Loading...
HomeMy WebLinkAboutContract 47781-A1 CITY SECRETARY CONTRACT NO. x, AMENDMENT TO CITY SECRETARY CONTRACT NO. 47781 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO.47781, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and BAILEY BOSWELL MARKETPLACE LP, a Texas limited partnership "Landowner", acting herein by and through its duly authorized representative Robert V. Dorazil as Manager, hereinafter referred to as"Licensee". RECITALS WHEREAS,the City of Fort Worth("City") and BAILEY BOSWELL MARKETPLACE LP, a Texas limited partnership made and entered into City Secretary Contract No. 47781 (the "Agreement")to authorize the use of on-site stormwater management facilities(the"Facility")to be constructed and maintained on a portion of Landowner's property;and WHEREAS, the Agreement was recorded with the property records of the Tarrant County as document No. D216107730 which is one and the same as City Secretary Contract 47781 . WHEREAS,the Agreement contains exhibit(s) "A" (Property description), "A-1"(Facility description)and`B"(design specifications);and WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) "A", "A-1", and `B" in the Agreement to depict changes in location and design changes to the original agreement;and NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives, enter into the following that amends the Agreement: .�1056789, �i O OFFICIAL RECORD 2 14 � Amendment to CSC#47781 CITY SECRETARY °' CIryOF ORT ti Page FT. WORTH,TX �!le CIrySF EWRR>�l Pa e1of4 O.6q 9 e9 1. Exhibit"A" is hereby deleted in its entirety and replaced with the new Exhibit"A"attached hereto and incorporated herein to the Agreement, consisting of a revised location description of the Property. 2. Exhibit"A-1"is hereby deleted in its entirety and replaced with Exhibit"A-1"attached hereto and incorporated herein to the Agreement,consisting of revised location of the Facility. 3. Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the Agreement,consisting of revised design specifications of the Facility. 4. This Amendment shall be filed with the City Secretary as an amendment to the Agreement and also recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land,and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 5. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect EXECUTED on this the day of '� ,2017. Amendment to CSC#47781 Page 2 of 4 CITY OF FORT WORTH: Jesus J Chapa ATTEST Assistant City Manager City S tary Approved as to Form and Legality: 1 r'fj 0 f OR.... Leann D. Guzman :' Sr.Assistant City Attorney -� STATE OF TEXAS § (AS COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Jesus J. Chapa, Assistant City Manager, 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 of the CITY OF FORT WORTH, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this t JL day o f i ,2017. LINDA M. HIRRLINGER -H;*'J(AF�\j',S Notary Public,State of Texas `�•�P� Comm, Expires 02-02-2018 Notary Public, State of Texas Notary ID 12414474-6 FOFFICIALECORDAmendment to CSC#47781 ETARY Page 3 of 4H,TX 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. D.J.Harrell Developme t Serv' es Administrator Date: S O /'1 BAILEY BOSWELL MARKETPLACE LP a Texas limited partnership By: UCD Bailey Boswell GP LLC, a Texas limited liability company, its Genera er B V - • yr Printe Name: Robert V. Dorazil Title: Manager STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Robert V. Dorazil, Manager, 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 of Bailey Boswell Marketplace LP, and in the capacity threin stated. GIVEN UNDER MY HAND AND SEAL OF QfT4CE thisJ'kda�y_of , 2017. TERRY MONDAY PAPER Notary PubliC, state of Texas My Commission Expires r•;:•' November 24, 20176*Public State of Texas Amendment to CSC#47781 Page 4 of 4 EXHIBIT"A" LEGAL DESCRIPTION OF PROPERTY Lot 5R, Block 1, Boswell Marketplace,an addition to the City of Fort Worth,Tarrant County,Texas, according to the plat there of recorded in County Clerk Instrument No. D216277264,Official Public Records,Tarrant County,Texas. EXHIBIT "A-1" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev,05/14//2014 7 CURVE TABLE REMAINDER OF B.N.M. PROPERTIES, L.P. NO. DELTA RADIUS LENGTH CH. L CH. B VOLUME 13998, PAGE 568 CC#D199228248 C1 73055'18" 30.00' 38.71' 36.08' N36°51'19"E 0R �.- t , W / C2 108°14'11' 30.00' 56.67' 48.61' N54°13'25' Mp.K l Go M ' 409e; 3 8o,�„E/ LOT 6R, BLOCK 1 °52 BOSWELL MARKETPLACE CC#D216277264 G� x F2�VA X — — X ' DRAINAGE EASEMENT ABANDONED BY CC#D216277264 0.511 ACRES rn °0 (22,241 SQUARE FEET)' Co S89°53'41"W 18.50' N46058'45"W ( S89°53'4 'W 184.14 29.95' POINT OF BEGINNING LOT 7, BLOCK 1 I BOSWELL MARKETPLACE I �I CC#D216277264 CN LOT 4,BLOCK 1 LOT 5R, BLOCK 1 it BOSWELL MARKETPLACE BOSWELL MARKETPLACE CC#D216034100 CC#D216277264 N O I W E I ZI iFI S 5'RIGHT-OF-WAY 30' 60' DEDICATION P I T OF CC#D216034100 COMMENCING Scale 1"=60' WEST BAILEY BOSWELL ROAD (VARIABLE RIGHT-OF-WAY) EXHIBIT"A-1" Winkelmann PRIVATE DRAINAGE EASEMENT & Associates, Inc. OF 0.511 ACRES SHEET CONSULTING CML ENWNEERS ■ SURVEYORS •GtgT AF-}- SQ. FT. aw Nuraor w.a oeYc..,c m . -7o.n (22,241 ) 6w.utt w 75M �'i'n .� Mo ins r m Tern Ergs m Regm i Dn No 89 Firm RepYlretlwrMoerw No.100ebfi00 Exprn 11J1-t6 •EOhAR••J Y•LU KER UCD QF COPYROW O 1016,Wlnkelm m 6 MwcYoes.Iro. Scale: 1e,60 .. ,.... Date 09.23.16 •�9°R S�o�'�;.OQ,Gi 7001 PRESTON ROAD, SUITE 410 Dwq.File. 19999-ESMT-DRAINAGE3 'L• Rv�y l DALLAS, TEXAS 75205 Pro ect No.. 19999 -� 1199991 URV Y1 asements119999- - IN 3.dwg PROPERTY DESCRIPTION (Private Drainage Easement) STATE OF TEXAS § COUNTY OF TARRANT § 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 Lot 5R, Block 1, Boswell Marketplace,an addition to the City of Fort Worth, Tarrant County, Texas, according to the Plat thereof recorded in County Clerk's Instrument No. D216277264, Official Public Records, Tarrant County, Texas, and being more particularly described as follows COMMENCING at a point for corner on the North right-of-way of the Southeast corner of West Bailey Boswell Road, a variable width right-of-way, said point being the Southeast corner of said Lot 5R and the Southwest corner of Lot 7, Block 1, of said Boswell Marketplace; THENCE North 00 deg 06 min 19 sec West, departing the North right-of-way of said West Bailey Boswell Road, along the East line of said Lot 5R and the West line of said Lot 7, a distance of 212.50 feet to a point for corner; THENCE South 89 deg 53 min 41 sec West, departing the West line of said Lot 7, over and across said Lot 5R, a distance of 18.50 feet to the POINT OF BEGINNING, said point being on the South line of a Private Drainage Easement recorded in County Clerk's Instrument No. D216034100, Official Public Records,Tarrant County, Texas; THENCE South 89 deg 53 min 41 sec West, along the South line of said Private Drainage Easement, a distance of 184.14 feet to a point for comer; THENCE North 46 deg 58 min 45 sec West, along the Southwest line of said Private Drainage Easement, a distance of 29.95 feet to a point for comer; THENCE North 00 deg 06 min 19 sec West, along the West line of said Private Drainage Easement, 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; THENCE along said curve to the right, an arc distance of 38.71 feet to a point for corner; THENCE North 72 deg 52 min 07 sec East, along the North line of said Private Drainage Easement, a distance of 110.86 feet to a point for comer; THENCE North 71 deg 39 min 30 sec East, continuing along the North line of said Private Drainage Easement, a distance of 40.98 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 108 deg 14 min 11 sec, a chord bearing of South 54 deg 13 min 25 sec East, and a chord length of 48.61 feet; THENCE along said curve to the right, an arc distance of 56.67 feet to a point for comer; THENCE South 00 deg 06 min 19 sec East, over and across said Private Drainage Easement, a distance of 102.96 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 22,241 square feet or 0.511 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-1" Winkelmann PRIVATE DRAINAGE EASEMENT & Associates, Inc. OF F 0.511 ACRES SWEET OOHM&TINO CML ENGINEERS • sumElrorts ,.��j%$rEgF;f,9 (22,241 SQ. FT.) ON IW WW MAA SSG UM373 (ET!)M►•70E0 Tnn Enpnasn Regetrmm No.89 Fe,n ReOIWMpMkenfe No.tlgeee00 Exotref 12-31-16 .. ,LUE ER UCD �F CQPYRK*IT 0 2016,1Mnke—n a A6.0afhs,MIC. l I t J ' LUEKER Scale: N/A A .7 ��'¢- Date: 09.23.167001 PRESTON ROAD' SUITE 410 7-•i%,:''• � E r,.O Z DWQ.File: i9999°ESMT-0RAINAGE9 � "R44 Q/ DALLAS, TEXAS 75205 Proiect No.. 19999 G:1199199\ Easements E T-DRAINAGE3.dw9 EXHIBIT B-1 Design Plan and Specifications DETENTION-2 Steps 1-year 10-year 100-year PRE-DEVELOPMEN TT,(mIn) 14.7 14.7 14.7 I(from Table 5.15)(in/hr) 3.35 5.57 8.03 Qa(from Equation 1.26)(cfs) 8.771 14.58 21.01 a(Table 1.18) 95.81 203.9 322.1 b(Table 1.18) 13.4 21.1 24.4 Vpre(Equation 1.28a)(ft) 16896 33454 51846 P180(in) 1.77 3.45 5.43 Td(Equation 1.27) (min) 32 43 47 Ptd(in) 1.121 2.24 3.51 Vmax(Equation 1.28b)(ft') 267411 51576 80172 Area to be Detained(acres) DA Q, U,V,W,X,Y,Z, 8.57 AA,AB,AC,AD,AE,AF Pre-Development Tc(min) 14.74 Ca 0.30 Post-Development Tc(min) 101C 0,80 POST DEVELOPMENT COMPOSITE RUNOFF COEFFCIENT 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 8.7201 7.019 COMPOSITE C 0.80 Winkelll ann 08 1 0,g a6 VOLUME CALCULATION & Associates, Inc. opojer OF' T Hca DETENTION-2 SHEET EXHIBIT B-1 CONSULTING CIVIL ENGINEERS • SURVEYORS O � oO SW-576 BOSWELL MARKET PLACE 07.50 x¢Lcllrsr PLAZA Davi,suTc aye (sti)no-taw �:• ti FORT WORTH, TEXAS 1 oAILM mus 752M (072) -t 7)40 9 FAX * tl'.+ T os£ngp&M Rptrtmtlon N4 99 ....:............... .............. Frm Rrglrtmtkn/lkw"Na 10OW600£upr-12-31-15 MARIA C. BONILL/1-NICHOI.IS OF COPYRIGHT 102014NFkinann 6 Ariocbter,/no, k 08/15/20165 ISWM COMMENT F Scale, N/A Q� 100106 +Vp 3 03/22/20161 ISWM COMMENT Dote : 06 15/2016 � �/)r^ •.�t10 2, 11/18/2015 ISWM COMMENT 4 OW File 19999-POND � s{sv/" 11. 10 21/2015 ISWM COMMENT Pro ipr.t Nn19999.00 4p OteA� NO. DATE REVISION DESCRIPTION O 199 99 ENGINEERIN Consir.mtion PIcns 19999-PON@.dwg ?i/y SIX 51 OUTLET STRUCTURE DETAILS STORM 1-YR 10-YR 100-YR PEAK QALLOWABU 8.77 14.58 21.01 H.&&Va(ft) HWsloD wsl 0.57 100-YR Area(ft) A3 0.43 10-YR Heffecci"(ft) Hwslo-wsl 0.5 Hwslo-wsl 1.65 Area(ft2) A2 0.35 A2 0.35 1-YR tiv Heffece(ft) HW51-FL 0.75 Hwsio-FL 1.75 HwslO-FL 2.90 Area(fe) Al 2.06 Al 2.06 Al 2.06 SLOTOPENING 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 - 2.45 7,461.25 10-YR Orifice Flow - - QA2 1.21 QA2 2.19 797.00798.00 10.12 32,351.25 1-YR Discharge (ds) - - QA 13.37 X441 17.21 799.00 15.81 57,241.25 QTotal (cfs) 8.77 14.58 1 21.01 800.00 21.40 82,131.25 0.vv 0.50' 100YR WS ELEV. 800.90 J.0' 0.50' 0.85' 10YR WS ELEV. 799.55 -- -^0.84' 0.50' 0.69' 540' 1 YR WS ELEV, 798,36 K7 .398' 0.50' 0.86' FL - 1.00' j 726.,50 ��s--- 1.54' SLOT OPENING DETAILS N.T.S. I Winkelmann 08-1 0 016 OUTLET STRUCTURE DETAIL & Associates, Inc. Q- � aa4o DETENTION-2 t p' °°o EXH161 T B-1 SHEET CONSULTING CIVIL ENGINEERS ■ SURVEYORS Q ^�_•' Q SW-576 60SWELL MARKET PLACE 47sD KI EST fu2A DAw[.surt2 sae 72!0 n2> w- O Ap FORT WORTH, TEXASDLL ,TEXAS Z , 97 Tema EnOnws RsObtratbn Na OB ' A rt Frm R.yne,nebniucen.,.No 10OW600 Erpreo a-st-15 MARIA C. 80NILLA-NICHQLLS I Qp CCPYR$04T 0 20TS• MO.& n&Ass W.4 Inc .................................... 4, 08/15/2016 I ISWM COMMENT MB SCOIC' NIA 00'9. 100106 '-&A 3. 03/22 2016; ISWM COMMENT MB Dote 08/15/2016 .,�,.���p �0 2. 11/18/2015 I ISWM COMMENT MB DW . File 19999-POND Q�Fs Cfl '. DOs/ '""•��,a 1 10 21 2015 ISWM COMMENT MB Pro ect No. o lssss.00 %% NAL v NO. DATE REVISION DESCRIPTION RY 0, 199 99 ENGINE -1NG Consiructron Plane 19999-POND.dwg S.�i/ \ \ — Ex 8t \ \ 802 801 Ex IA- "-5 X5' OUTLET STRUCTURE. \ \--6' CONCRETE FLUME 77- )2 7- ,y+ STM 1 797f n QEARTHEN MAINTENANCE RAMP \ �2 $ 2 8Q2 � � 10, WIDE AT 159 MAX GRADE l B 803 s 1 803 I L I �. 1 80 p� }- PLAN VIEW N. T.S EMERGENCY SPILL WA Y Q=72.83 CFS C=J.087 H=0.344 FT L=167 FT EXISTING GRADE 100 YR WS ELEV. 799.92 EMERGENCY SPILL WA Y ELEV. 799.92 PROPOSED GRADE SECTION R-B N. TS MojAa Winkelmanm 08-1 gO o6 EMERGENCY SPILLWAY SCHEMATIC — 9 OF �Q DETENTION-2 dk Associates, Inc. d�-(f�•,. T o sHEET EXHIBIT B-1 CGNSULTING CIVIL ENGINEERS ■ SURVEYORS A 800 SW-576 BOSWELL MARKET PLACE 6770 N REST PLAZA OAVE,SUR[370 (072)sYo-70M o6uws,1[76 17736 (6n),67.779 FAX a * •, FORT WORTH, TEXAS 3 T....&6;n."R.0).bclw Na 80 ............................ n,0 R"lS&UU&V k n6.Ho. IMM600 Empk.3 12—a7-13AfARiA C. BONILLA—NICHOLLS OF COP CHT O am MNkdnow tr A.A6cbI... Ino. ........ .....................I.... 4. 08/15/2016 ISWu COMMENT MB SCQ! N/A QOM• 100106 3. 03/22/2016 ISWIM COMMENT M6 4 Date : 08/15/2016 0�it+'•4 0 2. 11 DW File - 19999-POND aooc�sts•.. �'r�r � /16/2015 i�rvrvi COMMENT M6 .. � 1. 10/21/2015 ism COMMENT MB Pro ect No. : 19999.00 �QO/QNA� a� NCFJ DATE REVISION DESCRIPTION, y G: 199 99 NGINEERIN onst,uction Plans 19999-POND.dwg S•/L% \ \ GAS MAR1 \ - ol If m Ij / 797 f 802 i 803 Sot PLAN VIEW SCALE.' 1" = 50' Winkelmann 08-1 X016 GRADING PLAN & Associates, Inc. ary T4° p DETENTION-2 SHEET CONSULTING CIVIL ENGINEERS ■ SURVEYORS 0 •'••'•. da10 WELLEXHIBIT AR e»o NlucaEs7 eLIZA move 3AxTL�3s SW-576 BOSWELL MARKET PLACE (nt))aeo-woo y DALLAS.TEAS 75730 077)sob-70ee FAX p FORT WORTH, TEXAS I tr Tema£apks"Repelrotba No.B9 ` Fkm R gls"Uae/lleenn Nn 10066600 Eapkw 12—l1-13 ' •""' COPMGHT a 2015, bNakelmaaa&Amoclalea Inc, .... .. BON....... H S ----- - OF 0,9/15/2016_ ISWM COMMENT MB Scale N A 'C'• 1001106 ......._ 0 �B/ 03/2�20i6 ISWM COMMENT Mg 4 Date 08/15/2016 oa �Y 97 -- ._ 19999-POND Qp � �+"_ •• �.�'� z 11/1B/2015 ISWM COMMENT MB Dw . File : pnSS�/........ ao� p/21 2015 ISWM COMMENT MB Pro ect Na. • 19999.00 °°�aAfA1 c2° NO. DATE REVISION DESCRIPTION BY G:\i99\99\ENGINEE-RING\Co6struction Plons 19949-PONO.dwg EXHIBIT B-1 Landscaping Plans / i 2w � 20' DRAINAGE EASEMENT / u d i 1,., 1M r fd I II - r .55j.3 26 21 ;:!j9 2, r 28.9_4 th 1 1y� �� � ��1Vd• `�)� I IIS V41S IIS S 1 40° nes pp7,,W4 r/S RELEASED FOR THE PURPOSES OF RENEW UA"R INE AUTHORITY OF OU"K JOWR•PLA NO.2071 ON 06/20/2016 AND 15 NOT TO BF USED FOR GUrv!r�r-4W BUNWX OR PENNY PURPOSES PROJECT: 2759—00—01 ..._- KROGE '7 R 56 m1m a DATE: 08/29/2016 1 FORT WORTH, TEXAS mycwkie+mcimis+associates dei-01nwrkq eurwyln0 lendeeepe amNledum plennlq DRAWN BY. DKJ Ibpe regelrelim amber; ,-2759 200 —1 ebr— SHEET NO.: 1 OF 6 erlinglu 1e.ne 76010 _ DETENTION AREA LOT S 8,7-489-1671 IRRIGATION PLAN 1..; 817-274-8757 SCALE: 1r' = 40'-0" ..+ mmnle.es cem IRRIGATION LEGEND IRRIGATION LEGNND, CONT'D IVIXACTURFRIMODELIDMITOPTMV Piz URF ROTATOR, 4-(10.16 CMPOP ) -UP WITH ; 1-1/2'; ?, AND J'PLASTIC ELECTRIC REMOTE HECK WLVE. PRESSURE REGIAMEO lO 40 PSI � ',ONTROL VALVES,GLOBE CONFIGURATION, WITH T 76 BAR), LRP ROTA70R MOZ21E ON PRSW VPT THREADED INLET/OUTLET, FOR YM.MAROON AWARC 00 l0 YtO. I-LYJIT ,OMA4ERCIAL/44UNICIPAL USE. LEC T 10 70 2%0 ARC, O-OLNE J60 ARC. _ DICK COUPLER VALVE, YELLOW LOCKING RUBBER O©® kuw ROTATOR. A-(10 16 CM)POP-IFP 1WH 'OVER, RED BRASS AND STAINLESS STEEL, WITH ACIORY WSTAI.LED CHECN WIVE, PAESSUIE y /4" NPT INLET, 2-PIECE BODY. GLRAITEO TO 40 PSI(2 76 BAR). IRP ROTATOR IZlE ON M40 BODY, K-BUCK ACV AMC VC BALL VALVE O-T 10, G-GREEN ALL AMC 210-2701. R+RCD ARC. Gy®O© URF ROTATOR, 4'{10.16 CM)POP-UP 1W/N "PLASTIC ELECTRIC MASTER VALVE, GLOBE AC1DRY INSTALLED CHECK V14 N2. PRESSURE 'ONFICURATKON, WITH NPT THREADED ML£T/OUTLE7, CLXATEO 10 40 PSI(3.76 BAH). MP ROTATOR OR COMMERCIAL/MUNICIPAL USE. It OH M40 BOOK B-BLUE AOJ ARC - t7-2t0, Y. YELLOW AOJ ARC 310-3701.A-GRAY )OUBLE CHECK BACKFLOW PREVENTION, 1/2"TO 60 ARC _ BF ® URI ROTATOR, 4.0-POP-UP WITH fwCTORY 1UNTEff PC-400 WITH(07] PCmr-jVO IGHT COMMERCIAL IT RESIDENTIAL CONTROLLER, IALCEQ CTQf7(MALVC, PRESSURE REGULATED TO -STATION EXPANDED MODULE CONTROLLER, 120 0 PSI, IAP ROTATOR NOIII.E ON PR540 BOOV © AC, OUTDOOR MODEL B-LIGeft BROWN ADJUSIAOLE ARC, 90-210 _ O URF ROTATOR. 4.0-POP-UP WITH CHECIR WLYE, ® GATHER STATION WITFREEZE NS SENSOR, WIND CENSOR AND FREEZE SENSOR, 120 VAC, 5 AMP 5 SSW REGIRAM) 70 IO PSI(2.)6 BARJ, MP EAR WARRANTY, IATEIR NOZZLE ON PR640 BODY. OR - ORANGE SIRAWER ARC 00 TO 210. Y� STRAINER (D lPll ROTATOR, A-(10.I6CM) POP-UP.11, TER METER ACTORY I1510111LED CHECK WIVE. PRFSSWK O GULATED TO IO PSI(7.26 BAR). MP ROTATOR ZZLE f*iLURIMN01a ADJ ARC 45-1015 ON SIO BODY VC CUSS 200 IRRIGATION PIPE ONLY LATERAL RANSITION PIK SIZES I"AND ABOVE ARE NDICATED ON THE PUN, WITH ALL OTHERS BEING jjAID IRT i ZM7MF KIT. 1-1/2-TCW GL OBC /I"IN SIZE. IN I-/!1'100 Ff1ER SYSTEM. PRRSSURF ION'40PSL FLOW RANGE 20 GM TO 6020 MESH STAINLESS STEEL SCREENPLD-06-12 (12) PIGAL PIPEIV IQ EVE SLL`VEEVE FOR IRRIGATION PIPE. PIPE PRESSURE COMPENSATING LANDSCAPE LEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING WITH BUILT—IN CHECK VALVE O.6GPH ND THEIR RELATED COUPLINGS TO EASILY SLIDE AI 12,0"O,C, ORIPLINf U17ERAL5HROUGH SLEEVING MATERIAL EXTEND SLEEVES AT 12 0"APART, WITH EMITTERS OFFSET 8 INCHES BEYOND EDGES OF PAVING OR NCUTAR PATTERN, UV RESISTANT ,ONSTRUCTION Valve Colloid Vokv Number M f Valve Flow IF Valve Size 40VAttav NOtES I REMOVE ALI STONFS AND DEBRIS FROM IRRIGATION TRENCHES PRIOR TO ANY BACKFILLING 2 ALL PWS APE JOINTS SHALL BE PRIMED WITH COLORED PRIMER PRIOR TO 7HE APPLICATION OF ANY GLIIE. J COORDINATE ALL APING AND HEAD POSITIONS WIN THE BUILDING CONTRACTOR AND LANDSCAPE CONTRACTOR.REFER TO THE PLANTING PLAN TO WSURE THE IRRIGATION SYSTEM DOES NOT INTERFERE INTH THE PLANTING SCHEME N ALL CONTROL MRMG SHALL BE PLACED AN THE MAINLWE TRENCH ADJACENT TO THE MAINLINE PIPE. ALLOW FOR SOIL EXPANSION KITH 18"OF EXTRA NIRS COILED IN EACH VALVE BOX. & GOORDIIA IF THE LOCA TION OF THE IRRIGATION CONTROLLER WITH THE ONIVER OR OWNERS REPRESENTATIVE PRIOR TO INSTALLATION, 6 COORDINATE THE INSTALLATION ON ANY AND ALL REOUITEO SIEEVES KITH THE GENERAL CONTRACTOR PRIOR TO THE INSTALLATION OF SITE PAWING AND FLAT WOW Z. THE IRRIGATION CONTRACTOR SHALL ADXST AND ADD TO THE SYSTEM AS REOUIRED TO ACCOMMODATE THE FIELD CONDITIONS TO ENSURE COMPLETE COVERAGE AND ADEQUATE OPERATION OF THE SYSTEM REGARDLESS OF THE DESIGN REPRESENTED B PROVIDE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR FROM THE DATE OF FINAL ACCEPTANCE. 9 ALL MAMAYLS AND LATERALS SHALL BE A MINIMUM OF 14"DEEP. 10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REGULATIONS ESTABLISIOD BY THE TEXAS CGWU15510N ON ENVIRONMENTAL DUALITY(TEED), THE NATIONAL PLUMBING CODE AND ALL LOCAL PLUMBING ORDINANCES. Ii ALL MATERIALS SHALL BE NEW AND UNUSED 12 ALL DRIPLINES SHALL BE INSTALLED 2-BELOW GRADE,SECURED WITH MANUFACTURER RECOMMENDED STAPLES A7 36"O.C. 13 AIR RELIEF VALVES INSTALLED IN DRIP IRRIGATION ZONES SHALL BE PLACED AT THE HIGHEST ELEVATION WITHIN THE ZONE 14. ORIPLIAIE SHALL BE INSTALLED A MWNUM OF 4"AWAY FROM EDGES OF HARDSCAPE ELEMENTS. D"ADVO Ek1 IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUWAME./OWER,RLA NO.2071 ON 06/79/7016 AND IS NOl 10 BE USED FOR MA*M 01 ZM BIDDING OR PERWT PURPOSES PROJECT.• 2759-00-01 m I m a DATE: 0812 9/2 0 15 � a GSR 5 76 FORT WORTH, TEXAS mycoskfe+rrx:i + �� oldwomeft wa yllp MiWomp66RNIWIIaMm plllnlI DRAWN BY: DKJ lWe rep(ralion number: I—2759 200 east a b r a m SHEET NO.: 2 OF 6 art 1nglan, le=ae 76010 DETENTION AREA LOT 5 B l 6 9-1 IRRIGATION PLAN 817-274-6757 SCALE: 1" = 40'-0" ... morale=ae nam REFERENCE NOTES LOT 5 CRITICAL •+/ S AWA PLOCATE ENTMLL PEDESTRIAN OR VEHICULAR fTRAFFIC.Y FROM ANALYSIS NAKJLINE SHOWN 15 SCHEMATIC. COORDINATE LOCATION WITH Woler Source Information., x OWNERS REPRESENTATIVE. FLOW AVAILABLE Water Meter Size: I. Flow Avoilable: 3750 gpm EXTEND ALL SLEEVES 24"BEYOND HARDSCAPE EDGES AND SLEEVE WIRE SEPARATE FROM WATER, PRESSURE AVAILABLE Stalic Pressure of POC: 7000 ps, Elevolion Change: 5,00 It Service Line Size: 1 1/2" V INSTALL QUICK COUPLER VALVE IN 10"ROUND VALVE BOX L6Lq{►LW rte^-•'"(,%Lq• ,661 If Pressure Aroilable: 67.00 psi DESIGN ANALYSIS REMOTE CONTROL VALVE IN VALVE BOX WITH BOLT DOWN LID Maximum Station Flaw: 33 82 qpm SET TOP OF BOX 1/2'ABOVE FINISHED GRADE Residual Flow M Available: 36B qp pT Residual Flow Avo7oDle: 168 gpm INSTALL L50LATAON VALVE BETWEEN EACH VALVE AND Pressure Req,at Critical Station: 4663 psi 8 AWhRJNE Loss for Fillings: 0.35 psi Loss !or Man Line: 3,51 psi Loss for POC to Valve Elevation: 0.00 psi Loss lar Backflow: 650 psi ADJUST ALL SPRAY HEADS TO ELIMINATE ANY OVERSPRAY Loss Lar Mosler Valve: 1.52 psi ONTO SIDEWALKS, BUILDINGS, AND AUTOMOBILES Loss for Mbler Meter, 5.70 psi Critical Station Pressure of PDC: 64,21 psi CONTRACTOR 70 ENSURE 7002 COVERAGE OF ALL Residual Pressure Available: "21psi e LANDSCAPE AREAS BY IRRIGATION SYSTEM SPECIAL WA7 R PRESSURE NOTE: !F STATIC WAIfR PA£SFAR£IS LESS IRAN 70P57 COORDINATE CONTROLLER LOCATION AND ELECTRICAL SERVICE OR GREATER THAN BO PSL CONTACT LANDSCAPE WITH OWNER OR OWNERS REPRESENTATIVE ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION OF IRRIGATION SYSTEM. to METER LOCATION SHOWN IS SCHEMATIC. REFER TO CIVIL DRAWINGS FOR LOCATION OF TAP AND SERVICE LINE VALVE SCHEDULE UMBER EL SIZE TYPE PSI GPM 1 UNTER ICV-C 1-1/2" TURF ROTARY 44,27 20.27 2 LINTER ICV-C 2' TURF ROTARY 45 77 2992 3 LINTER ICV- 2' TURF ROTARY 42,90 2548 4 PUNTER ICV-6 2" TURF ROTARY 43.37 3276 S UNTER KY-G 2' TURF ROTARY 46.63 30.97 6 UNTER /CZ-151-40 1-1/2" AREA FOR ORIPLINE 44.09 33.82 Tv S =AWN+IS RELEASED FOR TW PIAVPOSES OF RENEW WIDER TMC AUTHORITY OF DUWAI E JWR,LAA Na 2071 ON 06/29/2016 AND IS NOT TO BE USED FOR cros muCTlOef IRCONG LIP PERMT PURPOSES PROTECT. 2759-00-01 mEm a DATE: 0812912016 KRO GH-P 5 76 FORT WORTH, TEXAS mycoskie+nx;imis+associates aNn ltrpll.IYq.w.ww t■w6eoRetldlWaul9 a.wa DRAWN By. DKK Ibpe regletralim Iv,nba:N-2759 200 wa sl sblam SHEET NO.: 3 OF 6arua9 tan, te.a. 76010 DETENT rI �ON AREA LOT 5 617-469-1571 ,I IRRIGA TION PLAN l a.: 8 1 7-2 7 4-6 7 5 7 SCALE. 1w = 401-0M we• m m a l e.as c o m a •.e J .J PLANT LLATERNL iwAam. I 2 FINISH GRADE �- M S 9 © 1G10-SWM1 POP-LIP. 5 AWOM SM-MP XP_1200K Q4 B•LApLYETH1tp(rtmfic: ---- SELF-POMM OW 51' OO "RAW SM SM-On� TURF POP 1/P HEAD 1/2""NRLEX STREET ELL 70 CURB ON h ©B"pw, awnON rLMMG BARB LLL X MIP, WALK. (LENGIN AS REOtARED) 1/2•MARLLX STRE.E�T�ELL'.(/7 yy l NOTE PVC TCL(SXSXT) 1,DO NOT INSTALL ANY TYPE OF NOZZLE IN MICRO POP-LIP 2 INSTALL ONE _ OR CLL 1/2" . LENGTH LNE FLEXIBLE FUNCTION AS AN(OPERATION INDICATOR ONOUVNOZODRIP 70 LATERAL LINE. TUBING, LENGTH AS R[OUIRED IRRIGATION ZONE. 1 TURF ROTARY FLEX ASSEMBLY 2 DRIP OPERATION INDICATOR NTS 720103,13-02 NTS SPF LA1 NOTF: QUICK COUPLE VALVE BOX LID 70 BE PURPLE QUICK COUPLE VALVE TO BE INSTALLED WITH PURPLE CAP. A7RK".a1Xk7 MAIYLXVL t0.OwM[IER M"lK fn6Y HEAD BRWD MNbWA I LID 7 T AL7IPTCR IRN TN 1•IYGC/NLi"CTERS. i IMISHED GRADE `� 3 S� IRWBII CHECK VALVE 1r HAM 3 FINISHED GRADE. 4'' ` IO POINT OF CONNECTION IG-ALV JUMBO VALVE BOX ��� WICK COl1PLRLC VAL4E AS SPECIFIED. SS GALV. NIPPLE, LENGTH AS REO MALE ADAPTER S6•DEEP LAYER OF J/4PEA GRAVELCRUSHED ROCK. J"PVC SCHEDULE BO NIPPLE. TWO BX2X16 CONCRETE CACV--- BLOCK CAPS. ONE ON EACH NOTE: SIDF OF 7HE BOX. INSTALL DOUBLE CHECK VALVE PER ALL APPLICABLE CH BO 12"PVC SCHEDULE BO CITY AND STATE REQUIREMENTS, NIPPL, INSTALL ISOLATION VALVE BE_TWEEN MAINLINE AND QUACK COUPLER VA A 3 DOUBLE CHECK VALVE ASSEMBLY 4 QUICK COUPLER VALVE NTS 72640443-02 PROJECT. 2759-00-01 xRaGZR 576 mlma DATE.- 08/29/2016 FORT WORTH, TEXAS mycoskie+mcinnis'i assoclates mwomako+Ma six"w wdsomp"N1+"dm"nrrK1- DRAWN BY: DKJ Wpe regislrolim numbs:f-2750 200 ttsl tbr"It SHEET NO.: 4 OF 6 arItng10A, it°us 76010 DETENTION AREA LOT 5 8 1 7- / I1 IRRIGATION PLAN lar. 8'7-27`-8757 SCALE: 1' = 40°-411 ttt mmol eros 10m 10'k 14"JUMBO OMROLL[R WIRE WITH JO INCH LINEAR Pu5714 VALVE BOX. LENGTH OF COIL, W11H PLASTIC LD TAG REMOTE CONTROL VALVE, — AND WATERPROOF CONNECTORS ONE PER VALVE BOX SET BOX 1"ABOVE GRADE AT SHWIJBS SET BOX FLUSH TO GRAD£AT TURF PMC HILL VALVE ----RCV AS SPECIFIED 20X14 JUMBO FALTER AS SPECIFIED PLASTIC VK VE PK BALL VALVE, SAME BOX AND COVER SIZE AS MAINLINE 1'ABOVE GRADE A7 PRESSURE REGULATOR AS SHRUBS. SPECIFIED. WATER PROOF WIRE- SET VALVE J"— •" SEi BOX FLUSH PVC UNION W/SHORT CONNEC1l7R5 ON BELOW 70P OF BOX, A!TURF. �' NIPPLES 18"LOOPED WIRES I OUTLET PIPE SAME 24" AS VALVE, u 14"YW. TO FAR Sr 3 FITTING — 0 7 m C \ +—SCH 40 RISER OUTLET PIP£SAM£SIZE Q AS VALVE, 11"MIN LENGTH TO FIRST FITIING 6X2X76 CONC BLOCK 45'DOWN AS REO TO ONE EA.CORNER(4 IN.). SAT!EE W/2" LATERAL PIPE DEPTH NIPPLE AT MANA MAC 6'LAYER OF PEA ONAKI TWO 6X2X16 CONCRETE BLOCK CAPS, UNDER LAY WITH FILTER RIABRIC 6'LAYER OF PEA GRAVEL. ONE ON EACH SIDE OF THE BOX. PVC 90 ELBOW. SCNLOULE 40 MAIN LANE UNDER LAY WITH FILTER FABIdC PIPE. WITH PVC TEE. INSIALL ISOLATION VALVE BETWEEN MAINLINE INSTALL ISOLATQfi „VALVE BETWEEN W WLWE AND REMOTE CONTROL VALVE AND REMOTE CONTROL VALVE REMOTE CONTROL VALVE 1" DRIP VALVE FILTER REGULATOR N75 SZB40413-04 41'5 328413"76-23 '.. WIDTH VARIES SEI CONTROLLER 60"ABOVE �� ._...J FINISHED CR OT UNLC55 FINISHED GRADE _ OTHERWISE NOTED. 1"DIAMETER CONTROLLER AS SPECIFIED,—� RIGID STEEL CONDUIT SECURELY BOLT CONTROLLER FOR RCV WIRES 4} TO WALL INSTALL BACKUP BATTERIES AS REOUIRED W 61CXFILL WITH NATIVE SOIL 114CIlFI.l GROUND AS PER MFG, � WATER JET h MECHANICALLY _ SPECIFICATIONS. COMPACT TO 901E PROCTOR DENSITY. ALLOW 48 HOURS TO SETTLE, I m; 11"X11"X4"STEEL BACKFILL AND COMPACT AS 7/2"D44METER RIGID JUNCTION BOX NECC£SARY STEEL CONDUIT FOR GROUP WIRE BUNDLES PVC MAIN LINE— S 710 VAC ELECTRICAL AND SPLICE TO IB CA SOI�CE. INSTALL AS STRIP WITH TERMINAL PER LOCAL ELECTRICAL ���"""^���'^^^ STRIP W,PER CODES �' [ SPECIFICA7ADNS FINISHED GRADE 2'D14-/ER RIGID LONG SWEEP ELL. STEEL VES.CONDUIT FOR RCV WIRES USE PVC SCH, 40 4"VIN, 14'MOV BELOW GRADE 7 WALL MOUNT CONTROLLER A MAINLINE NTS 32B40D.137 NDS 326409.76-03 X-"00CL(mr IS RELEASED FOR IHC PURPOSES OF RENEW UNDER INE AUTHORITY OF DUWAINE JDNER,RLA NO.2071 ON OBIWI2016 AND IS NOT TO BE USED FOR COY°gI hft BIDDING OR PERMIT PURPOSES PROJECT: 2759-00-01 DATE: 08/29/2016 -�R O G�.R 576 m m I a FORT WORTH, TEXAS mycoskie+m&v is+assoaabes aE•al6lwrlo 6rMrti9 b*dm ..MIMMIR.wW11Wo DRAWN BY.- DKJ Lbpe regslralim nMb&: I-2750 2 0 D eA al °brom SHEET NO.: 5 OF 6 °1lfnyl° 1r•°, T6D10 DETENTION AREA LOT 5 IRRI GA TION PLAN I 617-2 7 4-5 7 5 7 SCALE: 1n = 401-0N •.• wm.RK... AIR RELIEF VALVE DRWLWE OR 1/9'DRIP tLB81C I PVC MAWLNI AS SPECIFIED TYPIC41 SIC AOPR ANO L'OMPW[SSK)N COUPLER 1'FPTXMPT ELL ow MLt Vr/r4y"/ 6"ORIF BOX. '— 3UX I'MPT ADAPTER. R(r ATOW J/4•PVC LMCRAL— -%rPT X Ty"DRIP TUBING rd%m OrFSET PW( ADAPTER FROFItOY _ _ FINISHED DRIP TIDING GOUPLWG rROV PLANTED 13`POLYEII/Rfur ARCA / ON PLC HGDCR 7VFFM L'OwWfSS t rIT18MG ORWIWf SPACING AS NOTED AR RELIEF PDW.MOVE A7 IU NCATED TYrNCAI DRIP LPL folm A SPAC#G AS NOICOL A TR DOAK SDRC AT J"THICK LAYER OF WASHED ALL TEES. ELLS, GRAVEL, THE BOX SHALL AND AI 4'O[ AT O REST UPON THE ROCK BED, CLAY.J'O.C.AT DO NOT EXTEND GRAVEL INTO F A�A'DG F BOX. lUTSN LMLVE OR CAP AT NOM ENO ENO FEED EXAMPLE AS NOTED CENTER TEED EXAMPLE SPECIAL NOTEDRIPUNE MUST BE INSTALLED A MRVUMLW OF 4"AWAY FROM HAROSCAPE EOOCS WSTiI[44l To Wolf: DRIP AIR RELIEF VALVE IN BOX r ALe DRautt TO BE Ws1ALLlA:•er[ar cIMAOE ANO STAPLED 8A1H n 1HE AOMWAC/LER RECONACA"D SURES AT.T6-OC Y7 N'S J]BAIJ.SS-OJ PMC MIT MAX1MLAW LATERAL LENGTH (FEET) EIeRER ROM RLN CPH PAC WNlOLD 4Mf. !pop 1A r7•SRMC810 16'SMCNO 9a'SIMCIL6 / PSI a4 a9 ae a9 O4 0.0 10 IS 96176 t03 7re In 191 J30 N1 H7 3 700 4.14 JJJ SSD 477 USC AN ABS 10 PVC40 J 760 493 380 427 111 SOLVENT r.CYL040 AOAPIT*TD LAKISCAPF 30 1 " 17J IJS 914 171 PVC TEE. DRIPIAW TLOSW660 1 94 113 133 7re ,7I OR LA ERAL T DRIP VE GM PRfCIP/TATM RATES(W/NR) MAXM N FLOW AER 10kr AN LEAPT l rROM VALVE E441101t ROM RATE 44AI fAM PSI t IAr1OSOVE DORM L iLARAG. J twrna IAIERA( PLC 64wraa tALC SPAOMG SYNCVaG ab 0.9 SMOVW 40 PVC WAW SUr win PW�E r/7^ 41 am 7.7 PST //�� POLYCON SHAPED T' SHAPED 40 SHAPED 17 l7096 1.44 6 J cm 3.6 PSI L►1--rIIALt CAP. N 1/ aN r.OJ 103 taw 4.7 ty Y N 24 0IS a1I t/9` 52 i� 19 Ppy9f A AR 1YLEr M4lY(IrII.WS►AI; W(PAL FtOM PER 100 FI GPM Ar.Ibpl POSIT LX SYSTIAI ( POLY PIS WWII SIH iN1RA 1T N' N" 'A' 4.7 a1M1 8.8 PSI "0W SrMCA4G SPACWG SPACM 8.7 G/W 6.J M 1" 113 oY4 4 d ny ab DPNr.0 DPM ,67 GPM 4 ,30 I-1/Y J1,8 GPY 79 Pp !0" /.1 fAY, e,0 6PYI 77 4 RVjI SLOPED CONDITION NOTE I AMWE 1ATCRALS SHOULD FOLLOW THE CONTOURS Or THE SLOPE MW ATTR POSSE. 2 WSTALL AR Aft EF MM1E Al HIOW31 PONT J NDRMAt SPACING AMAIN PC TOP%or SLOPE. 4 WSWL ORPq.Mr AT 25X GREATER SPACAW AT THE 60T10M PS OF INE t 3 OWN ELEVATION GpNOL IS TO n OR INOR_rONL THE BOTTOM YN ON A SEPARATE VALUE. DOGBOW SHAPED CORNER SHAPED CURvED POLYGON HOURGLASS TYPiCAI. DRIP INE INSIALLAIION SHAPED 10 NIS THIS DOCWfNr IS RELEASED FOR THE PURPOSES or REMEVY UNDER W AUTHORITY Of DU8'AWE JOKER,RLA NO.2071 ON 06/20/2016 AND 15 NOT TO BE USED FOR CONSTRUCTION.BOOM OR PERIBT PURPOSES PROJECT: 2759-00-01 m 1 m a DATE: 08/29/2016 KROGE'R 5 ?'� FORT WORTH, TEXAS mycoslde+rrximis+associates amerarmarm owwova 6 Iera11A@Ckn PI..rAv DRAWN BY. DKJ 16pe reglstr91TOP number: r-7T59 200 cosi obrom SHEET NO.: 6 OF 6 PrilsglP . Ie VIs 76010 DETENTION AR�EALOT 5 el7-46g-1671 IRRIGA TION Y PLAN 6 1 7.2 7 4-6 7 5 7 SCALE: fN >a 40a-0lt PPP mmPlexas Lom �►'" ._ '15' WATER EASEUENj / 20' DRAINAGE / / EASEMENT c0 E C �+ _ 3 e0' 1+s DOCLW 14T rS RCLEASED FOR THE PURPOSES OT REWEW UNDER THE AUTHORITY OF OUWAW,TOWER,RLA NO.2071 ON 06-29-2016 AND IS NOT TO BE USED rLCONSTRUCTION.BONNO OR PERWT PURPOSES PROJECT: 2759-00-01 KRO SER 576 m 111Ia DATE. 08-29-2016 FORT WORTH TEXAS myooslde+Rxtirnl.s+aSsoCiates am d orginean'tp w1r»ytlg es"ow"Wbw pb" DRAWN BY.• DKJ tbbe regfetr°lfon number: I—4759 Z 200 east abrom SHEET NO.: 1 OF ,3 ar I inq 1;n, laeos 7fi010 DETENTION AREA .LOT 5 B 1 - 6 9—1 6 7 1 LANDSCAPE PLAN I 617-274-0757 SCALE: 1" = 80'-0" ... mmateIaa cam LOT 2 PLANT LEGEND GENERAL UTILITY NOTES: TREES CODE OMMON NAME/BOTANICAL NAME I, ALL EXISTING UTILITY DATA 15 PROVIDED FOR INFORMATION CYK Y. Q ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CE. EDAR ELM/ULMUS CRASSIFOLA CONTRACTOR 15 CAUTIONED THAT THE°OWER AND THE ENGINEER 7URE SIZE 80' H X 60' W. NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA IT SHALL BE THE CONTRACTOR'S RESPO.NSIBKfTY TO O CONTACT THE UTILITY AFFECTED AND VERIFY THESE LOCA70VS AND RO HUMARO REO OAK/QUERCUS SHUMARDI ELEVATIONS PRIOR TO CONSTRUCTION. TURE SIZE 80' H. X BO' W. 7. CALL 1-800-III-8377(DIG-1E55)OR OTHER UTILITY LOCA ZING SHRUBS CODE OMMON NAME/BOTANICAL NAME SERVICES 4B HOURS PRIOR TO CONSTRUCTION ACTTVTTY, MYCOSKE MCINNIS ASSOCIATES, INC IS NOT RESPONSIBLE FCYR KNCMNG ALL 0 � WARF BURFORD HOLLY/ILEX CORNUTA 'BURFORDII NANA' EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON �•/ TURE SIZE 5'HT. X 4' W, DRAY WS O LM I NDHEI SIZE 1 UH X JM W LENBERGA LINOHEIMERI NERAL NOTES O MF EXICAN FEATHER GRASS/NASSELLA TENUISSIMA 7URE SIZE 2'H, X 2' W L CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO O PN INK MUHLY/MUNLENBERGA CAPILLARIS COMPLETE THE WORK SHOWN ON THE LANDSCAPE PLANS TURE SIZE 2'H X J' W. 7. ALL PROPOSED MAROSCAPE,LANDSCAPE, AND IRRIGATION SHALL BE GROUND COVERS CODE OMMON NAME/BOTANICAL NAME INSTALLED PER LOCAL CITY ORDINANCES AND STATE REQUIREMENTS WHICHEVER IS MORE STRINGENT, NOTIFY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES FAVOR TO CONSTRICTION. BS 3ERKELEY SEDGE/CAREX TUMULICOLA J. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES PIPES, STRUCTURES AND co 'OMMON BERMUDA/CYNODON OACTYLON LINE RUNS 4, CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL OUANRTIES BASED E AND D N MPROMEIE0 ASA ACTUAL CONKNWNGE OWY TO INE OWWONS AND KEYNOTE L EGEND DESIGN INTENT►. D ABSOLUTE: CONTRACTOR SHALL FLi4L�°W CODE DESCRIPTION 5, LOCATIONS OF BUILDING. CURB AND GUTTER, UNDERGROUND UTILITIES, EASEMENTS AND SETBACKS HAVE BEEN PROVIDED BY THE PRO„ECT CIVIL ENGINEER, REFER TO CIVIL ENGINEERING DRAWMNGS FOR ADOTIONAL IIFOAIIATION. aSHOVEL CUT BED EDGE, SEE DETAIL 2. SHEET L1,04 T��G ' ENTIRE EXTENT OF PLANTING BED TO BE COVERED WITH M . 2"DEPTH PLANT MATERIAL NOTESN m OF MULCH, TW_ 1. ALL TREES TO BE UNIFORM BY SPECIES WITH STRAIGHT TRUNKS, MATCHING CHARACTER, AND FULL BRANCHING STRUCTURE. a MULCH RING AT ALL TREES, SEE DETAIL 5, SHEET Ll 04 7.ALL SHRUBS TO BE FULL.AND UNIFORM BY SPECIES WIN MATCHING CHARACTER AND BRANCHING STRUCTURE. rL A EACH PLANT VARIETY MUST COME FROM A SINGLE SOURCE SUPPLIER W �I a- .1 DECOMPOSED GRANIT, SEE DETAIL I, SHEET Ll 04 ORDER 70 MAINTAIN A CONSISTENT APPEARANCE. � 1.ALL B&B TREES MUST BE OF NURSERY STOCK CONDITION. l a l RIVER ROCK, SEE DETAIL 6 SHEET L 1,01 3.ALL CONTAINER GROWN MATERIAL MUST BE OF NURSERY STOCK _. COADTDOAfS. MTN A WELL-ESTABLISHED ROOT SYSTEM R£ACMNG THE SLOES OF THE CONTAINER, TO MAINTAIN A FIRM BML WHEN THE CONTAINER IS REMOVED,BUT SHALL NOT HAZE EXCESSIVE ROOT GROWTH ENCIRCLING THE INSIDE OF THE CONTAINER. 6.ALL PLANT MATERIAL.SHALL COMPLY WTH THE MINIMUM REQUIREMENTS AS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN, TEXAS ASSOCIATION OF NURSERYMEN STANDARDS AND/tV AS STATED IN THE PLANT SCHEDULE, WHICHEVER IS MORE STRINGENT. IV4 DOCLWNT IS RELEASED FOR THE PURPOSES OF RENEW UNDER TIME AUTHORITY OF DUWAINE JOINER,RLA Na 7071 ON 08-29-2016 AND 6 NOT 70 BE USED FOR COHSTRUCnDK BIDDING OR FERNY PURPOMS PROJECT: 2759-00-01 -RQ�� 5 76 mlm a DATE: 0812912016 FORT WORTH, TEXAS I mycoslde+mannis+assoaates DRAWN BY.• DKJ tbpN reg4trallon numDC:f-2759 4 0 6 —1 1 ab—SHEET NO.: 2 OF 3 nrlf,,, 9l un, le. , T60I0 DETENTIONAREA LOT 5 I,7-469 " -1671 /� .. LANDSCAPE PLAN to.: 6,7-474-6757 SCALE: 1" 801-0" .r. mm.t..os cam 1MPOR-TAI�t T BACKFILL NOTE: TExiURC )[RRA-sEN2R N CA(g— ,�Lj�7 ►QpLx NfWrc OF�tdflK-c All-BACK0I.RA VRML IHOROUGfBY ANX IE(jfjt-TDRB-INTO BACKFJLL --------DO NOT CUT CENTRAL LEADER; MARK THE NORTH SIDE OF REMOVE CO-DOMINATE LEADER THE TREE IN THE NURSERY. IF PRESENT AND ROTATE TREE TO FACE —EACH TREE MUST BE PLANTED NORTH AT THE SITE SUCH THAT THE TRUNK FLARE WHENEVER POSSIBLE. 15 VISIBLE AT THE TOP OF THE BEFORE PLANTING,IF ROOT--"' ROOT BALL TREES WHERE THE FLARE IS NOT VISIBLE, REMOVE TRUNK FLARE IS NOT VISIBLE EXCESS SOIL FROM THE TOP SHALL BE REJECTED, DO NOT OF THE 8007 BALL UNTIL THE COVER THE TOP OF THE ROOT ROOT FLARE IS EXPOSED BALL WIN SOIL --4"HIGH EARTH SAUCER BEYOND ONCE THE ROOT FLARE IS EDGE OF ROOT BALL EXPOSED, SET THE TOP OF THE ROOT BALL 1"HIGHER MULCH--� RING. SEE MULCH RANG MULCH THAN ADJACENT GRADE DETAIL FOR SIZE MULCH PLANTING PIT WTH X DEPTH OF SHREDDED HARDWOOD - REMOVE ALL TWINE, ROPE AND MULCH KEEP MULCH X AWAY WIRE, AND BURLAP FROM TOP FROM TREE TRUNK HALF OF ROOT BALL IF PLANT PLACE ROOT BALL ON _ IS SHIPPED WITH A WE ..yp- BASKET AROUND THE ROOT UNEXCAVATEO SQT_ SO + . BALL, CUT THE WIRE BASKET IN THAT ROOT BALL DOES FOUR PLACES AND FOLD DOW NOT SHIFT OR SETTLE - 8" INTO PLANTING HOLE, DIG TREE PIT TO TWICE THE SIZF — BACKFILL WITH NATIVE SOIL ROOT NOTES. OF THE OT BALL EXCAVATED FROM TREE I. DO NOT HEAVILY PRUNE THE TREE AT TIME OF PLANTING. PLANTING 1. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN WOEAD BRANCHES, SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,00 NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWIV. .I STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE STAKING DETAIL TREE PLANTING DETAIL IN ALL SOIL TYPES Z Nis MULCH NOTE 00 NOT PLACE J"SHREDDED HARDWOOD MULCH MIN N OF ROOT FLARE ADD AN ADDITIONAL INCH YEARLY OR IN CONTACT WITH TREE TRUNK NCCP 1NN(H 2 AIpY/AOI SET ROp7tiPl-C CROWN HER IRM OR SIM Of STI Z wN- 1 HIDING TINS SURROUNDING SR DE IL BSO EDGE FINISHED GRADE PER DETAIL THIS SHEET \ m AOi OYAIL WITLR al" SLOP[fMISF1ED GRADE \ AJ SM6N NAWltACS AT BACKFILL AWAY FROM 1 R00T., '•e,k• MULCH ENTIRE EXTENT OF ) :��'.• ) PLANTING BED TO 2'DEPTH R....,. •*•-••;' FINISHED GRADE ,` .�.,••I•' .j. .+ ,•J —` . �,.�.i••, �,. at'. 5'FOR ,•'!.�. �' A. +'•• CANOPY TREES. / ). • •. )•. . FOR f•' ORNAMENTAL ' NK001BA11 •'t' '. .Y' �..'�' TREES _. I I�. �N .Y•. .:4•• lr .w NAtY7E SOIL AMCNOED PCH / •,�.`��:'•,r. _ —SPECIFICATIONS, SHEET 042 TREE TRUNK CANOPY ORN ��\\ OTE: REFER TO TREE PLANTING to"a 9T9 AWT.E SON ORNAMENTAL TREE DETAIN FOR PLANTING INSTRUCTIONS SHRUB PLANTING 3 MULCH RING AT TREES kIS NTS r"Z DOCUMENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER 111E AUTHORITY OF OUWAAVE JOINER,RLA NO 2071 ON 08-28-2018 AND IS NOT TO BE USED FBLI CONSTRUCTION.BIDDING OR PERMIT PURPOSES. PROJECT: 2759-00-01 m 1 m DATE. o �s/tors KR J G�'R 576 t 111, 1 tl �'f FORT WORTH, TEXAS myooside+lr +associatess dW«ammint;nIWY.go rRW...t1.WWW 9r1.I DRAWN BY: DKJ lbDe«glelr.lilKl numbs: 1-7759 700 -'1 .br.m SHEET NO,: 3 OF 3 .rlfngl.n, 1.A.' 76010 DHTHNTION ARHA LOT .7r 8 1 7-1 6 9-16 71 LANDSCAPE PLAN 817-274-8757