lashall nbeoestablished at 10of the 011Ie y Contt na fa, 1. contract. p—ld. sepa ebid It by parole bid Line Ne •far soil, ymn wd/sod for establishing .overage on median. / and ROW. (32 9t 19-1.2 Tapaeil, 32 92 13-1.2 Hydrs—khing, Seeding, A I Sodding -Price k Payment procedures) CONSTRUCTION SCHEDULE AND PHASING All dirt —4. hall be removed from Median./ROW. prior to ..Wing .0. I,W it p0C'MD-m�eoam can t.el.n is PLAN pl t d. i I aHNm°'IT roWea Remove aIR eamfencing (rem Malian/ItOWs once vegetation is successfully established. I I I I PHASE 1 - DEMOLITION AND GRADING Contact PARD prior to working m m.dlan 817/392-5700. (PARD mar haw aonlrael mating that needle to be "Red during eonehuaiim.) i g PHASE 2 -UTILITY INSTALLATION Do not park .q,lpmt,f or s+ors malertais on medlan/Row. 147a CI I I a PHASE 3 - PAVING . orY. eAe.n PHASE 4 - SOIL STABILIZATION AND LANDSCAPING EROSION CONTROL NOTES / 1. SOL EROSION AND T AM CONTROL SHALL RE IN PROVIDED IN ACCORDANCE WITH THE 4 K . i 2. _S T CITY SEDIMENT SILT NID FENCE MD CMTROL ORDMEASURES INTENDED NSEDIMENT IV STABILIZED 2' SITE MUST TRAPS. C SILT FENCE lVD UNTI NFASURO INi ANY GRADING DI G OR LAND 'I I IST1RaANCE TTMESC PLACE. CfEO ANp NNC710NAL BEFORE ANY GRADING OR LAND I I CONSTRUCTION 3. PERMAnENT OR TEMPORARY SOL STABIU2ATION MUST BE APPLIED TO DENUDED AREAS SOL ENTRANCE STABILIZATION MUST MUSTYS �ALSOO BE NAL APPLIERADED MOnN�FOURTON EEN FOURANY TEEN o DENu o ARDS 2 I I e r vrAlae WHICH MAY NOT BE AT FINAL GRADE BUT WILL REW24 DORMANT (UNDISTURBED) FOR PHASE 1 - 3 LONGER THAN FOURTEEN (14) DAYS. r �+ 4. THE Cm/COUNTY AND APPROPRIATE STATE AGENCIES SHALL MWE A CONTINUING N f INLET PROTECTION TEEAND AND TRN OF T"IFED D SroHEExOSIO'4 CONTROL PROGRAA.EROOSMEDIOO IN A SEDIMENT OVERALL ous�15ECNIND PHASE 1-4 EROSIONAMffoluEinATON APPROVEDCONTROL IF IF BE�CAMEE MEASURES F CR 40 CIRCUMSTANCES. OVRWED / PLAN CM NOT BE CARRIED OUT. ADDIDONAL MEASURES MAY BE REOUIRED TO BE INSTALLED. CONCRETE TRUCK STABILIZED S. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED DAEY BY THE SITE FOREMAN. WASHOUT AREA CONSTRUCTION o R STRUCTURES THAT ME DVACED OR MONE PGUTWILL BE IMMEDIATELY REPMM PHASE 3 ENTRANCE d. INSTALL SLT FENCE M SHOWN. \ 1NI/.ABLFWIDTN(EQ(yJ \ +e\ \ y� l \ W " �nucres ° L—SILT FENCE r` aANR PHASE I - 4 — SILT FENCE ROCK FILTER DAM RUCK FILTER DAM Q DUMPSTER PHASE 2-4 INLET PROTECTION PHASE 1-4 CONCRETE TRUCK OWASHOUT AREA PORTA—POTTY EROSION CONTROL PLAN I OFr "= LOT 1, BLOCK 1 TRINITY PREPARATORY ACADEMY W.LIER A aE:aee CITY OF FORT WORTH, TEXAS e�'emu. WALTER NELSON AND ASSOCIATES - F-0062 9XAVENUE6014 ���GTO 119 DESIGN DRAWN I SCALE DATE I NOTES FILE I NO. W.J.N. W.J.N. I 0-202#1CAD.UAS 19 I �- Q\7L.R CITY OF FORT WORTH, TEXAS I REVISED: 05-22-2015 I�IVV 2"X4" WIRE WEIR CURB INLET PROTECTION 01 5713-D430 NJIE. SfOME O�E16lDI SRAICIW6 CR ODFR OUAFI CONTROL OEVC6 41U11 E eATNJm E AT A /iL L01i NP115 HSNIf 1NE EIISYNWY M EVERT JOO FEET. �olmtN-� u'T«ind n"ne,c n SILT FFNCF y�O4cTRL(' /J A' VIEW( STONEu Rn OW STR I R RRf1 e e c;; ON I I I G7 i .ern rN..a eeAr,.u•.ae�.."w�ira,aw�.n.n ,N]MAR"Y,a Ydh. EROSION CONTROL DETAILS LOT 1, BLOCK 1 TRINITY PREPARATORY ACADEMY FORT WORTH, TEXAS WALTER NELSON AND ASSOCIATES 11812 " • m'•"•� CARIAVENUE TEXAS 76014 NARLINCFON, 17 542-911Y DFSIGNIDRAWN SCALE I DATE IN0T6 FlLE N0. W.J.N. I YJ.N. hD-2D7i & D 1O t.tE .z,Btw.w �,�vp mm�w�+n.am,.ma....rwiw.�uwtrmrte IipWBs.L BWn,tltJa BBB14,5Ca.bwtlpi Etll MSwgiAdtlou �p � Iola 5o4btlYn Bo�D��yBU�YJ Y.r _.� OtrtAp�gB,.p Gsn8ppe5p OJ Stlww Wtm.®wal }1 3l41pq,Y O8 MPYb F.arat- BsmWagtw B�mtlgw P.A Wq 15 IA Bwlbnnrip W.wiglwpr Masi DA BmwW Btw Gsrlt�) BN Dnp,sO tBM. BUWAvvr i.a Psnq,stw to �' Oew Sp�y+op aJ Gtr�3uaV+w DJ m Bw�tlgs t3 MruYpe 0i1' rw�ayt- eeso„a,.�.ta...i wapyt.,.oa. m,..n K�.ra t„,ls u4 BsrwD W„r �b+a� 6�eYera4Dlw� �.0 v..�aiq Pn Cv5w8n�Blttro DS gs^BPBVaw DJ 11n1 FSTs>t_ eBe,Y limW�ewo1 52 SJv,ru0 NW 15 llaOrM �� BNtawBs 04 ic`fi.tl4b.W�r��yo�v �« Est Dn „SY 1NM � 1/BlY{ wwa i V�Gl,le hCv1t_16tic46�mpiru I.a 655wYwAwt J4 obi iic..w Sr�BBmD 5 opt DJ Fwnirl-'�SBm Gmu �iry i5 vsysBma v Bw meBomD a w.r nv.. v+.. ur to cenv a osaa5: sM..mD. wet rywz, m...mata.,cmua e5,ms Ma�q w,..e�`vaaw �nL �F� �YbyFn.bn�BMbb b.m�a P� �rmw of EROSION CONTROL DETAILS LOT 1, BLOCK 1 Pig _ TRINITY PREPARATORY ACADEMY FORT WORTH, TEXAS WALTER NELSON AND ASSOCIATES FIRM NO. 6y 1812 CARIA AVENUE ARLINGTON, TEXAS 76014 (8171 642-9119 DESIGN DRAWN SCALE DATE NOTES FlLE NO. W.J.N. I W.J.N. 0-202 B h D 11 I 1 ] .■■ § k §|k §] Rog ® i ,| |'ok■§|k§�� ` \ § § ||§ | __ROA _ _F*O__:_ _2nNIvE. ,Lmb __ r -r �rP'Y PPP�P r b:��ei:��:Y�����e''as�e8«�P►_LNgrSaLa�i'e�:�� A.P. dsz�s�b�Sg�Esia�cisaica��ssa's:ga�'bsaab �g����f4aaaaaaasaaaaa�aaa�aaaae�a53a a -=wN';y=8'PS�! $w•r �Nr, w�N NNwPeLN21 �gEB�$i83i�Sii$$g8$ffik6$88iBSi8Bi$��4$5b�� 8 g m': ffiyi�M>v'��'_`wa� A wwwr.`�P+- s��aua.masaradg�asy����as�as�Nldaa::��asy��as s Q= s -+ 2 Rip I7 MP N cn AR7EF.L ROADWA' IMPwbEMER9: PRSE 2 - 7(MEQLAIDULEVARD 1TUT L. T wrom.- ----r -T 77 ri-r-T PHASE 1, SEGMENT 2 :L -:A A :E7 24 III L Mw i t- -y- T.: P ,:; � TT�- !-7 7-1 r�r F-1-1 mz� o 3w wo 12M 7 --,I= t WA LPN tq: Od!p GITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUSUC WORKS DEPT. bi ARTERIAL ROADWAY IMPROVEMENTS PHASE 2 - TWERLAND BDLLEYAFM (FROM EXCELSIOREXCELSIORLANE TO NORTH GAYLOR ROAD) STORM DRAIN LAYOUT PLAN F04TWORM TOM 76iff (eqw-wi K-246 PROPOSED Timberland SYSTEM: SD Line A Seament 1 HYDRAULIa�r pip �Af1RAIMS- t>~ I : I- dt1 M,RYE•AL Iexlll nirAI r a a Ntr TLAYgi TDTAt flrtteurr Mtsel,) ,aetvf igfrff DmAu nt la wlln ,w� I OAt t m . t f I 1I ml wl ,Ir pl,• >en ts; �[ as -- ss w s I 7 I) I[ 1 s I w I ,t I v n I t• n l w l Ir f' I� I e --I---"'I� I r �II r - Islsel n s� I s1 1 ' r —I MaD I -A w r w I f a ! ill y. ]Iyy� � ;9 ,>]> rt t � 90 6 Wl ) VD r•Snl1 Tarty rbY ��II a a K '.714i) I TN)l; M 09 Y Llt) p] tL Y r 9A N> On iiii l D ) AOe .t r• /f aal Db OD riU »a m 1 1 >3 1• 0a NO ) Onl 0019 • tl n L 0.nr1 LII rib nn n I & .e I fr >., >_ m )I anw 1r ix 1� ,n•r » ga' r � o tf ,s • >fr �> ,w >n t ;.•. elw.rwwi t NbW WfAt S tt� n eA'C @n� ,�(I s+' Y I 11 p 1[I p[ f rp m ap on) a� raa r9n an Aoor >9 Vp ppsrp pY »ru r.n r .a s t� �7 pr I • S ■1 OS 1U IS >a az ro m a rY» raa an on ormr na os oapn an rar fry r n rNr mwrxan tm o [Y r Y >A s3 ro m u a•. -nw nrx >us ran pw n» a>fepr ewmz pm rax ..ar >aa >9io r lYirl pf l,� 1 tV rr am n env. � I (w,Aw•row...lwl � m +;�' u p f nl irl r I fa• I •f I ter t ae I Y tp I v I Dtl 1 � •enfl pftr Ir•fr l>N.sl 1]> 1 OBa001 oza Ital npem) ID I asp �r>•wlraalr•LI '�("� IUM t/�1 rq �{�� r F`,�`l isi/[..Y 1 I awl I pnl p;> I rp 1 u 1 •u I u 1 Le 1 fp - Dmn >rr rau �pn a t D n r9 r awf WWy���y tufr tf� �i [f �JI �(�ff{I �]Wlii li S).1 1911Y1 if1 nD I L> 1 I Y I [n 1 xi-1 II[ I-pO Tit Til 7 la•>I 4UY Irp[fl� 7 1 {tl IOOOOOOI OIpLI �tf�9000o0 1M )@IITVJITj�T----� I �'IaA, 61) [}}}9B lli a � vtf I�r 1.- m(� �ry� Wr fY, a0 I sf SI I Y I m r >a ni I Yn 1p f 1 OLp, OAWa IrrRl]gn; �_l+• r pOpp00l pylL[ Iffipppppp Df IfR.M >I•pl»t��µll JT0 teptM>adl l� - ATE >!> 1 �,gy� ' 1� ^•9 I ,r 1 ,Y I w0 I i, I fat I Y I m 1 )A 1 Na I am 1p I tl I I pp»I pIDi I »ybl>Y1f1 1 ;» I aaob 1033511 1JS a00rD Of IiSlr )rx3wITfYI rr�/e' • W [X I Itl pY n I ',sp i L' i fu I uTu I u 1 rs-� 1 a> 1 al l _T eaifl ems+ i" p I Lmms a ,r t f ) I pb I »0 I •. tip t 1 1 11 1 W 1 I f l _ pet01 OItlY Irp>tl t>wf•I 1 f!1 I ppp•o I p rTl! x lI4EI>rtll,it•a411 Q wui IIIIII .IlL.... l,. I III , .I I. JII I I I III I III II I III I I I I II II I i I I i � 0 minim RUN %%! N I m- 111 _ ._ _ ,"!"'•.••r7tt,t57�ff'f -I _. t>'1�fi�>S�t7'!•�R+f E��©E�000pp©00000aTa _ _ mOmc,--, l:-�tR�7�Yf o©m00000mm LTi�JO©w7m""* R7�___ " �� J �7 foram fw�xe..lw�o (�'B7TJL'�19 DOE -- CITY OF FORT WORTH, TEXAS a TRANSPORTATION AND PUBLIC WORKS DEPT. F ARTERIAL ROADWAY IMPROVEMENTS f a (FROM EXCELSIOR LANE TO NO CAVLOR ROAD) . g INLET CALCULATIONS i R TWERtpt1F761 e 7pzl xEsrrix n.511IEpm & rallrWLRL>evs mKl a ILLILTLTATECH OIn Md6li Ae� wr K-2461 I 23 Q ;..)DofetDb R._,«..�D�p>.._o..•.t.a..�t,>,...�.:..,L b. fD..,, r..�ior... --"_.....�"-'^"�"y"�^z"+'+.wtCpt:2"L,tpwY°6'tW-pR"•M.':-Cu.CAwi3i.•!�(G)%Kfi.S:>niLYaX.Ylit.NN>LYLAtl1C#dli2>SAtseiLviY.:fyiMbl33xLSNAZ1tcItd6't.liafHfaftYLi� Kt;ssa..Xy2lfw:sar. r.._: ie:.lf ...... �•(As _. N+�f l.ti0:.tsSLY£a nr1YfFYCTiOY. Yi'iCTB' STORM DRAIN LINE A PROJECT SENCHMARRS W W 4 RAeApAD SPI�eETaMPW,X6lral0ERA a nA,c wri N a M PROA-clEn catealNE AAt�wT pOIG M10YD EOFM®LIIV 9EVAl10K 916 a,Ro.e wartnnEeanr:,x raRo<w,ma trEw�xoaw�tt9feanm ATM FJa16q lEW Illp OF EJaSfNO aw MWAl1de m77 uLL O AO SS 120 GRAPHIC SCALE IN FEET r=Av PROFREss:ltt'wtTl vROFkEnoR2. t, ,R. 760 No e I _� �oaon. cRoan 7 PROF. onoea � '�" I __ - - •wAJ I - 7,. _ _ _ oo .. / �. / J ' 1PWFMKRM0. C}1D9,AUJ019VQee]a D�F. NO.. R,] R )Aew 740 wteeaer wrwanw esan..e w _ y� I 8eY.91Mee WPIW ]OtlMe]GR�a —� `�" / i "� _ _ aRRow=eaOm OPRow•uza cNI -_ V•s.�p CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEFT. ARTERW. ROADWAY IMPROVEMENTS FROM - 0. PFK9EZ TIMBE"BOULEVARD oFRovs teaosi l.. i . I . Gm�e0.sa 9 ✓ . -_ _ __ : L 70RAA DRNNNEA N ( ROAD .. ... _.. 1 Id•E IF]R 3 SD -A 7RATWCRnt TV 7510? a � FdiTMt7iiH.iEGSm,m o eeuL.rAT�� lamenssrl rx s . eo 4v. y.p7 ZS.AZ 214e01� - - ?lAA7 i8AQ1 zs+cb �N � K-2461 24 ...>u.t,,,.m �. �.o,,.P s..�.s<b.wA.sKF.s..m. n.k rm w.x A.a• 750 ..__ PPOP. cPoen-\ �.,' ns.amaa- r EASlJAYIII6vl7f 740 w°iRrvta LAT A6 LAT A5— 7M - - - sea lip �s p PxaP. t.moa R R , .- nct `. r� i io�Eapo-ua.. LAT'A8 F M a S 3 eBa c 760 GENE momYraio.wumt�mortw>wEe+art J6 750 PRDJECT SENCHMAWS WMO.r MIUaTPOSAQSEtNTNESOIJREAY& MA 1T OMC•tTl NOF TXEPIIDEI:f®f8(IE M A9o�fM� ffG ROM EOFIME fl)GEOi w MO. Pp[(anlN 111E BOU1IQN TOP OPCW6 Kw(V�Yf EgYD1ND) THE EMIBN 113�M6 OE E>®(MO i�iF%IM aw. tiEVATIOt mfT: - 3 ,.. � ��--'. .' -mvtmicerxa. mom]a]oxN:]Pvaes oo.e Mo_ nn CRY O FORT WORTH. TEXAS a F tea nEoo- n9s P �i�RE*oo-lHos - _ _� TRANSPORTATION ANO PUBLIC WORKS DEFT. ARTEM ROADWAY IMPROVEMEWS w /� LAT A9 A LAT-A1 O .. PHASE2-TIMBERLANDBOULEVARD _ .. 1 (FROM EXCELSIOR LANE TO NORTH CAYLOR ROADI STORM DRAIN LATERALS AS TO A70 P.Ar E PmTPle 740 ' 6 ARtpI,. p 5XIE 100 Od FORT-- � FDRf N'ORIH.IEtfAS N10T - NYITA= (l1TiBRd611 � K-2461 I 26 a VCU ] ii c0 O..i.w.rr.e g.e_ff.�O�OVF�SCt:SVMw EWO - MI b t!t O>Op TREE PROTECTION SPECIFICATIONS turn Lana,v►, 1►. rErcN� ., wa-s"auraa,wueE,NwrovaLo�LacAroar�. Raa.lu ca Lura3EH wT,a,a, /r aro2 s.RifFCEw+. mm �wW ND 31E C013fMCTORSH3lG Ha,F NL fEgi®9HMfa WI SVOI iFgcbt ibri coaF.n nE acL Wrrr9sRNoaa os ORORLC r mvvsa,3saR. am,r TilPP ORaw3s \111Hw,TER PseowraLLrro T•tl• L ErY]Ya Trev 6Ruklbm Ilrwn M• In Tn4k ll -•1 «r«+.�e. �x Nrms +<.msl Ia[Itl COOES iOR TA3LF 3•10P1 f'+]e+awnN —1 Camq /J� m 3a,733 honor av wM RnfertA Carwq• 39.ea5 rum.Nu+w. Tax sa«a,•a, Trte Serif T GimPe R•nraee 9,000 uHew••a m.wvn 3.6 f Rra+mx mf«dt 1,}0a r«..n.r.w m✓ 3r6 M�ree O•M IIaKsI lis uwyn•«.aur. Pmar:rta seal;uN tree oeH Urcle<I a n . ,.RO[76 •.«e..n SpNaeau Tr•e ORH IInY]r 91 •«amerr+v ..w<e• Axle+,[ SreM rsm Trtes Be Plen•K 35.00a Orr.rwl+e x��..n vv«n pr'r� Yyme.L«Burn trees ey rresw.u9n 9f.a,•«N•xn.r«. «w•avn+nm•r. r...r..n wort M,eM31LNfpNTrtts Bf RRYK $e WrHan M•ro,•af'��'n•a'nn•.nr«rl .-..+° hymn»1�. ev ln•oK r o ...r.•:e..e. ee.. min revs klwrnikranwoNr: row .«aam a.r TNIe): Tr•e$urvexD— eefnYT•ble2�_ TR• [�.._... rpa ey+r•ie R....»•• 91Teeet trl«r.. "°' �." f..leF fsa.LrlseeWna.n] ,lw rrax a ,ew Rif me ararrt uw k•Qt N9 orsalTe t ,Lw R.roa a ,.me ME eru 1 ,T• ••RI Oe• M 100 RRES 1 — -Is =I= �tY R•srr : A �6 _ ,ar R•raa a Rel . e,o — v.rs i„ Revl n m aPu-- _----- „a im RF,I NDla3 Tif FERC1ei LOUIbN SrpM. IEEE w 6YANe•31C WYND)i1 �AaORrR ro 11E Pi 111E MD eE 1Nalm r0 rRo<cre9vawr. wait rwL,nr: AorcenT,]� r-L: naoseo eT nw`a"�`ieuv�r9AwfeNwil•o KL �a > � rocw w,9wufff olNwJe tee PwrPc3bR iewcP aaE svE®1 CTREF PRp7ECTION FENCE _. __ _.. N C .. OR ROi - mwaavt�E usL+L�- I f KJ i � ( I`fwMc.. R]wRo...asos ® I I I l e l l l l l l UPI I I I I I I I I I�� �1 f 1 l�l9'/91D9'W 3lAM' __ - TIMBERLAND BOULEVARD i ScWe1"=30' UFC20-0249 EXISTNGTREELEGEND Approved OF-1 ......... APPROVED 5e r �..w, aww.r•:3]e.. arras mn \lamEWIW Rau Fv R� e ASFI'B'URN� - 1 WAY - eeR J ji r L-; 32 ELO<n h II I i f <OTSt BCOCA h j r S1cA)MeAh tiA�4_5 .?Jf. N� LT iJ)a•J I I l i II 1j I ' I I Q I O <c I �------- 3 ,.oTr�. eLocFn PTP eOMGI, F<RA'S 11[JG 0�I'� � hq Oi1P0693)- ^RIOT �I 1 II � I I Cf•-:P 21oCl.N 5 iG]C.tGf: F,NAS G. 40. Ja1We9J)T I I I 1 . I I I I ]\ ] r R Lll _ - I Fm»nTo rRPE morecnorlPw_P EVERGREEN 0 a m V m Q a: O mne T m m m d UrUrJ A _ Ho2b Existing Tree Plan �•r,Rexnner � uleaaz3 I LR•wee �� _ Ia.•.ee. 1 o RaaercJ«r,RPfaoean � OF-1 r.H. ,: un,,. Fer.,,.r \.grrlre.w, f"Irulers VICINITY MAP T\!1\NO a I e. d, exr ,d,..ro rogrr cm.r.,n- a , i.u.. d'.dixR.v�r,rmn6nnw.a °�w.u3 sm� n 1 I »,Z: `a11;';PT"""'�;"fp.Ohftl111�i - • y'Is.wIW n �pL��swn ago. <h,�r.el v.. rc1s� a ow.nm �rt.,...,.wnt 1rw „W rA CxW,w braFW M ..ey u.rv..remwN`I»»,Nre °mac am .M »°ueeEu.cprmerpb»» 4.G.4.F. awo fA •...9C..'.°.u!?F1'.^.Y.p!!''.?!.!q„�"!.!?P!!W/.4^.:!..e'!.�'..............._Maan t4Pn wtt ryMsq �p VP,°�+ pY �to N,YeuOr»onrxe, " C,� a>m QSl 1rlryxA.{ry.,don,�"aw�wr. r.•q.F. a�I dm.a ,oL �PP..pB��..men.uwT»gYYrr..a.T wa u. i.°r.o nloa.lr aeoor»' 1wl..m�noroordu.a&er�mn_ml_._..___ r•»,•''' a >I,,.frm A \w.»1 rw T d K e.•ow.re.ny».»... .s a 3m — v"A...fsuy.aryw WIwm.Ju•.ahr\on 4 A I.mo — .�r°w°1Lnnenl G..»ure�i„a,itleE+».mx N'n� � WasD1 . r..l�'0 euew..•.r.r. r. am fn . hm.>f u�wruw.+. f.K»w 31ei tr • e- -o.e....x...r„ o..A rJ. s m U FC20-0249 Approved OF 2 'APPROVED PaJ \- 7 .. 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CSTEpL E_TNG EVERGREEN 0 Planting Demils and Specifications I no moron I I mMa, w. I LP-2 b R b !0 Scale VO TEMPORARY PORTABLE LASSROOK BUILDINGS �a.• - �f u m I e Zoo . a, '��Tlwl RZ'l' 8 zim°�'oo 12666 i e— RAMP -- `- I 1 T663 ,gym z RN a tr- bum a ADAAND T %kI W TUBE 3LPND DL j06. J- g o: VICINITY YAP.__ 1 +v ' El nJ.a. i 1 1 ►•� ?� Ch� u o Ell A�� 4x� " I "mLi 16358 �_-91.00 + 5 I— yn4.5 l n -3 BUILDI G 2 g 19,255 S.F. s 0 200.46 - 2 12649 N. COylor R o Ill�lll._mIIi ItII l 5284 lo ^ IN 20' FIRE E6 m 1 o S.. s� POND ALI WORK SHALL COMPLY WITH: 2021 INTERNATIONAL BUILDING CODE �p \ I , _ I 3s: li Y.Kwn �I A% WU]riri�•S . i <I 'qz' �nr I THATCHED AREA DENOTES I I EXISTING PHASE ONE AREA PHASE TWO AREA HAS NO HATCHCMMARKS ,.:,..,a - - Ns an ERLAND 8 ULEVARD SITE PLAN W O 0 Z= �b ON a ag .. w cc I ` m W FCC ._ .....o _ .. _...._. ; JOB °.a. OSVv 24 FIRNW IBIM O V 00"$ E,a�W ra cn�L Q 3wa o: p F o 00 Fz,zayyo N O a PROJ. RD 24os2 SV-1: SV-2 .................. 'hE-T TITLE SITE PLAN =DEFT r. . C-1 V / I I 756 � �- assII I ION POND c • "INS ® C WALL LOCATION n.t.s. ALL WORK SHALL COMPLY Q`k: 2021 INTERNATIONAL BUILDING CODE . CONCRETE FLATWORK Ail 7TWK F RECYCLED OF CON WALL TOP OF FINES DRAIN RNUH WAIL FlNEB DRAIN ROCK Boao P81 CONCRETE WALL COMPACTED � «J•61IE SOIL m , 3VJEERHOLE Q6— P DIN. PERF. PVG OR ADS PIPE N FILTER FABRIC, ELOPE TO DRAIN A DAYLIGHT '� 1 THRU WALL EVERY JO Fi .REBkR@12- L.W. Im LAMS —1 � 2'— (q�CONCRETE RETAINING WALL J R.t.s. ................................... . Wz Z WX� Oz 3i �¢ m .._...__.........._....................... µwOl tpm Q = G n LNQ/� N Q Lu X rO W X W Q Q H 1 W FOOD J O N = N �<E•_ "tF�lll 141/6L1AY.FF/" 4L,�blw a?' 0SK12=4 FIRM IEI9 ................. _.. _...... O U U ..i C7RiU�� } � 0 O fx W F N O a PROD: RD-24052 Salt: Sv-2: SHEET nTLF SITE WALLS ,H=FT NO. C2 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR 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 the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond 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. 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. Maintenance of Public and Private Storm Lines Private storm drain lines as identified on the construction plans shall be the landowner and association, its successors and assigns identified in the storm water facility maintenance agreement. In order to provide for maintenance of public storm drain lines adjacent to ponds or City requested dewatering of pond, the pond water surface elevation will be drawn down below the storm drain pipe flow line elevation at the pond outfall by the landowner and association, its successors and assigns. The landowner and association, its successors and assigns shall be provided notice 72 hours in advance of the intended maintenance and will be required within to draw down the pond to a level suitable to allow the City, its authorized agents and employees, the ability to access, clean, and flush public storm drain lines. In the event the landowner and association, its successors and assigns fail to draw down the pond water surface elevation to a suitable elevation at the time of the prescribed maintenance or in the event of an emergency, the City, its authorized agents and employees, may enter upon the facility property and take whatever steps necessary to draw the pond water surface elevation and maintain the public storm drain lines and to charge the costs of such activities to the landowner, its successors and assigns. The City is not responsible for raising the water surface elevation in the pond after maintenance. 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. 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 2 Rev. 11 /17/2016 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Overflow Weir is unobstructed Location of Erosion Water Level relative to Overflow MAJOR INSPECTIONS Condition of Rip-Rap/Flume Location of erosion Condition of inlets Condition of Concrete Walls Pipes discharging into pond are free of debris and silt REPAIRS REPAIRS DATE NOTES REQUIRED MADE