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HomeMy WebLinkAboutContract 47781 CITY SECRETARY y CONTRACT NO. R�11/ED MAY 112016 CITYOFFORTWORTH CI"EGRFTIIRY DOE # 7486 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into by and between Bailey Boswell Marketplace LP, a Texas limited partnership, 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 2.015 acre tract located in the HEIRS OF BENJAMIN THOMAS Survey, Abstract 1497, Tarrant County, Texas according to the deed recorded as Instrument No. D215254909, Official Public Records of Tarrant County, Texas, as more particularly described on Exhibit "A" attached hereto (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 BOSWELL MARKETPLACE 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 WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the STORMWATER FACILITY MAINTENANCE AGREEMENT Rev 12/29/2014 26062799x5 56390.005.13 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-1" ("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 the Facility is performing its 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 reasonably necessary so STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.12/29/2014 26062799v5 56390.005.13 long as such inspection does not unreasonably interfere with the operation of businesses on the Property. 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, and such failure continues for fifteen (15) days following Landowner's receipt of written notice from the City of such failure (plus such additional time as may be reasonably necessary under the circumstances), 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 actual and reasonable costs of such repairs to the Landowner, its successors and assigns. However, in the event of an emergency, or as required to mitigate an immediate danger to the health, safety, or welfare to the residents of the City, the City may immediately enter upon the property without first providing to Landowner notice or an opportunity to cure, or both, and take any action the City determines, in its sole discretion, is necessary. 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 of written demand for all actual and reasonable costs incurred by the City hereunder, accompanied by copies of bills and such other documentation reasonable to support such demand for reimbursement of such costs. In the event that Landowner or its STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.1212912014 26062799v5 56390.005.13 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 COVENANTS AND AGREES 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 Facility Property described on Exhibit "A-1"but this paragraph shall not preclude construction of other improvements within the Facility Property or the Property which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on any property abutting the Facility Property which shall have a finished floor at an elevation less than two STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.12/29/2014 26062799v5 56390.005.13 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] STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev.12/29/2014 26062799v5 56390.005.13 I/ Executed this day 29�- Landowner City of Fort Worth BAILEY BOSWELL MARKETPLACE LP, a Texas limited partnership By: UCD BAILEY BOSWELL GP LLC, �— a Texas limited liability company, J. Chapa Gen pa ner Ass att City Manager /^ Approved as to Form and Legality By: �/ . Robert V. Dora 'l,Manager G ren q r k+(4e N-PM .SI orc- Assistant City Attorney ;ATTEST Secr 'f QRr 00 go �g �0 �9 �g o ° 0000 cool) STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.12/29/2014 26062799v5 56390.005.13 STATE OF TEXAS § COUNTY OF TARRANT § Lrfl This instrument was acknowledged before me on - ( � by James J. Chapa, Assistant City Manager of the City of Fort Worth, n behalf of the City of Fort W LINDA M. NIRRLINGER Notary Public,State of Texas _ ►� Pi .•P, Comm.Expires 02-02-2018Am, r11�11 Notary ID 12414474-6 Public, State of Texas STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared Robert V. Dorazil, known to me to be the Manager of UCD Bailey Boswell GP LLC, a Texas limited liability company, General Partner of BAILEY BOSWELL MARKETPLACE LP, a Texas limited partnership, whose name is subscribed to the foregoing instrument, and acknowledged to me that it was executed for the purposes and consideration mentioned and in the capacity expressed therein. I GIVEN UNDER MY HAND AND SEAL OF OFFICE, this ! 5 day of ��� / ' 2016. My Commission E 116V . 201 """"" TERRY MONDAY PIPE ary P blic in and for �'= No Public,State of My commission Expires Stateiof Texas November 24, 2017 STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.12/29/2014 26062799v5 56390.005.13 Exhibit"A" LEGAL DESCRIPTION OF PROPERTY (Proposed Lot 5) BEING a tract of land situated in the HEIRS OF BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, in the City of Fort Worth, Tarrant County, Texas, and being part of a tract of land described in deed to B.N.M. Properties, L.P. as recorded in Volume 13998, Page 568 (County Clerk's Instrument No. D199228248), Official Public Records, Tarrant County, Texas, and being more particularly described as follows: COMMENCING a 1-inch iron rod with plastic cap stamped "GORRONDONA" found for corner on the Southwesterly right-of-way of Old Decatur Road, a variable width right-of- way, said point being the North corner of a Dedication Deed to the City of Fort Worth as recorded in County Clerk's Instrument No. D210307861, Official Public Records, Tarrant County, Texas; THENCE South 35 deg 47 min 32 sec West, along the Northwesterly right-of-way of said Old Decatur Road as established by said Dedication Deed, a distance of 37.44 feet to a 1/2-inch iron rod with red plastic cap stamped "W.A.I." set for corner, said point being the Northerly Southeast corner of a tract of land described in Deed to the City of Fort Worth as recorded in County Clerk's Instrument No. D213145179, Official Public Records, Tarrant County, Texas; THENCE North 00 deg 06 min 21 sec West, along the Easterly line of said City of Fort Worth tract, a distance of 5.91 feet to a 1/2-inch iron rod with red plastic cap stamped "W.A.I."set for the Northeast corner of said City of Fort Worth tract; THENCE South 89 deg 53 min 39 sec West, along the North line of said City of Fort Worth tract, a distance of 41.00 feet to a 1/2-inch iron rod with red plastic cap stamped "W.A.I." set for the Northwest corner of said City of Fort Worth tract; THENCE South 00 deg 06 min 21 sec East, along the West line of said City of Fort Worth tract, a distance of 18.33 feet to a 1/2-inch iron rod with red plastic cap stamped "W.A.[." set for the Southwest corner of said City of Fort Worth tract, said point being on the North right-of-way of West Bailey Boswell Road, a variable width right-of-way; THENCE South 89 deg 53 min 41 sec West, along the North right-of-way said West Bailey Boswell Road, a distance of 311.92 feet to a 1/2-inch iron rod with a red plastic cap stamped "W.A.I." set for corner, said point being the POINT OF BEGINNING; THENCE South 89 deg 53 min 41 sec West, continuing along the North right-of-way said West Bailey Boswell Road, a distance of 261.64 feet to a 1/2-inch iron rod with a red plastic cap stamped "W.A.I." set for corner; THENCE departing the North right-of-way said West Bailey Boswell Road, over and across said B.N.M. Properties tract, the following courses and distances: North 00 deg 06 min 19 sec West, a distance of 296.71 feet to a 1/2-inch iron rod with a red plastic cap stamped "W.A.I." set for corner; STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.12/29/2014 260627990 56390.005.13 North 73 deg 48 min 58 sec East, a distance of 104.56 feet to a 1/2-inch iron rod with a red plastic cap stamped "W.A.I." set for corner; North 71 deg 39 min 30 sec East, a distance of 155.50 feet to a 1/2-inch iron rod with a red plastic cap stamped "W.A.I." set for corner; South 18 deg 20 min 30 sec East, a distance of 43.51 feet to a 1/2-inch iron rod with a red plastic cap stamped "W.A.I."set for corner; THENCE South 00 deg 04 min 55 sec East, a distance of 333.01 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 87,752 square feet or 2.015 acres of land, more or less. Bearings shown hereon are based upon an on-the-ground Survey performed in the field on the 20th day of June, 2014, utilizing a G.P.S. measurement from the GeoShack VRS (NAD83) Network. STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.12/29/2014 260627990 56390.005.13 Exhibit"A-1" LEGAL DESCRIPTION OF FACILITY PROPERTY STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.12/29/2014 260627990 56390.005.13 N CURVE TABLE A� W E NO. DELTA RADIUS LENGTH CH. L CH. B C1 73°55'18" 30.00' 38.71' 36.08' N36051'19"E s 01 50' 1 0' C2 107039'02" 30.00' 56.37' 48.44' S53050'28"E 2 0 7- �O Scale 1"=100' 7- 45- 3. - 45-y yrs o- S 0 .0 1/2"CIRF 9�0 E C2 NAREA" N� 520.x,, N < < 12 0 C1 DRAIN E _ 1/2"CIRF 7 Q EASEMENT r "AREA" °i 0.571 ACRES o c B.N.M. PROPERTIES, L.P. Mo ; (24,860 SQ. FT.)<`, $ VOLUME 13998, PAGE 568 $ ;t CC#13199228248 Z S89°5341"W 201.92' — N85°33'18"W 344 86' -- — — , 1/2"CIRF N46°58'45"W "AREA" 29.95' POINT OF BEGINNING CF:•j P INT F "p- COMMENCING 'COMMENCING 1"CIRF C CITY OF FORT WORTH "GORRONDONA" CC#D213145179� ' ~------/ DEDICATION DEED TO THE WEST BAILEY BOSWELL ROAD CITY OF FORT WORTH (VARIABLE RIGHT-OF-WAY) CC#D210307861 EXHIBIT "A-111 Winkelmann DRAINAGE EASEMENT & Associates, Inc. 6.- C"SuLn" . ,srcy F} 0,571 ACRES SHEET cm<Iff"u" . SuNmons 1 :q�1 (24,860 SQ. FT.) s750 INI M nano Wff.surto su (m)uo-"W ... .. row Two ns uo-mw ran ; I•[U ifi'() T.,-Eq..u,R.q.UkW No QD •JAY LUEkE f.m R.geh.UONk.n,.No 100!6600 E.p...1731-15 "......•......, copYRn"T O T015,WM.".d A.,o ".,Inc r .',.•, 5714 IUCD OF r=too' 't � t: NN•'Q`t' scale `�`,' !' sjO• ''O�/ 7001 PRESTON ROAD, SUITE 410 Dale: 0827.16 Dwg.Filo: 19999-ESMT-DRAINAGE I DALLAS, TEXAS 75205 Pro eet No.: 19999 G t795199tSURV@Y1Eosornont5119999 USM GDRAINA E d.vo PROPERTY DESCRIPTION STATE OF TEXAS § COUNTY OF TARRANT § BEING of a tract of land situated in the HEIRS OF BENJAMIN THOMAS SURVEY,ABSTRACT NO. 1497, in the City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land described in deed to B.N.M. Properties, L.P. as recorded in Volume 13998, Page 568 (County Clerk's Instrument No. D199228248), Official Public Records, Tarrant County, Texas, and being more particularly described as follows: BEGINNING at a1-inch iron rod with plastic cap stamped"GORRONDONA"found for corner on the Westerly right-of-way of Old Decatur Road, a variable width right-of-way, and the Easterly line of said B.N.M. Properties tract, said point being the North corner of a Dedication Deed to the City of Fort Worth as recorded in County Clerk's Instrument No. D210307861, Official Public Records, Tarrant County, Texas; THENCE North 18 deg 18 min 18 sec West, along the Westerly right-of-way of said Old Decatur Road and the Easterly line of said B.N.M. Properties tract, a distance of 155.16 feet to a 1/2-inch iron rod with a plastic cap stamped"AREA" found for corner; THENCE North 85 sec 33 min 16 sec West, departing the Westerly right-of-way of said Old Decatur Road, over and across said B.N.M. Properties tract, a distance of 344.86 feet to the POINT OF BEGINNING; THENCE continuing over and across said B.N.M. Properties tract, the following courses and distances: South 89 deg 53 min 41 sec West, a distance of 201.92 feet to a point for corner; North 46 deg 58 min 45 sec West, a distance of 29.95 feet to a point for corner; North 00 deg 06 min 19 sec West, a distance of 36.87 feet to a point for corner, said point being the beginning of a curve to the right having a radius of 30.00 feet, a central angle of 73 deg 55 min 18 sec, a chord bearing of North 36 deg 51 min 19 sec East, and a chord length of 36.08 feet; Along said curve to the right, an arc distance of 38.71 feet to a point for corner; North 72 deg 52 min 07 sec East, a distance of 110.86 feet to a point for corner; North 71 deg 39 min 30 sec East, a distance of 60.05 feet to a point for corner, said point being the beginning of a curve to the right having a radius of 30.00 feet, a central angle of 107 deg 39 min 02 sec, a chord bearing of South 53 deg 50 min 28 sec East, and a chord length of 48.44 feet; Along said curve to the right, an arc distance of 56.37 feet to a point for corner; THENCE South 00 deg 06 min 19 sec East, continuing over and across said B.N.M. Properties tract, a distance of 108.77 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 24,860 square feet or 0.571 acres of land, more or less. Bearings shown hereon are based upon an on-the-ground Survey performed in the field on the 20th day of June, 2014, utilizing a G.P.S. measurement from the GeoShack VRS (NAD83) Network. EXHIBIT "A-111 Winkelmann --�d�;v� DRAINAGE EASEMENT d1: Associates, Inc. Q`(11J�C^.� e� 0.571 ACRES SHEET CONSUL71NO CML ENOINEERS • SURVEYORS 6. : 4 �aD,I O�,u1 (24,860 SQ, FT.) 0760 HanAW KAU D",sum W (ne)uo-na Al CAlw,row nm (m1 4.o-sow FAX 1_•01 A ip..... .,....: u EnYMn,Nc-nbet.allo+.i JAY t,U1;K" F—Rcg f'Jelen'•cer�le lfn IWlLGW E.1��f112.7115 ........ I-, I'� C C+'YR111111 O 2015 1Vn1e'me�n l/ul oc nel.i+. •' O F ' S714 �;: UCD SC91e: NIA r. >i :tj e3F 0 7001 PRESTON ROAD, SUITE 410 Date: 0927.15 URV 2 D 99 .File: 199 •ESMT•DRAINAGE DALLAS, TEXAS 75205 Pro'ect No.: 19999 ~ 15, 119919't4SURVEYI'amgmonlSU t INA -Uwo Exhibit"B" DESIGN SPECIFICATIONS FOR THE FACILITY STORMWATER FACILITY MAINTENANCE AGREEMENT 11 Rev. 12/29/2014 260627990 56390.005.13 DETENTION-2 Steps 1-year 10-year 100-year PRE-DEVELOPMENT T,(min) 14.7 14.7 14.7 1(from Table 5.15)(in/hr) 3.35 5.57 8.03 Qa(from Equation 1.26)(cfs) 8.77 14.58 21.01 a(Table 1.18) 95.8 203.9 322.1 b(Table 1.18) 13.4 21.1 24.4 Vpre(Equation 1.28a)(ft) 16896 33454 51846 P180(in) 1.771 3.45 5.43 Td(Equation 1.27) (min) 32_ 43 47 Ptd(in) 1.12 2.24 3.51 Vmax(Equation 1.28b)(ft) 26741 51576 80172 Area to be Detained(acres) DA Q, U,V,W,X,Y,Z, 8.57 AA,AB,AC,AD,AE,AF Pre-DevelopmentTc(min) 14.74 C, 0.30 Post-Devel opme nt Tc(min) 101C 0.80 POST DEVELOPMENT COMPOSITE RUNOFF COEFFCI ENT I.D. NO. RUNOFF C A(ACRES) C*A GREEN 0.300 POND 0.900 0.428 0.385 PAVED 0.800 8.292 6.634 TOTAL 8.720 7.019 COMPOSITE C 0.80 Winkelmann l Id-2-015 VOLUME CALCULATION & Associates, Inc. a�� T °oo ExHe�rOe-2 SHEET CONSULTMO CML ENGINEERS . SURMORs a "•••..•, •••• X00 SW-576 BOSWELL MARKET PLACE 67ao ft"Am r1m ORM,mm 32.1 (rn)�w-row O * ; * ; fr D FORT WORTH, TEXAS ' CA",ram 702!0 071)100-70p9 rA't YYVV roxos Fnptnea✓s ReplsVOtlon NO 89 ............................:.::. FTnn R�tyhyVofton/!lconrs No. 1008ffff04 Fxptro f2-JI^19 CW IGHr o 2015, NkWkMmonn&Assockt#s,Inc. ..�..................................`, .. tole N A 0-0"• 100106 4 OOfB 11/18 2015 40�,c�"•"`t `�*'0d 2. 11 18 2015 ISWM COMMENT M8 OW . File : 17 19999-POND 00�irs+''.. ®a 1. 10/21 2015 ISWM COMMENT M8 Pro ect No. : 19999.00 Coo%NAS. o" N0. DATE REVISION DESCRIPTION 8Y G:\199 99 ENGINEERING Construction Pions 19999-POND.dwg 5'X V OUTLET STRUCTURE DETAILS STORM 1-YR 10-YR 100-YR PEAK QALWWABLE 8.77 14.58 21.01 Heffective(ft) HWsloo-Wsl 0.57 100-YR Area(ft 2) A3 0.43 10-YR Heffective(ft) Hwslo-mi 0.5 Hwslo-wsl 1.65 Area(ft2) A2 0.35 A2 0.35 1-YR Heffective(ft) EA 0.75 Hwslo-FL 1.75 HWS10-FL 2.90 Area(ft2) 2.06 Al 2.06 Al 2.06 SLOT OPENING DETAILS ID Al A2 A3 RATING TABLE Width (ft) 2.00 0.35 0.38 Height(ft) 1.03 1.00 1.15 ELEVATION OUTFLOW STORAGE ORIFICE FLOW DISCHARGE RATE (FT) (CFS) (CF) 100-YR - - - - QA3 1.61 796.50 0.00 - 797.00 2.45 7,461.25 10-YR Orifice Flow - - QA2 1.21 QA2 2.19 798,00 10.12 32,351.25 1-YR Discharge (cfs) - - QAl 13.37 QAl 17.21 799.00 15.81 57,241.25 QTotal (cfs) 8.77 14.58 21.01 800.00 21.40 82,131.25 5.00' �- 3.0' 100YR WS ELEV. 799.92 0.50' 0.38' 1.15' 10YR WS ELEV. 798.77 0.35 1.00' 4.42' 1 YR WS ELEV. 797.77 0.24' 1.03' FL ELEV.=796.50 -►I �-- 2.00' SLOT OPENING DETAILS N.T.S. ®®� Winkelmann 03-2 016 OUTLET STRUCTURE DETAIL D & Associates, Inc. ®q� � �' °°o DETENTION-2 SHEET ��,••. ........ A• •., 0o EXHIBIT B CONSULTING CIVIL ENGINEERS ■ SURVEYORS A�.; Oo SW-576 BOSWELL MARKET PLACE 6730141-ST PLkU DRNE,SUITE 323 (972)490-7090 DALLAS,TEXAS 75230 (972)490-7099 FAX o * • * 0 FORT WORTH, TEXAS 2 Texas Engineers Registration No. 89 ;r.........p.�.....�..�...........:�.. Firm Reglstrotion,4lcense Na. 10086600 Expires 12-31-15 ��A oT9f�x.T./T�NI��S OF C01°1RIGHT C�2015, lSfnkelmonn&Associates,Inc. ................................... /� SCole : N A 1Ao'O9'. ��� :��d 2. 03/22/2016 ISWM COMMENT MB 4 Dote 03/22/2016 A0�,6�•. 2. 11/18/2015 ISWM COMMENT MB DW . File : 19999-POND �O�trSi ....... 1. 10 212015 ISWM COMMENT MB e Pro ct IVO. : 19999.00 �n� NAL ® N0. DATE REVISION DESCRIPTION BY G:\199\99\ENGINEERING\Construction Plans 19999-POND.dwg CHAIN I_INKi 1~Nt{E GMIC 13— a 0 1 1�1_ i� EX $ " 5'X5' OUTLET STRUCTURE C) J O 6' CONCRETE FLUME -SPA _. —_ 797 FIT 1 _EARTHEN MAINTENANCE RAMP 8, rJ 1 W - 0 10' WIDE AT 15Z MAX GRADE Lul - SESSIONf -- 1 �t I PLAN VIEW st0� � N.TS EMERGENCY SPILLWAY 0=72.83 CFS C=3.087 1-1=0.344 FT L=167 FT EXISTING GRADE YR WS_ELEV_e 799.92 EMERGENCY SPILLWAY ELEV. 799.92 PROPOSED GRADE SECTION B—B N.TS Rwh-n— Winkel>Imann ll l 0 ,,15 EMERGENCY SPILLWAY SCHEMATIC a o DETENTION-2 & Associates, Inc. � �� T e0 SHEET _ EXHIBIT B CONSULTING CIVIL ENGINEERS • SURVEYORS �� •+••• DDD SW-576 BOSWELL MARKET PLACE 6730 Ru1D9EST FLA7.1 OM WnE 323 (07:)490:7010 O * , it Q FORT WORTH, TEXAS 3 DALLAS,TEXAS 73130 (679)490-7099 FA% • s`V ••••• T-"ag'o*ers Raylatrotl6n Na 99 ................................ F'Irm Repplstrollm/1/tensa No, 100888Q0 Expbes 11—J1-15 COPYRIGHT=:�1018, ll l lmann I Ass Zle7.Inc. MARIA C'• A,. OF ................................... Scale : N A Q.p�,• I moe O 4 Date 11/18/2015DD�•;��C � 2. 11 015 ISWM COMMENT 18 2MB td DW . File : 19999-POND 0 04D ....... 1. 10 21 2015 ISWM COMMENT MB Pro ect No. : 19999.00 4q NAL o� N0. DATE REVISION DESCRIPTION BY G:\199V99\ENGINEERING\Construction PIons 19999—PONO.dwg e 11� /� GAS MAR C ;QR r Irr N• `6 - - STd797` � �_ �� i I I rl i -- - --- 804 l,J ---- PLAN VIEW SCALE.• 1" = 50' Winkelmann 11-I&q,q15 GRADING PLAN �`• & Associates, Inc. 4 DETENTION-2 �.��., ,Toon SHEET t .• EXHIBIT B CONSULTING CIVIL ENGINEERS n SURVEYORS /� ' •• DO SW-576 BOSWELL MARKET PLACE •. $700 HILLCAM►LAZA ORNC,SUM e1e (07x)100-7000 P*Co.-* •• �} 4 �„u,,,ER,,, 7e?0 ($„j�_,�,$,�„ * ; �, � FORT WORTH, TEXAS fexoa E'ngfneare R$Qlatrallon Na 89 ................................... Firm Regqlsln7Ron/llCense No, 1009$.00 Esplrea 12-31-15 COPSRlCHF,-1 2015 Wlnkelmonn Ss Assoelotes,Ino. MARIA,�',,,D,,,,.„•,'•N„�,WS OF SCQ/B : N/A QQ"Q'• I M� 4 o�•• `� Dote 11/18/2015 �Q�•.• .'��Q 2. 11 18/2015 ISWM COMMENT MB DW Fill 19999—POND OD �S,O•••••��d¢ 1, 10/21/2015 ISWM COMMENT MB Pro ect No. : 19999.00 qq NAL aQb N0. DATE REVISION DESCRIPTION BY G: 199 99 ENGINEERING Construction Pions 19999—POND.dwg sr/Y• r/���1� EXHIBIT—B v ��``T j _ .fHT r; 114 �F 1 0" 80' THIS DOCUMENT IS RELEASED FOR ME PURPOSES OF RENEW UNDER ME AUIH041TY OF WWAtNE JO'NER,RLA N0.2071 ON II-18-2015 AND IS NOT!0 BE USED FOR ----. CONSTRUCRON,WOOING OR P£RART PURPOSES PROJECT. 2759-00-01 mi m a DATE: 11-18-2015 KR O GER 576 PORT WORTH, TEXAS my=kie+mannis+assWates a W4%6.n,o - DRAWN BY: DKJ � Ibpe reglstrotion number f- 2759 200 eosI ah ram SHEET NO.: 1 OF 3 orIia9Lon, lex as 76010 DETENTION AREA LOT 5 817- 459-1571 p LANDSCAPE PLAN fax: 817-274-6757 SCALE: 1 " = 80'—O" www mmotexos cam EXHIBIT—B LOT 2 PLANT LEGEND GENERAL UTILITY NOTES: TREES CODE �OMMON NAME/BOTANICAL NAME L ALL EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. O ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CE I:FDAR "IM/ UIMUS CRASSIFoI IA CONTRACTOR IS CAUTIONED THAT THE OWNER AND THE ENGINEER 4ATURE SIZE 80' H X 60 IV. NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY ,. ,, _ _.-. __.... OF THIS DATA, 17 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO - -" - CONTACT THE UTILITY AFFECTED AND VERIFY THESE LOCATIONS AND RO 7HUMARO RED OAK/QUERCUS SHUA4ARDII ELEVATIONS PRIOR TO CONSTRUCTION. dMTURF SIZE BO' H X BO' IN 2. CALL 1-800-34I-8J77(DIG-Tf55)OR OTHER UTILITY LOCATING SHRUBS CODE :OMMON NAME/BOTANICAL NAME SERVICES IB HOURS PRIOR TO CONSTRUCTION ACTIVITY. MYCOSKIE - ---- -- MCINNIS ASSOCIATES, INC. IS NOT RESPONSIBLE FOR KNOWING ALL 1© I)4VARF BURFORD HOLLY/ILEX CORNUTA 'BURFORDII NANO EXISTING URLITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON ea TORE SIZE 5" HT.X 4 IV. DRAWINGS. INOHEIAIER S MUHLY/AIUHLENBERGIA UNDHFIMFRI LMAi FURE SIZE 4 H X J' 11Z _ GENERAL NOTES: MF ,fEXICAN FCATHER GRASS/NASSCLLA TENUISSIMA AATURF S17F 2' H X 2' Pl. L CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO "'INK MUHLY/MOHLENBERCIA CAPILLARIS COMPLETE THE WORK SHOWN ON THE LANDSCAPE PLANS. PAT 4ATURE 51ZE 2' H X 3 W. � 2. ALL PROPOSED HARDSCAPE, LANDSCAPE, AND IRRIGATION SHALL BE INSTALLED PER LOCAL CITY ORDINANCES AND STATE REOUIREMENTS, GROUND COVERS ( CODE :OMMON NAME/BOTANICAL NAME WHICHEVER IS MORE STRINGENT. NOTIFY OWNERS REPRESENTATIVE AND "l/ / LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. �� BS 3ERKELEY SEDGE/CAREX TUMULICOLA J. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF ri- -- •< i{- - - -- - - --- --- - -i FAMILIAR WIN ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES AND 3 CD :DlAh40N BERMUDA/ CYNODON DAC7YLON � LINE RUNS. 4, CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES BASED ON THE DRAW NG(S)AND ACTUAL FIELD DIMENSIONS. QUANTITIES " SHALL NOT BE CONSIDERED DED AS A ABSOLUTE. CONTRACTOR SHALONLY TO ME LNFOLLOWND KEY NOTE LEGEND DESIGN INTENT. 5. LOCATIONS OF BUILDING, CURB AND GUTTER,UNDERGROUND UTILITIES, CODE DESCRIPTION EASEMENTS, AND SETBACKS HAVE BEEN PROVIDED BY THE PROJECT CIVIL _. ENGINEER.REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL —'y _- _ __ .---. _... ..... .... .. .... INFORMATION. SHOVEL CUT BED EDGE, SEE DETAIL 2, SHEET L 1 04 PLANT MATERIAL NOTES: t r` ENTIRE EXTENT OF PLANTING BED TO BE COVERED WITH MIN 2"DEPTH T ALL TREES TO BE UNIFORM BY SPECIES WITH STRAIGHT TRUNKS, I N I OF M14ULCH, TYP MATCHING CHARACTER, AND FULL BRANCHING STRUCTURE. MULCH RING AT ALL TREES, SEE DETAIL 5, SHEET L104 2,ALL SHRUBS TO BE FULL AND UNIFORM BY SPECIES WITH MATCHING 3 y CHARACTER AND BRANCHING STRUCTURE. 1- J EACH PLANT VARIETY MUST COME FROM A SINGLE SOURCE SUPPLIER IN A- i DECOMPOSED GRANIT, SEE DETAIL 1, sHEEr L1 04 ORDER TO MAINTAIN A CONSISTENT APPEARANCE 4^A ---- -"-"` I 4,ALL B&B TREES MUST BE OF NURSERY STOCK CONDITION, p l T RIVER ROCK, SEE DETAIL 6 SHEET LI 04 5.ALL CONTAINER CROWN MATERIAL MUST BE OF NURSERY STOCK CONDITIONS, WITH A WELL-ESTABLISHED ROOT SYSTEM REACHING THE SIDES OF THE CONTAINER, TO MAINTAIN A FIRM BALL KWEN THE CONTAINER IS REMOVED, BUT SHALL NOT HAVE EXCESSIVE ROOT GROWTH ENCIRCLING THE INSIDE OF THE CONTAINER. 6.ALL PLANT MATERIAL SHALL COMPLY WITH THE MINIMUM REOUIREMENTS AS SET FORTH BY ME AMERICAN ASSOCIATION OF NURSERYMEN, TEXAS ASSOCIATION OF NURSERYMEN STANDARDS AND/OR AS STATED IN 714E PLANT SCHEDULE, WHICHEVER IS MORE STRINGENT. THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF REVIEW UNDER THE AUTHORITY OF DUWAINE JOINER,RLA NQ 7071 ON 11-18-2015 AND IS NOT TO BE USED FOR CONSTRUCRON,BODING OR PERUIT PURPOSES. PROJECT: 2759-00-01 m m a DATE: 1 1-18-2015 KR O GET- 5 76 FORT WORTH, TEXAS mycoskie associat DRAWN BY: DKJ . l ,---la Ibpe regislrollon number. 1- 2759 200 eusl obrom SHEET NO.: 2 OF 3 orIin91on, leans 76010 DETENTION AREA LOT 5 817-469- 1671 LANDSCAPE PLAN 1n< 817.274.8757 SCALE: 1" - 80'-0 www mmolex°s tom EXHIBIT-B IMPORTANT BACKFILL NOTE: App�,,s Flrtss fll.N_.0 er�F�:Ir,rH c,-dr"c'reml 'f,$r�lk rFRRl,el R rr�'Tnt_j.L T�.rt>T'`Lt' NCELFS.(If N,irTh (. fT-_}yFIrjL L A ffid". THOROUGHLY MIX TERRA—SORB.INTO BACKER ----- 00 NOT CUT CENTRAL LEADER; MARK THE NORTH SIDE OF --- -- � -r .�%' E CO—DOrdINA FE LEADER IF PRE THE TREE IN THE NURSERY, _ IF PRESENT AND ROTATE TREE TO FACE " -EACH TREE MUST BE PLANTED NORTH AT THE SITE - SUCH THAI THE IRUNK FLARE WHENEVER POSSIBLE _��'` IS VISIBLE AT THE IOP Ot IHE BEFORE PLANTING,IF ROOT--- ROOT BALL TREES WHERE THE FLARE 15 NOT VISIBLE, REMOVE TRUNK FLARE IS NOT VISIBLE EXCESS SOII. FROM THE TOP SHALL BE REJECTED DD NOT OF THE ROOT BALI UN TII THF COVER THE TOP OF THE ROOT ROOT FLARE 1S EXPOSED BALL IYITH SOIL --4"HIGH EARTH SAUCER BEYOND ONCE THE ROOT FLARE IS COGC DF ROOT BALL EXPOSED, SET THE TOP OF t ` THE ROOT BALL 2"HIGHER tC.. - -MULCH RING; SEE MULCH RING THAN ADJACENT GRADE � DETAIL FOR SIZE MULCH PLANTING PIT WITH 3" -DEPTH OF OF SHREDDED HARDWOOD ------- ---REMOVE ALL TWINE. ROPE AND MULCH KEEP MULCH J"AWAY WIRE, AND BURLAP FROM TOP FROM TREE TRUNK3,;r. ,r HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE PLACE ROOT BALL ON----- BASKET AROUND THE ROOT UNEXCAVATED SOIL SO THAT ROOT BALL DOES BACL, CUT THE W9RE BASKET 1N B �., FOUR PLACES AND FOLD DOWN NOT SHIFT OR SETTLE. .... r„j 8' INTO PLANTING HOLE. DIG TREE PIT TOFV,10E THE SIZE -- BACKFILL MTH NAVE SOIL NOTES: OF THE ROOT BALL EXCAVATED FROM TREE I DO NOT HEAVILY PRUNE THE TREE AT TIME OF PLANTING. PLANTING 2. PRUNE ONLY CROSSOVER LIMITS, CO—DOMINANT LEADERS, AND BROKEN 69-DEAD BRANCHES. 501,4E INTERIOR TKIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN, 3 STAKE FREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECL SEE STAKING DETAIL TNtl PI A1,11ING DETAIL IN ALL SOIL TYPES Nrs MULCH NOTE. 00 NOT PLACE 3"SHREDDED HARDIVOOD MI/ICH - MULCH ON TOP OF ROOF FLARE ADO AN ADOIT)ONAL INCH YEARLY OR IN CONTACT WELL TREE KEEP AUCH 2'AWAY FROM SET ROOTBALL CROWN TRUNK 1/2'- I "HIGHER - IRUNK 04 SIE4IS OF SRRURS THAN SURROUNDING SHOVEL CUT BED EDGE FINISHED GRADE. PER DETAIL THIS SHEET ` T SLOPE FINISHED GRADE f/f BO NOT CREATE YIAIER 2 7 ,._. i.... yy J AT BACKFILL AWAY FROM AT SHRUB PUJlRNGS 1� C.-C J ROOTBALL }5i MULCH ENTIRE EXTENT OF PLANRNC BED TO 2'DEPTH F. FINISHED GRADE. F i '•�, .Y G•'I 4 \t �� 5' FOR I CANOPY TREES, T� 7yFJ' �y ( .� V 4' FOR :7 11 ORNAM NTAL TREES f f I1 . .I�I- ��- ftl=,1_��-111 SOIL I ! R TINE ,11fCHD£!t PER 'Fll�C_ SPECIFICATIONS SHEET L 7 02 { IJII 111��1--��I 111-il{L {SIC- III Ell I III I I!n�l I 111 rREE TRUNK Iii.- ORNAMENTAL TRCANOPY EE ------ "/00 REFER TO TREE PLAN17NG tt,�$Its.oTO MOVE SQL DETAIL FOR PLANTING INSTRUCTIONS SHRUB PLANTING MULCH RING AT TREES 2 NTS `� NTS THIS OOC9AIENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF OUWAINE JUNER,REA NO.2071 ON I1-18-2015 AND 15 NOT TO BE USED FOR CONSTRUCTION,BIOWNC OR PERUIT PURPOSES. PROJECT: 2759-00-01 KRD GE'R 576 m ml DATE: 11-18-2015 FORT WORTH, TEXAS mywskie+nidnnis+asscdates d-semombu%o DRAWN BY. OKJ lbpe registration number: 1—2759 200 eosl °brom SHEET NO.: 3 OF 3or1in9ton, lex°� 76010 DETENTION AREA LOT 5 817-469-1671 LANDSCAPE PLAN I°°° 817- 214-6757 SCALE: 1 11 = 801-01, EXHIBIT-B i Liv \ y r i i y 20' DRAINAGE GE — �/�- — EASEMENT t'I t< 6 e 6 Vj L 82.8( 4 31 lY 5 259( a2 c4 —1 �• J 2.. — — hh PLACE AIAiNLINE Bf '€fN BACK V y CURB AND RETAINING WALL FOR OF DET£NT)ON'f � &ASW. LWNLINE IS SHOWN IN THIS LOCATION FOR GRAPHIC CLARITY ONLY, a II II I 0' 40' THIS DOCUUENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUWAINE JOINER,RLA NO.1071 ON 11-18-2015 AND IS NOT TO W USED FOR CONSTRUCDOV,&DOING OR PERUIT PURPOSES PROJECT; 2759-00-01 KR O GE'R 576 m1mla DATE: 11-18-2015 FORT WORTH, TEXAS my sWe+ nds+afates DRAWN BY: DKJ Ibpe re9islralion number. f—2759 200 east ab,— SHEET NO.: 1 OF 6 or 1 in 9Inn to xos 76010 DETENTION AREA LOT 5 817-469-1611 IRRIGATION PLAN to„ 611-274-0757 SCALE: 1r' 40'-0rI www mmalexos com EXHIBIT-B ��AbD IRRIGATION LEGEND IRRIGATION LEGEND, CONT'D " 7.rANUrA�TURFR/nroDEL/D€5rR7r7�lUN �/uB'oT"— — ;rnNU i-Tuif�MuuttjTSEsc�tll��u"� -- 61�0 V f-lkOTAfvf (10,16 HP t l71f 1 1/2; 2', AND 3"PLASTIC ELECTRIC REMOTE HE r 7 n,1r s Rf'."S t R7 o' C ULA H( J ID r�u ® ';ONTROL VALVES GLOBE CONFIGURATION, WITH �1 b Bxt1) 0 Tt)YAtIJI Hi'lillf &A PR 54U "JPT THREADED INLET/OUTLET, FOR V.100 r. A ,'n IGNNI.OJ 1f1 90 if,i116, G t,o;llf :OMMERCIAL/MUNICIPAL USE JLIN' ?TO IO ?0 nR 0-0, J Ufrut 60 Tt" --_-- ..___...... _7DN7'77"h'+7 EXHIBIT-B REFERENCE NOTES LOT 5 CRITICAL 1\ LOCATE VALVE BOY,ES IN PLANTING AREAS AWAY FROM ANAL YSI ! POTENTIAL PEDESTRIAN OR VEHICULAR TRAFFIC r MAINLINF SHOWN IS .SCHFMATIC COORDINATE LOCATION WITH Ilafer Source Informolion: `.,. OWNERS REPRESENTATIVE. FLOW AVAILABLE Wale, Meter Si— I' Flo,, Avoi/able: 3750 qpm \r EXTEND ALL SLEEVES 24"BEYOND HARDSCAPE EDGES AND €' SLEEVE WIRE SEPARATE FROM WATER g PRESSURE AVAILABLE d(¢ Static, Pressure of POC. 7000 psi Fle al an Chong 5 00 it ( Se ee Line Sze 1 1/2'• INSTALL QUICK COUPLER VALVE IN 10"ROUND VALVE BOX It t s I i€ Pressure Available: 67 00 psi DESIGN ANALYSIS REMOTE CONTROL VALVE IN VALVE BOX WITH BOLT OON'N LID ((` M m Station, FJ.,,: 5382 qPm f SET TOP OF BOX 1/2"ABOVE FINISHED CRADE tS FIS?.:. Residual Elan,Available: 3 68 gpm ` INSTALL ISOLATION VALVE BETWEEN EACH VALVE AND Pressure Req o1 Critical Stall— 4663 psi I tf MAINLINE Loss for Fillings: 035 psi Loss for Main Line: 351 psi ,,.. toss for POC to Valve Elevation: 000 ps € Loss lar Backflow. 650 psi f,1, ADJUST ALL SPRAY HEADS TO ELIMINATE ANY OVERSPRAY Loss for A4aster Valve: 1 52 psi p f ONTO SIDEWALKS, BUILDINGS, AND AUTOMOBILFS Loss for Water Meter 570 psi Cr 1 cal Slot n Pressure at POE, 6471 PI ` CONTRACTOR TO ENSURE 100% COVERAGE OF ALL Residual Pressure Available: 2.79 psi `., LANDS'APL AREAS BY IRRIGATION SYSILM SPECIAL WATER PRESSURE NOTE: lF STATIC WATER PRESSURE IS LESS THAN 70 PSI COORDINATE CONTROLLER LOCATION AND ELECTRICAL SERV/CE OR GREATER THAN 80 PSI, CONTACT LANDSCAPE WITH OWNER OR OWNERS REPRESENTATIVE ARCHITECT PRIOR TO PROCEEDING WIN INSTALLATION �.OF IRRIGA RON SYSTEM. ,y METER LOCATION SHOWN 1S SCHEMATIC REFER TO CIVIL DRAWINGS FOR LOCATION OF TAP AND SERVICE LINE. VALVE SCHEDULE LUMBER MdODEL SIZE TYPE _ PSI GPAI f I tJIUNTER ICV-G 1-112" TURF ROTARY 4427 2027, 2 rUNTER ICV G 2" TURF ROTARY 45 17 29 92 3 LINTER fCV-G 2- TURF ROTARY 4290 f 25,48 4 LINTER ICV G 2" TURF ROTARY 43 37 [-3275 75 5 PUNTER Ir V C 2 TURF ROTARY 46631.50 97 6 I-IUNTER ICZ 151-40 1 1/2 AREA FOR DRIPLINf 4409 3382 THIS DOCUMENT IS MCA=FAR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF OUWAINE JOINER,RLA N0.2071 ON 11-18-2015 AND IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES PROJECT: 2759-00-01 m m la DATE: 11-18-2015 KR O GER 5 '�6 FORT WORTH, TEXAS my sloe+ nils+a gates DRAWN BY: DKJ CM '.�••wwIr�.wasec". a•�to tbpe registration number: 1 - 2759 200 east ab ram SHEET NO.: 3 OF 6 ar'fagton, taws 760,0 DETENTION AREA LOT Jam' 8 1 7-4 6 9- 1 6 7 1 IRRIGATION PLAN Iar: 817-27°_6757 SCALE: 1" = 40r-0" ".w mmale--s e a m EXHIBIT—B e d FfMSH GRADE ILL--sm.Y Ly ur 7 n r flit B'Rp YLRi POP XP-12QOX 7 hLKYlrr{Lfrt LUPINO; _ O Y SELF-Pk PC17A. BARB CONNECTOR, TURF POP UP HEAD -'-'—"' J PAIN Bp SPB-U25 { 1/2 fdARLEX STREET ELL TO CUR©OR 1RNBL ivBfh".. BARB ELL X MILT- ---- WAIK AS RFCUIFCD) 1/2"MARLEX SIREL; ELL C NOTE I DO NOT INSTALL ANY TYPE OF NOZZLE IN MICRO POP-UP PVC TEE(5XSXT) 2 INSTALL ONE(1)MICRO POP-UP, IYITHOUT NOZZLE, TO OR ELL ��_ i/Z"POLYETHYLENE FLEXIBLE FUNCTION AS AN OPERATION INDICATOR ON EVERY DRIP LATERAL LINE. TUBING, LENGTH AS REQUIRED. IRRIGATION ZONE. 1 TURF ROTARY FLEX ASSEMBLY 1OPERATION INDICATOR32840313-02Q0HP NTS SPECIAL NOTE: OUICK COUPLE VALVE BOX LID TO BE PURPLE. QUICK COUPLE VALVE TO BE INSTALLED WITH PURPLE CAP. MAINLINE .,� pp"D,_14 LILA tALYC L"UX. �j / PL f 01', 1111 LID 1riL ADAPTER ` ',LHI} flFr (,6Wr rNRS. Q/ Q�V ��---a i:llStfE tl GRADE Sll s j ji i�KlL?tF CHECK VALVE 12' MAX ttil,l ?,4L tAl}I1'y�vi 1 1 6 'I w 1L1I J�-:TE-. - - j h FINISHED GRADE 4 N TO POINT OF CONNECTION 111 I_1]„�' Lt l 111 —,rvelRa VALVE Box ' (ilt11):11N1�j QUICK COUPLING VALVE AS SPECIFIEDI STAINLESS --GAL V. NIPPLE, PPC E, LENGTH AS REO -a.rgtf ADAPTER STEEL CLAMPS 6„VEEP LAYER OF 3/4' CRUSHfO ROCK -PE.i f,AAVE1F{PL NI PVC SCHEDULE 80 TWO 6XZX 16 CONCRETE 7 [ NIPPLE BLOCK CAPS, ONE ON EACH STEEL X IPE GALV - BTCCL PIPC. / P NOTE. s1oE of THE Box ')E 11 \/✓/}j)1 INSTALL DOUBLE CHECK VALVE PER ALL APPLICARLE THREE PVC scH BD ELLS 12”PVC SCHEDULE 80 CITY AND STATE REOUIREMENTS. NIPPLE INS 14_LL. 6,0LAILOTT Nt14L W.WIL-11V IJAINLtNI AFib �I N l rj_VAt Vf 3 DOUBLE CHEC{< VALVE ASSEMBLY 4 QUICK COUPLER VALVE NTS 328406 43-02 THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUWAINE,KHMER,RLA Na"n ON tl-18-2oo AND IS NOT TO BE USED fOR CONSTRUCTION,&DOING OR PERMIT PURPOSES PROJECT: 2759-00-01 KR O GER 576 m Cl'l i DATE: 11-18-2015 FORT WORTH, TEXAS nnycos1de+rr-dnds+assoc1ates da DRAWN BY: DKJ .0r.w r . 'r. a omKmw o, ,a !blue registration number. I-2759 2 O I,—I obra m SHEET NO.: 4 OF 6 nr inglon. sexes 76010 DETENTION AREA LOT 5 617-469-1671 IRRIGATION PLAN 1u": 817-274-6757 SCALE: 1 11 — 40'-0" —nut",- EXHIBIT-B 20"X14"JUMBO /—LENGTH OTJHr OlItH WIRE WITH 30 INCH LINEAR PLASTIC VALVE 80X LENGTH OF COIL, WITH PLASTIC 10 TAG REMOTE CONTROL VALVE,---- AND WATERPROOF CONNECTORS. ONE PER VALVE BOX + BOX ABOVE GRADE ASHRUBS95 �' SFETT BOX FLUSH TO GRADE AT TURF_ PVC BAL( VALVE - RLV AS SPECIFIED 2OY 14 Jf7A(D©- '` /' FILTER AS SPECIFIED PLA 11C t,,III PUC BALL VALVE, SAME ---PRESSURE REGULATOR AS SIZE AS h!AINLINE 2' ABOVE GRADE AT BOX AND/:OtFR '.., SPECIFIED /SHRUBS WATER PROOF WIRE \ SE7 VALVE 3' 4" r SET BOX FLUSH ' i PVC UNION IV/SHORT CONNECTORS ON \ `, '' BELOI !0P OF BOX I I AT TURF. IS LOOPED WIRES >t ( J { 1 41 ( i (�- -1 if 7 �+ OUTLET PIPE SAME ` — it � ( _ 1 :"� ��(• - SIZE AS VALVE, ', t1 _I 2 ''Lb_} 11rrt3Ly4� �,� -Ilrr� i; 24"MIfL TO FIRST 1 _i! V'--/j >{ `1 4;2 FITTING r .w AS VALVE, 24 40 RISER / OUTLET PIPE SAME SIZE LAIN -' — LENGTH TO FIRST FlTTINO ' �) 45' DOWN AS REO TO --� 6K2X 16 CONC BLOCK "APS ,.. J L — S,T i£E W,F 2" LATERA. PIPE DEPTH ONE EA CORNER(4 TOTAL) ✓` {� NIPPLE AT VAINI INF. 6"LAYER OF PEA t£c. -- !� r-=j "" 6" LAYER Of PFA GRAVEL, ___ "-TWO 6X2X 16 CONCRETE BLOCK CAPS, UNDER LAY WITH FILTER FV.rru.. ' UNDER LAI'WRH FlLRAV FABRIC ONE ON EACH SIDE OF THE BOX. 5CHEOULE 411—' `>,_.__MAIN LILAC PVC 90 E1.80Y/.-_-_..._-_-Z PIPE. WITH PVC TEE. INSTALL ISOLATION VALVE BLIKNMAINLINE INSTALL ISOLATION VALVE BETNEEN MAINLINE AND REMOIE CONTROL VALVE AND REMOTE CONTROL VALVE "" REMOTE CONTROL VALYL 1 11 DRIP VALVI ,''i IL ATOR NTS 328406 13-04 NTS 328413 76-23 SET CONTROLLER 60"ABOVE WIDTH VARIES FINISHLO GRADE UNLESS OTHER4/ISE NOTED FINISHED GRADE _. ^�4,. •' — 2 DIAMETER }}" ..LL__,�(� 77 (( r. CONTROLLER AS SPF LIF IED - RIGID Sif'£L CONDUITI SECURELY RULE CONTROLLER' L FOR RC {VINES (JI 7(11 !•' TD WALL INSTALL BACKUP ? h '�iLl BATTERIES AS REQUIRED W QACKFILL WITH NATIVE SOIL BACKFILL LROUA'D AS PER MFC U VIA ER✓ET e,MECHANICALLY SPECIFICATIONS. COh1PACT TO RS PROCTOR DENSITY. U vi ALLOW 48 SOURS TO SETTLE, 3 12-X12"X4"STEEL 134CKFILL AND COMPACT AS 1/2"DIAMETER RIGID - JUNCHON BOX NL CCL SARY STEEL CONDUIT FOR GROUP WIRE BUNOL£5 PVC MAIN LINE I aS 110 VAC ELECTRICAL -. -.-- AND SPLICE TOf8 CA �\ WIRES VYITH TERMIN4L SOURCE. INSTALL AS PER LOCAL ELECTRICAL - - STRIP PER CODES SPECIFICATIONS vo FINISHED GRADE m � I�,�� _. 2"DIAMETER RIGID Y STEEL CONDUIT FOR ro LONC S1'/EEP IF �7l RCV WIRES -- �, USE PVC SCH 40 F- BELOW GRADE: 7 WALL MOUNT CONTROLLER $ MAINLINE NTS 728409 13-02 NTS 728409.76-OJ 114IS DOCUMENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER TME AUTHORITY OF OUWAINE JOWER,REA Na 2071 ON I1-18-2015 AND IS NOT TO RE USED FOR CONSIRUCDON,BIDDING OR PERMIT PURPOSES PROJECT: 2759-00-01 1 m DATE: 11-18-2015 KR 4 GE'R 5 '76 � 111 I FORT WORTH, TEXAS my lde nds+a lates *a�w DRAWN BY. DKJ lbpe req'Mralion number: I-2759 200 easl abranl SHEET NO.; 5 OF 6 iln9ta°, laza' 76010 DETENTION AREA LOT 5 8 1 1.4 6 9- 1 6 7 1 IRRIGATION PLAN 1°': 917-274-6757 SCALE: 1 H _ 40'-0r' www mmalexas c°m EXHIBIT-B Y; IAS SPECIFIED UXIPCIN£ OR ]/Z"ONIV tl.r(.:N(f� AR RELIEF VALVE r (rl A! ill(A77 up" fi AliTi- Ci ti f 9 It3.`f F1UT'4 CR 1"FPTXMP tT ftL Dh"./' nt yr l i ri I N 1 6"DRIP AOY. f 1/"X I•MPT ADAPTER. F f.L!tttiA -- 3 vC .Aff AAt ( FP7 X%"DRIP TUBING ttf,.41 NrSI] iTilf { j Ott{t fY. DRIP TUBING COUPLING FINISHED ,3 lr Tl1!SCVt a` L� CRADF !tl �' lI as rr�rurl• � -V. .Rtn a lo.Ic tl rlilr ",C Hf U H - ./� � UP i 4? CCidI At r)tt ° IRS 1.5 lf=_71E t! t'kk77 AIR ID,10, tot,Ii, AT !i sl !1 f fill,, / l RI EAhTTEN 6 1js. TC LOISN Stlyl"At \ Z I !tr Offs 11 7 Q�t yJ — 3°THICK LAYER OF WASHED /Tt if f (� ,(`T}��(} �('�" L G 4 r,f . RAVEL_ THE 60X SHALL I iy I ,i i7 ...� REST UPON THE ROCK BED J 00 NOT EXTEND GRAVEL INTO !0AII OR /C. , BOx. 4F� A urrl �f`� !IOFdD T NO rfEn rXvancc c0,11ta rFcp FIK11Mr1.c E� SPIT CtAf tJofr ww'IN frrvs Iiia r r, i!IN4 Tio'l or il 441VAF 1 rioAt I-19T D"�C�1ieC (11{F'3 INSTALLATION NOTE: DRIP Alf? RELILF VALVL- IN BOX I. 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YUX.Yi�QI-1 NOUNGf_^15S S1L3T'f'fJ 10 1 r PF(;A1 OR10 INI 11%14 IAI I Il/ION NIS THIS DOCUMENT 15 RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF OUWAINE JOINER,RLA NO.2071 ON I7-IB-2015 AND IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES PROJECT• �2759-00-0 m m DATEia : 1 1-18-2015 KR O GER 5 '76 ' I ' 1 ' 1 FORT WORTH, TEXAS mycoskle+ •nnPs+ fates DRAWN BY; DKJ "`"r fte"o tbpe re9istrolion number: (-2759 200 e nr T SHEET NO.: 6 OF 6 0r IIA9tun, te.o� 76010 DETENTION AREA LOT 5 817-4 6 9-16 71 IRRIGATION PLAN I o I: 617-274-8751 SCALE: 1" = 40r-0'e 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 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.05/102014 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 and Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Ra STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev,05!14//2014 Condition of filtrations stem Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.05/14//2014 N r d CL Q � m y a) a � 0 = O Z Y Z aCi > tm W E Q) ¢ a o m a) z z W G a `° O y w rn w w m cn cn y cn w cn ° w cn ° c d *� E E E E E E E E E E E E E E E C LL I O O O O O O O O O O O O O O O G U U U U U U U U U U U U U U U Q) O > O O O O O O O O O O O O O O O LO Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z `LL E ti O II IIIIII I IIIII V (n (n +Un� 'C wNNNwN �OC• }o N }N }o }O }N V/ } } } >- } } }p } } W tU � C,: V o � o •� 0 o f" o o 0 L c.. ° ° y Ca L V (� (n > ° ° c E o a) .a CL •Q W >, E y o) r• �.. o U CL a o _ a) cd V) w o y m > °' ° � O ° o ci 1 3 `� a°) v Z ca g v T o � c o E ai - aa) a) �. r as �.. o ° r CL aa) U) c 0 c •ro aa) r w vii o o• ° ? 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