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HomeMy WebLinkAboutContract 47600 r,Iv SECREY q"7U 0 DOE # 7486 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this A— day of 2016, by and between KROGER TEXAS L.P., acting by and through Rick J. Landrum, Vice President of KRGP Inc., its general partner, 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 13.847 acre tract located in the HEIRS OF BENJAMIN THOMAS Survey, Abstract _1497_, Tarrant County, Texas according to the deed recorded in Volume _D215255096_, 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 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 OFFICIAL RECORD CITY SECRETA;°,? � f STORMWATER FACILITY MAINTENANCE AGREEMENT [Ff� M0)RIMii, 1 Rev.12/29/2014 WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit"B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.12/29/2014 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such oblieation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement,performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.12/29/2014 ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.12/29/2014 Executed this day of 2016. Landowner KROGER TEXAS L.P., an Ohio limited City of Fort Worth partnership By: KRGP Inc., Ohio corp ration, its gen a part r -C, �5 r Name: Rick J. Landrum Jesus J. Chapa Assistant City Manager Title: Vice President Approved as to Form and Legality Ax, 4 l Assistant City Attorney,AR Tr A d-A/ ATTEST ��l� i"" 4"v p City Secretary ®fic n® � 0� EWO M&�RLIQQUJRED OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev.12/29/2014 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on by Jesus J. Chapa, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. < o<=TRIKINYA . JOHNSON Siota of Texassion Ex .res Notary P tic, S eof Texas P7, 2018 STATE OF OHIO § COUNTY OF HAMILTON § I-V IL Before me, the undersigned authority on this /7"7 day of February, 2016, personally appeared Rick J. Landrum, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of KRGP Inc., acting as general partner of Kroger Texas L.P., and that he executed the same as Vice President of KRGP Inc., and as the act of such corporation and for the purposes and consideration expressed in the foregoing instrumen Notary Public, State of Ohio tfit A C,ISF,,-, -- _ Carrie A. Cortolillo Notary P..; c.S'late of Ohio My Commission Expires 06.15-2019 04 d"I I all 1000'�. STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.12/29/2014 EXHIBIT A LEGAL DESCRIPTION 76.14' N N89'53'41"E — — f B.N.M. PROPERTIES, L.P. VOLUME 13998, PAGE 568 w E O O rn rT J w CC#D199228248 1010, S -a1>W zg rn m :, o� 0' 50' 100' ►� p w uj�pw� '�cn Scale V=100' Zww - wZLLI o a �LL2�a 2=3 ti ' �v w°w z CURVE TABLE 0) O a. Z CV LL 'Lv, NO. DELTA RADIUS LENGTH CH. L CH. B 19-� C1 27029'52" 114.49' 54.95' 54.42' N71040'00"W ' C2 52042'11" 18.00' 16.56' 15.98' N26027'25"W N N W X . �- O 0 :' DRAINAGE EASEMENT 1/2" CIRF �� o �� 0.924 ACRES "AREA" � Q Z f (40,239 SQ. FT.) �� O m C2 ^X ` 1/2"CIRF Cs "AREA" 20. 6' 48 C1 70516'` CZ S82059'37'W N8 — A 22.53' POINT OF 5612"ver_— o BEGINNING 1/2" CIRF "AREA" 2 �Q C �� B.N.M. PROPERTIES, L.P. 00> VOLUME 13998, PAGE 568 POINT OF CC#D199228248 COMMENCING 1" CIRF CM CITY OF FORT WORTH "GORRONDONA" CC#D213145179 W. BAILEY BOSWELL RD. DEDICATICITY ON DEED TO THE FORT WORTH (VARIABLE RIGHT-OF-WAY) CC#D210307861 ®, Winkelmanno DRAINAGE EASEMENT & Associates, Inc. •••••• F�4 \ 0.924 ACRES SHEET C,1STE1a .,:a CONSULTING CML ENGINEERS ■ SURVEYORS O i 5750 Rl1CRW PLAZA OWE.SURe SIS (i7:,,�- �;�Q ••;� (40,239 SQ. FT.) DA116S,TOMS 75150 (72)40—""FAX ........ .... ...- ... 7xsas En7.r.>xrs Rr7tMt—Nop% LEON RD JAY LUEKEZ I Frm RxSGa[:.N'<dn52 t10 iWtrn'Cq E.p'.res 12-71-15 ,•., .., ......•......... CGPYRIGiT;j 2015,Wike''—n&Ass—!es in: I CD OF 71'� Q�;.•Q.. , 1.11.! f rD=wFife: e: 1 =100' �9 p� E5S1�?_ o `� e: 08.27.15 t . i 7001 PRESTON ROAD, SUITE 410 19999-ESMT-DRAINAGE2 `ryv�7.� DALLAS, TEXAS 75205.: 19999 GS1991991S U RVEYIE asemenls119999-ESMT-DRAINAG E2.d vg 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 80 sec 56 min 12 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 705.16 feet to the POINT OF BEGINNING; THENCE continuing over and across said B.N.M. Properties tract, the following courses and distances: South 82 deg 59 min 37 sec West, a distance of 22.53 feet to a point for corner, said point being the beginning of a non-tangent curve to the right having a radius of 114.49 feet, a central angle of 27 deg 29 min 52 sec, a chord bearing of North 71 deg 40 min 00 sec West, and a chord length of 54.42 feet,- Along said non-tangent curve to the right, an arc distance of 54.95 feet to a point for corner; North 52 deg 48 min 31 sec West, a distance of 60.58 feet to a point for corner, said point being the beginning of a curve to the right having a radius of 18.00 feet, a central angle of 52 deg 42 min 11 sec, a chord bearing of North 26 deg 27 min 25 sec West, and a chord length of 15.98 feet; Along said curve to the right, an arc distance of 16.56 feet to a point for corner; North 00 deg 06 min 19 sec West, a distance of 193.21 feet to a point for corner; North 37 deg 17 min 24 sec West, a distance of 95.97 feet to a point for comer,- North 00 deg 06 min 19 sec West, a distance of 183.93 feet to a point for corner; North 89 deg 53 min 41 sec East, a distance of 76.14 feet to a point for corner; South 00 deg 06 min 19 sec East, a distance of 157.95 feet to a point for corner; THENCE South 17 deg 12 min 29 sec East, continuing over and across said B.N.M. Properties tract, a distance of 377.88 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 40,239 square feet or 0.924 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. Winkelmann DRAINAGE EASEMENT Vssoc . 4i:& Aiates, Inc. Pt 0T,F1` 0.924 ACRES SHEET CONSULTING CM ■L ENGINEERS SURVEYORS '��:Q,C ��:•-Q�1 $7501 Pu2A ORM,SM 323 �,�z�.90-7� a':t>tti (40,239 SQ. FT.) 2 WIIAS,TOMS 75230 i7I 490-IM FAX ••• •: .V Texas cr.;sx?,R?y-SL•aluta 59 •••••• ••••••.••••-• F:m Rzy scataMt?n5?::o.ICC:7Y`0 E, ,as 12-31-15 LEO A•D J A, LUrKC,; CCPYRIG47__2015.Wnki Ynanl&A5—a!as,InC ••• •••-••••••••• •-• •.�� Scale: N/A UCD OF\ x5714 ' �, Date: 09.2715 F�cs1o;.. 0 7001 PRESTON ROAD, SUITE 410 /� DW .File: 19999-ESMT-DRAINAGE2 S'U •V - - DALLAS, TEXAS 75205 L Project No.: 19999 h s G-%199t99tSURVE rEasementsN 9999-E SMT-DRAINAGE2.cNig EXHIBIT B DESIGN PLAN AND SPECIFICATIONS DETENTION-1 Steps 1-year 10-year 100-year PRE-DEVELOPMENTT,(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)(ds) 2.001 3.33 4.80 a(Table 1.18) 95.8 203.9 322.1 b(Table 1.18) 13.4 21.1 24.4 Vpre (Equation 1.28a)(W) 6114 12232 19002 P 180(i n) 1.77 3.45 5.43 Td(Equation 1.27) (min) 39 53 59 Ptd(in) 1.20 2.42 3.81 Vmax(Equation 1.28b)(ft) 9040 17458 27052 Area to be Detained (acres) Drainage Area F,J&G 2.497 Pre-DevelopmentTc(min) 14.7 Ca 0.30 Post-DevelopmentTc(min) 10 C 0.85 POST DEVELOPMENT COMPOSITE RUNOFF COEFFCIENT I.D. NO. RUNOFF C A(ACRES) C*A GREEN 0.300 POND 0.900 1.189 1.070 PAVED 0.800 1.308 1.046 TOTAL 2.497 2.117 COMPOSITE C 0.85 � �Ib Winkelmann 11 1.&Zg15 VOLUME CALCULATION 4� & Associates, Inc. ot��E ,��°°o OETEN11ON-1 SHEET CONSULTING CML ENGINEERS ■ SURVEYORS Co 0 CONSU EXHIBIT B GMMUZRMruw MM��U3 o,: V. SW-576 BOSWELL MARKET PLACE u+u/.s.tow 75M ass qac-joss 1. G * * FORT WORTH, TEXAS 7 Texas Englneeia Regletivtlen Na 69 1t it ................................... FLrn Re%,bv lon,4ken"No. 10OW600 EVkvs f2-31-15 MA C. O� COP CNT O 2015, Niakelmonn Axoehtee,/no. ................................... Scale : N/A po . 100106 • ;,4p 10 4 Dote 11/18/2015 G��,e►'•.���E0,,��v 2. 11 18 2015 ISWM COMMENT MB DW , f1/e : 19999-POND 1.G�G_v 1. 10 21 2015 ISWM COMMENT MB Pro ect No. : 19999.00 °°p �A�' oo� N0. DATE REVISION DESCRIPTION BY G:\199\99\ENGINEERING\Construction Plans 19999-POND.dwg 5'X 5'OUTLET STRUCTURE DETAILS STORM 1-YR 10-YR 100-YR PEAK n QALLOWABLE(CFS 2.00 3.33 4.8 100-YR Heffeai,.(ft) Hws>oo-ws> 0.34 Area(ft2) A3 0.19 H,ff,aive(ft) Hwslo-wsl 0.38 Hwsio-wsi 1.06 10-YR Area(ft 2) A2 0.32 Az 0.32 H,ffeaP,,(ft) Hwsl-FL 1.97 Hwsio-FL 2.73 Hwsio-FL 3.41 1-YR Area(ft 2) Al 0.29 Al 0.29 Al 0.29 SLOTOPENING DETAILS ID Al A2 A3 Width (ft) 2.00 0.43 0.28 Height(ft) 0.15 0.76 0.68 RATINGTABLE ORIFICE FLOW DISCHARGE RATE ELEVATION OUTFLOW STORAGE 54 (FT) (CFS) (CF) 100 YR Orifice Flow QA3 0' 799.00 5.31 31105.00 10-YR Discharge - - QA2 0.97 QA2 1.63 798,00 3.261 17145.00 11 YR (cfs) - - QAl 2.35 QAl 2.63 797.00 1.86 7102.50 QTotal (cfs) 2,00 3.33 4.80 796.00 1.191 0.00 5.00' I w 3.0' -mm-I 0.50' 100YR WS ELEV. 798.71 0.50' 10YR WS ELEV. 798,03 77 0.28' 0.68' 1 YR WS ELEV. 797.27 0,76' 4.48' it 0.43' 1.89' FL ELEV=795.23 rto.15' 2.00-1 SLOT OPENING DETAILS Ix N.T.S. Winkelmann 11 1�0�0�5 OUTLET STRUCTURE DETAIL & Associates, Inc. o�E OF t °°oo DETENTION-1 SHEET � �.••,,.......,•.. p EXHIBIT B CONSULTING CIVIL ENGINEERS ■ SURVEYORS A 0. pp SW-576 BOSWELL MARKET PLACE GM aueRM PIMA DM SUITE ata (972)4W-7M FORT WORTH, TEXAS Z onus Tam 76m (972)4.0-7019 FAX Texas Engine Reofttkn Na 89 ................................... FLm Regl ftllon/1lcenae No. looss6'OG Edea f2-31-15 � G ISA- $ OF COPYRIGHT o 2015, WPnkelmrnn X Aeeoelateal Ina ................................... Scale : N/A 10MI36 ,..4 4 Date : 11/18/2015 pQ �►• 2. 11/18/2015 ISWM COMMENT MB DW . File : 19999-POND �tr•''' •G`� 1, 10/21/2015 ISWM COMMENT MB Pro ecf No. : 19999.00 uAL NO. DATE REVISION DESCRIPTION BY G:\199\99\ENGINEERING\Construction Plans 19999-POND.dwg aul _ I 804801 I 8O1 800 I I Mg I ^ ^ oo I 01 B - ' I Cato A I N Y ^ 5-N 0 799 O co 799 Oi 00 A U- 1 M �1,j �� \ Z.. 96 � \\ \ 8.00' &.00 10.00' PLAN VIEW SECTION A—A N.T.S N.T.S EMERGENCY SPILL WA Y 0=22.49 CFS C=3 087 EXIS77NG H=0.829 FT GRADE L=10 FT 100 YR WS ELEV. 798.71 j EMERGENCY SPILLWAY 3�� PROPOSED ELEV. 798.71 GRADE SECTION B—B N.T.S �`. Winkelmann 11 1$00%a5 EMERGENCY SPILLWAY SCHEMATIC & Associates, Inc. o4ot, i F TFyop DETENTION-1 SHEET �P.•,•... ....,.. 0 EXHIBIT B CONSULTING CL ENGINEERS 2 SURVEYORS o co ,��1 4 M0 SW-576 BOSWELL MARKET PLACE 9750 HIU."Esr PLAZA MME.SURE aze fM' 4W-7090 v * � * FORT WORTH, TEXAS 3 DAU^row MW w0-7009 P" lI��VV Texas Engineers Reg/e6ollan Na 89 ' ................................... Fkm Regl lrollon1loense No. 10086600 E+TFea 12-31-15 M" r, ��— .� OF COP7RlONT o 2015, INhkelmann h Ae latex Inc. ................................... r Scale : N/A p-a•• 100106 ,' 4 Date : 11/18/2015 000 410E 2. 11/1 2015 ISWM COMMENT MB Dwq, File 19999—POND CO�sSL�o•.•••':a�C1a 1. 10/21/2015 ISWM COMMENT MB Pro ect No. : 19999.00 Qp NALo� I NO. I DATE I REVISION DESCRIPTION BY G:\199\99\ENGINEERING\Construction Plans 19999—POND.dwg X02 — - --- —� I LOT 9 Bol 80� 00 I 7 6.5 74 A C. 797 I � STM' 799 oOry ao 0 99 799 \ \\ Go C60 I 802 301 o \ \ \ 800 800 \ \\ \ 1 \ O+ I 20 15 \\ \ \\ \\ N � \ \ \ \ GAS / o t AIN LIN ENC \ 1110, O' 5o/LoCAT1oN `OP \ jANK%CMPR 3 i N j " PLAN VIEW SCALE: 1"=80' . " Winkelmann 11-1,0015 GRADING PLAN & Associates, Inc. o c, l���op DETENTION-1 SHEET �P................ 0 EXHIBIT B CONSULTING CML ENGINEERS . SURVEYORS o y : pp SW-576 BOSWELL MARKET PLACE .� °"° ruzw Dana sola sa tsnR'�o-'°'° 0* * FORT WORTH, TEXAS 4 oau.as.TEXAS saaw (ass �7Daa r1x Tixos Englnera Regla6vtkin Na 89 .................................. Fsn6 Rqbeggtarn,aon�tt�,:a No. raa�sssao raa is-at-t5 YARIA G Bd�.LMNdKM OF COF'YR/CNT O 2015 dMk., h Asaoektea,lna . .... ... . Scale : N/A p'o 100106 Date : 11/18/2015 po`Ii -j `��iE .�� 0 2. 11/18/2015 ISWM COMMENT MB DW Flle 19999—POND �04Fss%O � Go' 1. 10/21/2015 ISWM COMMENT MB Pro ect No. : 19999-00 pa NAL oo NO. DATE REVISION DESCRIPTION BY G:\199\99\ENGINEERING\Construction Plans 19999—POND.dwg EXHIBIT—B _ ❑ 2 —ya: .1 j 4 tOm c"I 3 /• _ .• . Saw M, 0" 80' THIS DOCUM£NT/S RELEASED FOR INE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUWAME JOINER,RLA NQ 7071 ON 11-IR-?015 AND IS NOT TO R£USED FOR CONSTRUC77M RIDDING OR PERMIT PURPOSES PROJECT: 2759-00-01 I m1ma DATE: 11-18-2015 pRORT WOR� TEXAS mycoskie�mcinnis associates DRAWN BY. OKJ atv6 engineering sur%Wng landscape amh texture planning lbpe registration number: f-2759 2 0 0 e a s t a b r a m SHEET NO.: 1 OF 3 ariington. texas 76010 DETENTION AREA LOT 1 617-469-1671 p LANDSCAPE PLAN fax: 617-274-6757 SCALE: 1 rr = 80x-0'° ■w x.m m a t e x a s.c 0m EXHIBIT—B LOT 1 PLANT LEGEND GENERAL UTILITY NOTES: CODE OYWON NAUE/BOTANICAL NAME MA O ETURE SIZE 80'H.X 60'W.DAR ELM/ULMUS CRASSIFOUA !. ALL EXISTING UTILITY DATA FRONDED FOR INFORMATION ONLY, CE ALTHOUGH TITS DATA IS SHO THA AT ACCURATELY AS POSSIBLE, THf CONTRACTOR is CAUTIONED T ME OWER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY ER TERN RED CEDAR/JUNIPERUS NRGINVM OF THIS DATA, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TURE SIZE 40'H.X 20'W CONTACT THE UTILITY AFFECTED AND VERIFY MESE LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. O LE CEEIARK ELM/ULMUS PARNFOUA 'LICEEARK ELM' 2. CALL 1-800-344-8377(&G-TESS)OR OTHER URUTY LOCATING W. TURE SIZE 50'H.X 40' SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. MYCOSKIE ^ MCINM-S ASSOCIATES, INC. IS NOT RESPONSIBLE FOR KNOWING ALL LO -nE OAK/QUERCUS NRGINA:A EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTIUTIES ON TURE SIZE 50'H.X 60'W DRANTNGS O RO HUUARD RED OAK/QUERCUS SHUMkWI TtIRE SIZE B°'H.X 80'W. GENERAL NOTES: bUX GRIPE MYRTLE/LAGERSIR°EMN INDICA 'SIOUX' CU HIRE SIZE 10'H.X IS' W SINGLE TRUNK, TREE I. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO 7ORM ONLY. COMPLETE THE ~SHORN ON ME LANDSCAPE PLANS CODE MMON"AME/BOTANICAL HAM£ QOORRA JUMPER/JUMPERUS HORIZONTALIS'COMPACTA' Z• ALL PROPOSED HAROSCAPE. LANDSCAPE, AND IRRIGATION SHALL BE A) FURE SIZE 2'H.X 3'W. INSTALLED PER LOCAL CITY ORDINANCES AND STATE REOUIREMENTS, WFMCNEVER IS MORE STRWGENL NOTIFY OHNERS REPRESENTATIVE AND O AS uTUMN SAGE'RASPBERRY'/SALVIA CREGCII LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. TIRE SIZE 3'H.X 4'W. I LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF O DG EER CRASS/MUNLENBERGIA RIGENS FAMILIAR TNM ALL UNDERGROUND UTIUTES, PIPE$ STRUCTURES AND TURE SIZE 3'H X 3'W. LINE RUNS (D IB WHARF BURFORD HOLLY/4EX CORNUTA 'BURFORiNI NANO' 4. CONTRACTOR IS RESPONSIBLE FOR VERIFICARON OF ALL OUANITRES V TURE SIZE 5'HT.X 4'W. BASED ON THE DRAMNG(S)AND ACTUAL REID DIMENSIONS QUANTITIES O NJOHETMER'S UUHLY/YUHLENBERGA UNDHEIMERI HAVE BEEN PRONGED AS A CONVENIENCE ONLY TO THE OWNER(S)AND TURF SIZE 4'H.X 3'w. SHALL NOT BE CONSIDERED ABSOLUTE CONTRACTOR SHALL FOLLOW DESIGN INTENT. O MF EXICNI FEATHER GRASS/NASSELLA TENUISSLMA TURE SIZE 2'H.X 2'W I LOCATIONS OF BUILDING CURB AND GUTTER, UNDERGROUND UTILITIES, EASEMENTS AND SETBACKS HAVE BEEN PROVIDED BY THE PROJECT CIVIL O NSH iELUE R.STEVENS HOLLY/ILEX X'NL-LL1E R.STEVENS ENGINEER.REFER TO CIVIL ENGINEERING DRAHWGS FOR ADDITIONAL RIRE SIZE 6'W.X 5'W.REQUIRES PRUNING INFORMATION, O PM INK MUHLY/MUNLENSERGA CAPIP.IARIS TIRE SIZE 2'H.X 3'W PLANT MATERIAL NOTES: TXAS BEAR GRASS/NOUNA TEXANA TORE SIZE 2'H.X 3'W I. ALL TREES To BE UNIFORM BY SPECIES NIM STRAIGHT TRUNKS, CODE MMav NAME/BOTANICAL NAME MATCHING CHARACTER, AND FULL BRANCHING STRUCTURE. BS 3ERKELEY SEDGE/G1 REX TUMULICOU Z•ALL SHRUBS TD BE FULL AND UNIFORM BY SPECIES WIN MATCHING CHARACTER AND BRANCHING STRUCTURE. BG UFFALO GRASS/RUCHLOE a4CTYLOIDES I EACH PLANT VARIETY MUST COME FROM A SINGLE SOURCE SUPPLIER IN MOER TO MAMITALN A CONSISTENT APPEARANCE. GO OYVON BERMUDA/CYNODON OAC711LON 4,ALL BIB TREES MUST BE OF NURSERY STOCK CONDITION 5 ALL CONTAINER GROWN MATERIAL MUST BE OF NURSERY STOCK CONDITIGNS WIN A HELL-ESTABLISHED ROOT SYSTEM REACHING THE KEY NOTE LEGEND CONTAINER° 'S CONTAINER.VT MAINTAIN T FIRM BALL AVE EXCESSIVE�T GROWTH ENCIRCLING ME INSIDE OF THE CONTAINER, CODE DESCRIPTION 6.ALL PLANT MATERIAL SHALL COMPLY WITH THE MINIMUM REQUIREMENTS AS SET FORTH BY ME AMERICAN ASSOCIATION OF NURSERYMEN, TEXAS ASSOCIATION OF NURSERYMEN STANDARDS AND/OR AS STATED IN THE 1 SHOVEL CUT BED EDGE, SEE DETAIL 2, SHEET LI.04 PLANT SCHEDULE, WHICHEVER IS MORE STRINGENT, r-0-1 ENTIRE EXTENT OF PLANTING BED TO BE COVERED WITH MIN. 2"DEPTH I��P OF MULCH, TYP, L. �` MULCH RING AT ALL TREES. SEE DETAIL 5, SHUT L1.04 ED4 t4 DECOMPOSED GRANIT, SEE DETAIL 1, SHEET L1.04 EDRIVER ROCK, SEE DETAIL 6. SHEET LI.04 THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUWAINE,TOWER,R.A NO 2071 ON 11-18-20f5 AND IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERLBT PURPOSES PROJECT: 2759-00-01 KROGE'R 576 m1m.a DATE: 11-18-2015 PORT WORTH TEXAS ' mycoskie mcinnis+associates DRAWN BY. OKJ &A egineenng surveying landscape architecture planing lbpe registration number: f-2759 200 east a b r a m SHEET NO.: 2 OF 3 a I in9ton, texas 76010 DETENTION AREA LOT Z 817-469-1671 LANDSCAPE PLAN fox: 817-274-8757 SCALE: Mwrmma to xa s.a am EXHIBIT-B IMPORTANT BACKFILL NOTE: ADD 2/3 CUPS PER CALIPER INCH OF MEDIUM TEXTURE TERRA-SORB HYDROGEL TO TCP SIX NCNES OF NATIVE SOIL BACKFILL MATERIAL. THOROUGHLY MIX TERRA-SORB INFO BACKFILL 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. IS VISIBLE AT THE FOP OF THE BEFORE PLANTING IF ROOT ROOT BALL TREES WHERE THE FLARE IS NOT VISIBLE. REMOVE TRUNK FLARE 15 NOT VISIBLE EXCESS SOIL FROM THE TOP SHALL BE REJECTED. DO NOT OF THE ROOT BALL UNBL THE COVER THE TOP OF THE ROOT ROOT FLARE IS EXPOSED BALL WITH SOIL 4'HIGH EARTH SAUCER BEYOND ONCE THE ROOT FLARE IS EDGE OF ROOT BALL. THE R SET THE TOP OF THE ROOT T BALL 2"HIGHER MULCH RING: SEE MULCH RING THAN ADJACENT GRADE DETAIL FOR SIZE MULCH PLANTING PIT MTN 3' DEPTH OF SHREDDED HARDWOOD 'j REMOVE ALL TWINE: ROPE AND MULCH.KEEP MULCH 3'AWAY if �_: WERE, AND BURLAP FROM TOP FROM TREE TRUNK - HALF OF ROOT BALL, IF PLANT OV IS SHIPPED WITH A WIRE PLACE ROOT BALL UNEXCAVATED.SOIL&I �_- 1'; BASKET AROUND THE ROOT THAT ROOT BALL 00£5 BALL. CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN NOT SHIFT OR SETTLE DIG PTT 8" INTO PLANTING HOLE TREE TO TWICE THE SIZE BACKFILL WITH NATIVE SOIL NOTES OF THE ROOT BALL EXCAVATED FROM TREE 1. DO NOT HEAVILY PRUNE THE TREE Ai TIME OF PLANTING. PLANTING 2, PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEAOERS AND BROKEN L'AT-DEAD BRANCHES SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED;HOWEVER. DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. J. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL r,1 TREE PLANTING DETAIL IN ALL SOIL TYPES 1 NTS MULCH NO 00 NOT PLACE 3'SHR£DOM HARDWOOD MULCH. MULCH ON TOP OF ROOT FLARE ADD AN ADDITIONAL INCH YEARLY OR IN CONTACT WITH TREE XUP2'RIMY fRSET R00i841L CROWN I I TRUNK WKK R SlSF OK W THAN - 1 HIGHER ^\ TWAN d SURROUNDING SHOVEL CUT BED EDGE FINISHED GRADE. PER DETAIL THIS SHEET \ Do MIT � �Ku AT FINISHED CR40C \ AT 900 RMFINO AT BACKFILL AWAY FROM .... . RooTBALc. MULCH ENTIRE EKTENT OF _ '. )•' PLANRNG BED TO 2'DEPTH • ' FINISHED GRADE •Y:•,•./, ,.r J .a .• �.• �.• 5' FOR �,,. p'•'�,a. �. 'a,a. :•.py'a CANOPY TREES 4' FOR • I. _ •• J _ ORNAMENTAL R00784LL •¢• '6,' +. 'y' TREES i�I I—III—)1 - Ili I—I I �I I I-1 i '• ••_ ' NATIVE SOIL Au DED PER ,a• �•a: .a 1�1 SPECIFICATIONS, SHEET LJ.02 TREE TRUNK CANOPY —/\\ NOIR' REFER TO TREE PLANRNG OR now MIK sox ORNAMENTAL TREE DETAIL FOR PLANTING INSTRUCnONs 02 SHRUB PLANTING �,MULCH RING AT TREES NTS `J HIS THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF REVIEW UNDER THE AUTHORITY OF DUWAME VNER,RLA NO 2071 ON 11-18-2015 AND IS NOT TO BE USED FOR CONSTRUCOON,BWDING OR PERMIT PURPOSES PROJECT: 2759-00-01 m�m a KROGER 5 '76 DATE. 11-18-2015 FORT WORTH, TEXAS mycoskie;-mcinnis- associates DRAWN BY. DKJ cNenglneoft surveying landscape architecture planning Ibpe registration number: f-2759 200 east ab ram SHEET NO.: 3 OF 3 arIin9t0n' texas 76010 DETENTION AREA LOT Z 8 1 7-4 6 9-1 6 7 1 LANDSCAPE PLAN fax: 817-274-8757 SCALE: www.mmateias.com EXHIBIT-B 4 2' 2- M, r 7 O ( (y I j .14 a STM 1 1 _ 8 N ............. 1. H 2, 13 r 4J r \ z• 8 8 tz 12 1— 6 1 ---- -- 463 11 2 1y r 1q• trr 111• tt — _— e1• - — 3 — — s• w 5 iH' 2 N' 2• 111' 111• 9J 111' .mss e3 0. 80' THIS OOCUYENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUWMHE AMER,RLA Na 2071 ON 11-18-2015 AND IS NOT TO BE USED FOR CONSTRUCDON,SIDOINC OR PERUIT PURPOSES PROJECT: 2759-00-01 KROGER 576 t'Yl ma DATE: 11 -18-2015 FORT WORTH, TEXAS mycoslde,-mcinnis-i-associates cMl englneering surveying IalMscapa amh1tecture plsnNng DRAWN BY: DKJ tbpe registration number. f-2759 200east abram SHEET NO.: 1 OF 6 / arIingtan, texas 76010 DETENTION l AREA LOT 817-469-1671 O IRRIGATION PLAN law: 817-274-8757 SCALE: 111 = 80r-011 a t e w a 5.c 0 m EXHIBIT—B IRRIGATION EQUIP. SCHEDULE SPRAYS, ROTATORS, BUBBLERS NUFACTURER MOD DESCRIPTION NUFACTURER MODEL DESCRIPTION —U4 ALM ® 1-1/2 2%AND 3-PLASTIC ELECTRIC REMOTE Iy C O O O O O URF SPRAY, 4.0" POP—UP. CO—MOLDED WIPER ONs e rs VALVES,TROL , EAL WITH UV RESISTANT MATERIAL PT THREADED INLET/OUTLET, FOR — — OMMERCUL/MUNICIPAL USE. CONTRACTOR MAY O©O URF ROTATOR, 4' (10.16 CM) POP—UP WITH SE 1,2,4, OR 6 VALVE DECODERS. HECK VALVE, PRESSURE REGULATED TO 40 PSI 2.76 BAR), MP ROTATOR NOZZLE ON PRS40 ® UICK COUPLER VALVE, PURPLE LOCKING RUBBER BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT OVER FOR RECLAIMED WATER USE, RED BRASS BLUE 210 TO 270 ARC. 0=OLNE 360 ARC. D STAINLESS STEEL, WITH 3/4" NPT INLET. — — —PIECE BODY. V�Q URF ROTATOR, 4' (10.16 CM) POP—UP WITH — ACTORY INSTALLED CHECK VALVE, PRESSURE TAINLFSS EEL BALL VALVE SHUT OFF VALVE STREGULATED TO 40 PSI (2.76 BAR), MP ROTATOR OZZLE ON PRS40 BODY, K=BLACK ADJ ARC 0-210, G=GREEN ADJ ARC 210-270, R=RED H� ' FLOW METER AND MASTER VALVE COMBINATION, 60 ARC. MAILABLE IN NORMALLY OPEN AND NORMALLY — — LOSED CONFIGURATIONS, 2—WIRE READY WITH A TURF ROTATOR, 4' (10.16 CM) POP—UP WITH UILT—IN FLOW BICODER AND PRE—CONFIGURED K ACTORY INSTALLED CHECK VALVE. PRESSURE NO OFFSET VALUES. REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR OZZLE ON PRS40 BODY. B=BLUE ADJ ARC BF OUBLE CHECK BACKFLOW PREVENTION, 1/2'TO 0-210,Y=YELLOW ADJ ARC 210-270, A=CRAY 60 ARC. © 0—WIRE CONTROLLER IN LARGE 16 GAUGE ] URF ROTATOR, 4,0" POP—UP WITH FACTORY OWDER—COATED WALL MOUNT CABINET, BASE NSTALLED CHECK VALVE, PRESSURE REGULATED TO ,1ODEL 50 STATIONS, EXPANDABLE TO 75 OR 100 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. TATIONS. BIUNE TWO WIRE, BICODER DECODER, B=LIGHT BROWN ADJUSTABLE ARC, 90-210. L-53156 MOISTURE SENSOR, BL-5402 EVENT _ _ ECODER TURF ROTATOR, 4- (10.16CM) POP—UP WITH IIL-34UI 7ACTORY INSTALLED CHECK VALVE, PRESSURE UTSiDE OPERATION BUTTON BICODER IN PLASTIC REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR ALL MOUNT ENCLOSURE, EVENT BICODER. 4OZZLE. T=TURQUOISE ADJ ARC 45-105 ON RS40 BODY. ® IRECT BURIAL LIGHTNING ARRESTOR UNILt< HKUS—UU—MbUN D doe 00 ULTI—STREAM BUBBLER, FIXED RISER, 25=.25GPM, zs0se0saeuel�2" 0=0,5GPM, 10=1,OGPM, 20=2.OGPM. ® IRECT BURIAL STANDARD FLOW SENSOR/METER (CODER, ikILLRIL UL— ® B15ENSOR WITH 50 ONNECTION WIRES DRIP IRRIGATION r EEZE SENSOR INSTALLS EASILY TO SHUT SYSTEM NU A U R MODEL D SCRIP N FF TO AVO(° DANGEROUS, ICY CONDITIONS. 5 EAR WARRANTY. El RIP CONTROL ZONE KR. 1-1/2" ICV GLOBE ONTRACTOR TO PROVIDE COMPLETE SUBMITTAL ALVE WITH t" HY 100 FILTER SYSTEM. PRESSURE © OR PROPOSED BOOSTER PUMP ASSEMBLY, PUMP PM. 1120 MES40PH FLOW RANGE: S GPM TO 60 PM. 120 MESH STAINLESS STEEL SCREEN. 0 INCLUDE VARIABLE FREQUENCY DRIVE FEATURE. _ SEMBLY TO INCLUDE HEAT BOX, PUMP TO BE BLE TO INCREASE PRESSURE BY 30 PSI AND BE ' 9 ® ® OW—VOLUME, LOW—PRESSURE, DRIP 12.0' ABLE OF 75 GPM, 20 2" 2F 40`" OP—UP SPRAY, 1/4" BARBED INLET. TO BE Y' STRAINER SED AS DRIP ZONE OPERATION INDICATOR. a UNTER PLD-06-12 (12) NATERMETER 2 N—LINE PRESSURE COMPENSATING LANDSCAPE ❑ RIPLINE WITH BUILT—IN CHECK VALVE. 0.6GPH MITTERS AT 12.0' O.C. DRIPLINE LATERALS PACED AT 12.0"APART, WITH EMITTERS OFFSET VC CLASS 200 IRRIGATION PIPE. ONLY LATERAL OR TRIANGULAR PATTERN. UV RESISTANT. TRANSITION PIPE SIZES 1'AND ABOVE ARE ED ON THE PLAN, WITH ALL OTHERS BEING 3/4- ISOIL MOISTURE /4" N SIZE. SENSOR NOTE: PICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE ��S�NE'SOIL SENSORS SHALL 8E LEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING LOCATED AND WIRED TO., ND THEIR RELATED COUPLINGS TO EASILY SLIDE — VALVE I HROUGH SLEEVING MATERIAL. EXTEND SLEEVES — VALVE 3 8 INCHES BEYOND EDGES OF PAVING OR VALVE 5 ONSTRUCTION. — VALVE 10 VALVE 14 vaw caw�I — VALVE 17 VALVE 20 p — VALVE 23 vmm Fo. vw.e s a SENSORS SHALL BE CENTRALLY LOCATED WITHIN LANDSCAPE AREAS, MIN. W FROM VALVE.ALL WORK SHALL BE PER 'BASELINE' SPECIRC477ONS. CONTACT 866-294-5847 FOR BIDDING AND INSTALLATION ASSISTANCE. THIS DOCUMENT IS RELEASED FOR THE PUPPD.S£S OF'RENEW UNDER THE AUTHORITY OF DUWAfNE JOINER,RLA Na 2071 ON 11-18-2015 MIO IS NOT TO BE USED FOR CONSTRUCRON,BIDDING OR PERMIT PURPOSES. PROJECT: 2759-00-01 KR O G.ETR 5 76 m m a DATE: 11-18-2015 FORT WORTH, TEXAS mycoslde I mcinnis,-associates DRAWN BY: DKJ civil englnoG"survaying landscapearchitacture planning lbpe registration number. f—2759 200 east a b r a m SHEET NO.: 2 OF 6 orlington, texas 76010 DETENTION AREA LOT 1 617-469-1671 IRRIGATION PLAN lax° 617-274-6757 SCALE: x x r.m m.l e x a s.c o m EXHIBIT-B REFERENCE NOTES NUMBER MODELVALVE 52SCHEDULE E ITYPE PSI GPM O LOCATE VALVE BOXES IN PLANTING AREAS AWAY FROM POTENTIAL 1 HUNTER ICV-G 2' 45.81 46.05 PEDESTRIAN OR VEHICULAR TRAFFIC. 2 HWTER ICZ-151-40 1-1/2' AREA FOR DRIPLINE 36.31 21,18 3 HUNTER ICV-G 1' TURF ROTARY 43.34 6.41 O MAINLINE SHOWN IS SCHEMATIC. COORDINATE LOCATION WITH OWNERS 4 HUNTER ICZ-151-40 1-1/2' AREA FOR DRIPLINE 43.86 32.26 REPRESENTATIVE. 5 HUNTER ICV-G 1' BUBBLER 37.97 13.00 6 HUNTER ICV-G 2' TURF ROTARY 44.05 48.59 O EXTEND ALL SLEEVES 24" BEYOND HARDSCAPE EDGES AND SLEEVE WIRE 7 HUNTER ICZ-151-40 1-1/2' AREA FOR DRIPLINE 42.22 29.33 SEPARATE FROM WATER. B HUNTER ICV-G 2' TURF ROTARY 42.73 44.16 9 HUNTER ICV-G 2' BUBBLER 36.47 36,50 ( 4 1 INSTALL QUICK COUPLER VALVE IN 10' ROUND VALVE BOX 10 HUNTER ICZ-151-40 1-1/2' AREA FOR DRIPLINE 41,58 22.22 -/ 11 HUNTER ICV-G 2' TURF ROTARY 42.88 46.66 12 HUNTER ICV-G 1' TURF SPRAY 35.23 11.98 5 REMOTE CONTROL VALVE IN VALVE BOX WITH BOLT DOWN LID. SET TOP OF BOX 1/2" ABOVE FINISHED GRADE 13 HUNTER ICV-G 2' TURF ROTARY 43.18 48.87 14 HUNTER ICV-G 2" TURF ROTARY 42.96 48.15 15 HUNTER ICV-G 2' TURF ROTARY 45.70 47,22 OINSTALL ISOLATION VALVE BETWEEN EACH VALVE AND MAINLINE 16 HUNTER ICV-G 2' TURF ROTARY 47.41 41.82 17 HUNTER ICY-G 2' BUBBLER 37.32 32.00 18 HUNTER ICV-G 2' TURF ROTARY 43.81 43.93 O ADJUST ALL SPRAY HEADS TO ELIMINATE ANY OVERSPRAY ONTO SIDEWALKS, BUILDINGS, AND AUTOMOBILES 19 HUNTER ICV-G 2' TURF ROTARY 45.34 43.68 20 HUNTER ICZ-151-40 1-1/2- AREA FOR DRIPLINE 46.50 38.91 21 HUNTER ICV-G 2' BUBBLER 37.09 34.00 Q CONTRACTOR TO ENSURE 100% COVERAGE OF ALL LANDSCAPE AREAS BY IRRIGATION SYSTEM 23 HUNTER ICV-G 2' TURF ROTARY 45.06 48.10 24 HUNTER ICZ-151-40 1-1/2' AREA FOR DRIPLINE 39.74 28.85 O25 HUNTER ICV-G 1' BUBBLER 39.53 15.00 COORDINATE CONTROLLER LOCATION AND ELECTRICAL SERVICE WITH OWNER 9 OR OWNERS REPRESENTATIVE 10 METER LOCATION SHOWN IS SCHEMATIC. REFER TO CML DRAWINGS FOR LOCATION OF TAP AND SERVICE LINE, CRITICAL ANALYSIS FLOW AVAILABLE Water Meter Size: 2' Critical Station: 15 Flow Available: 108.99 gpm Design Pressure: 40.00 psi Elevation Loss: O.GO psi PRESSUREAVAILABLE Friction Loss: 4.19 psi Static Pressure at POC: 70.00 psi Fittings Loss: 0.42 psi Elevation Change: 5.00 It Loss through Valve: 1.09 psi Service Line Size: 2 1/2' Pressure Req, at Critical Station: 45.70 psi Length of Service Line: 20.00 It Loss for Fittings: 1.58 psi Booster Pump pressure provided: 30.00 psi Loss for Main Line: 15.84 psi Pressure Available: 97.00 psi Loss for POC to VaNe Elevation: 0.00 psi Loss for Backflow: 6.03 psi DESIGN ANALYSIS Loss for Master Valve: 5.35 psi Maximum Station Flow: 48.87 qpm Loss for Water Meter. 1.73 psi Flow Available at POC: 108.99 qpm Critical Station Pressure at POC: 76.23 psi Residual Flow Available: 60.12 gpm Pressure Available: 97.00 psi Residual Pressure Available: 20.77 psi IRRIGATION NOTES: 1. REMOVE ALL STONES AND DEBRIS FROM IRRIGATION TRENCHES PRIOR TO ANY BACKFILLING 2. ALL PVC PIPE JOINTS SHALL BE PRIMED VNTH COLORED PRIMER PRIOR TO THE APPLICA770M OF ANY GLUE J. COORDINATE ALL PIPING AND HEAD POSITIONS WITH THE BUILDING CONTRACTOR AND LANDSCAPE CONTRACTOR.REFER TO THE PLANTING PLAN TO INSURE THE IRRIGATION SYSTEM DOES NOT INTERFERE WITH THE PLANTING SCHEME. 4. ALL CONTROL WIRING SHALL BE PLACED IN THE MAINLINE TRENCH ADJACENT TO THE MAINLINE PIPE. ALLOW FOR SOIL EXPANSION WITH 18'OF EXTRA WIRE COILED IN EACH VALVE BOX. 5. COORDINATE THE.LOCATION OF THE IRRIGATION CONTROLLER WITH THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO INSTALLATION, 6. COORDINATE THE INSTALLATION DN ANY AND ALL REQUIRED SLEEVES WITH THE GENERAL CONTRACTOR PRIOR TO THE INSTALLATION OF SITE PAVING AND FLAT WORK. Z THE IRRIGATION CONTRACTOR SHALL ADJUST AND ADD TO THE SYSTEM AS REQUIRED TO ACCOMMODATE THE FIELD CONDITIONS TO ENSURE COMPLETE COVERAGE AND ADEQUATE OPERA770M OF THE.SYSTEM REGARDLESS OF THE DESIGN REPRESENTED. 8. PROVIDE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR FROM THE DATE OF FINAL ACCEPTANCE, 9. ALL MAINLINES AND LATERALS SHALL BE A MINIMUM OF 14'DEEP. 10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE.REGULATIONS ESTABLISHED BY THE TEXAS COMMISSION ON ENVIRONMENTAL DUALITY(TCEO), THE NATIONAL PLUMBING CODE AND ALL LOCAL PLUMBING ORDINANCES 11, ALL MATERIALS SHALL BE NEW AND UNUSED. 12. ALL ORIPLINES SHALL BE INSTALLED 2'BELOW GRADE SECURED WITH MANUFACTURER RECOMMENDED STAPLES AT 36'O.C. 13. AIR RELIEF VALVES INSTALLED IN DRIP IRRIGATION ZONES SHALL BE PLACED AT THE HIGHEST ELEVA17ON WITHIN THE ZONE. Vv ib 14. DRIPLINE SHALL BE INSTALLED A MINIMUM OF 4'AWAY FROM EDGES OF HAROSCAPE ELEMENTS IRIS DOCUMENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUII IE JOINER,RLA NO 2071 ON 11-18-2015 AND IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMT PURPOSES PROJECT; 2759-00-01 KRDGER 5 '76 CY11'11a DATE: 11-18-2015 FORT WORTH, TEXAS mycoslde-,-mdnnis+assodates DRAWN BY: DKJ a1Nlengineering surveying Iendsc archkecture planning Wipe registration number. f-2759 200 east abram SHEET NO.: 3 OF 6 arIingta"' texas 7 6 0 1 a DETENTION AREA LOT Z 817-469-1671 IRRIGATION PLAN lax: 817-274-8757 SCALE: www.mmatexas.com EXHIBIT—B 4 Q PLANT MATERUL 02 FINISH GRADE Q - s r. V 2 ©MICRO—SPRAY POP—UP: 03 $ O RAINPO BIROETH ENE P BIN,, 200X w 3 m Y.'SELF-PIERCING BARB CONNECTOR: TURF PDP UP HEAD. 4' O$ RAW BIRD SPB-025 TO CURB OR 2 I AMARLEX STREET ELL. WALK. 6 Y DfSTRIBUDON TURING: 84RB ELL X MIPT 6 • (LENGTH AS REQUIRED) 1/2"MARLEX STREET ELL NOTE PVC TEE(SXSXT) 1. 00 NOT INSTALL ANY TYPE OF NOZZLE IN MICRO POP—UP. OR ELL. 1/2"POLYETHYLENE FLEXISLE 2, INSTALL ONE(1)MICRO POP—UP, WITHOUT NOZZLE, TO LATERAL LINE. TUBING, LENGTH AS REOUIRED. ,IIRRRIIGGATIO TION ONE OPERATION INDICATOR ON EVERY DRIP 1 TURF ROTARY FLEX ASSEMBLY 2 DRIP OPERATION INDICATOR NTS 328403.13-02 Nis SPECIAL NOTE: QUICK COUPLE VALVE BOX LID TO BE PURPLE. QUICK COUPLE VALVE TO BE INSTALLED WITH PURPLE CAP. IRRJGAnON MAINLINE 10'&WETER VALVE BOX. 6 HEAD BRAND 'OVC'ON LID LLALE ADAPTER HEAD 2'HIGH CHARACTERS o; FINISHED GRADE 3 2 DOUBLE CHECK VALVE 12'MAY! 6'MIN, s j 2 FINISHED GRAD-' a!N TO POINT OF CONNECTION I I I 1 t�� III Ib � II�� I11F JUMBO VALVE BOX I I I I '-77y 1 IF OUICK COUPLING VALVE AS SPECIFIED. TWO STAINLESS GALV, NIPPLE, LENGTH AS REQ. MALE ADAPTER STEEL CLAMPS. 6'DEEP LAYER OF 3/4' PFA GRAVEL CRUSHED ROCK. r 4 J'PVC SCHEDULE 80 TWO BX2XI6 CONCRETE 112'X 36'6ALV NIPPLE, BLOCK CAPS, ONE ON EACH STEEL PIPE. NOTE: SIDE OF THE BOK INSTALL DOUBLE CHECK VALVE PER ALL APPLICABLE THREE PVC SCH 80 ELLS. 12'PVC SCHEDULE 80 CITY AND STATE REQUIREMENTS. NIPPLE. INSTALL ISOLATION VALVE BETWEEN MAINLINE AND QUICK COUPLER VALVE 3 DOUBLE CHECK VALVE ASSEMBLY q QUICK COUPLER VALVE NTS 406.43-02 IN n1� J 0" 80' THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER THE AUTHORITY OF DUWAMIE JOINER,RLA Na 2071 ON 11-18-2015 AND IS NOT TO BE USED FOR CONSIRUCTTON,&DOING OR PERMIT PURPOSES PROJECT: 2759-00-01 KRO GE'R 5 76 m m a DATE: 11 -18-2015 PORT WORTH, TEXAS mycoside-I-mannis associates DRAWN BY: DKJ � � len9lnng surveying landscape architecture planning tbpe registration number. I-2759 200 east obrom SHEET NO.: 4 OF 6 arlington, texas 76010 DETENTION AREA LOT Z 817-469-1671 IRRIGATION PLAN lax: 617-274-6757 SCALE: www.m m a l e x a s.c o m EXHIBIT—B 20X14"JUMBOONTROLLER WIRE WITH JO INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG PLASTIC VALVE B7,7 AND WATERPROOF CONNECTORS. REMOTE CONTROL VALVE, SET BOX 2'ABOVE GRADE AT SHRUBS. RCV AS SPECIFIED. ONE PER VALVE BOX, PVC BALL VALVE SET BOX FLUSH TO GRADE AT TURF. 20X14 JUMBO PVC BALL VALVE, SAME FILTER AS SPECIFIED. PLASTIC VALVE PRESSURE REGULATOR AS BOX AND COVER, SIZE AS MAINLINE 2"ABOVE GRAD SHRUBS. SPECIFIED. SET BOX FLUPVCUNIONW/SHORT WATER PROOF WIRE SET VALVE 3"- 4" qT TURF. NIPPLES.CONNECTORS ON BELOW TOP OF BOX.18"LOOPED WIRES. r ;__r - W OUTLET PIPE SAME ��, -_�.... - 3 SIZE AS VALVE 1 OW ij 24"MIN. TO FIRST 3 FITTING m� W m \ / 4 \ 0 —SCH. 40 RISER. OUTLET PIPE SAME SIZE AS VALVE,24'MIN. LENGTH TO F7RST FITTING. 6X2X16 CONC. BLOCK CAPS, 45'DOWN AS REO. TO ONE EA, CORNER(4 TOTAL), S.T TEE W/2" LATERAL PIPE DEPTH. NIPPLE AT MAINLINE. 6'LAYER OF PEA GRAVEL, TWO 6X2X I6 CONCRETE BLOCK CAPS, UNDER LAY WITH FILTER FABRIC 6' LAYER OF PEA GRAVEL, SCHEDULE 40 MAIN LINE UNDER LAY WITH FILTER FABRIC ONE ON EACH SIDE OF THE BOX. PVC 90 ELBOW. PIPE WITH PVC IEE. INSTALL ISOLATION VALVE BETWEEN MAINLINE INSTALL ISOLATION VALVE BETWEEN MAINLINE A AND REMOTE CONTROL VALVE AND REMOTE CONTROL VALVE 5 REMOTE CONTROL VALVE 116 1 DRIP VALVE/FILTER/REGULATOR NTS 328406.13-04 NTS 328413.76-23 SET CONTROLLER 60'ABOVE WIDTH VARIES FINISHED GRADE UNLESS OTHERWISE NOTED. FINISHED GRADE 2'DIAMETER CONTROLLER AS SPECIFIED.—Y RIGID STEEL CONDUIT - SECURELY BOLT CONTROLLER FOR RCV WIRES TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. BACKFILL WITH NATIVE SOIL BACKFILL, GROUND AS PER MFG, WATER JET R MECHANICALLY SPECIFICATIONS. Q COMPACT TO 9OS PROCTOR DENSITY. ca u+ ALLOW 48 HOURS TO SETTLE, j m3 12'XI2X4"STEEL BACKFILL AND COMPACT AS 1/2'DIAMETER RIGID JUNCTION BOX, NECCESARY, i STEEL CONDUIT FOR GROUP WIRE BUNDLES PVC MAIN LINE z 110 VAC ELECTRICAL AND SPLICE TO 18 G4 SOURCE. INSTALL AS WIRES WITH TERMINAL '^ PER LOCAL ELECTRICAL STRIP AS PER CODES a SPECIFICATIONS. '3 Ww ¢�¢J U� FINISHED GRADE. 1 f^ - - 2'D14METER RIGID T STEEL CONDUIT FOR LONG SWEEP ELL. RCV WIRES. �<r USE PVC SCH. 40 BELOW GRADE. 7 WALL MOUNT CONTROLLER 8 MAINLINE NTS 328409.13-02 NTS 328409.76-03 1 l')1 � 13 THIS DOCUMENT IS RELEASED FOR THE PURPOSES OF RENEW UNDER INC AUTHORITY OF DUWARIE JOINER,RLA NO.2071 ON 11-18-2015 AND IS Nor TO BE USED FOR CONS TRUC DON,&DOING OR PERMIT PURPOSES PROJECT: 2759-00-01 KROGER 576 mllmla DATE: 11 -18-2015 FORT WORTH, TEXAS myooskie-:mcinnis+assodates DRAWN BY: DKJ cMlenglnaering surveying landscapearchhecture plannlrg lbpe registration number. f-2759 200 east abram SHEET NO.: 5 OF 6 arIIn9tan, laxas 75010 DETENTION AREA LOT 1 817-469-1671 IRRIGATION PLAN fax: 817-214-8757 SCALE: wwr.m ma texa s.com EXHIBIT-B -- -"-- DRIPLINE OR 1/2'DRIP TUBING, AIR RELIEF VALVE PVC MAINLINE. TYPICAL FPT ADAPTER AND AS SPECIFIED. COER .UPRESSION COUPLER 1 FPTxuPr ELL. DRIP VALVE/FILTER/ 6'0.RIP BOX. -y4'k1'MPT ADAPTER. REGULATOR. 3/4'RIC LATERAL -V�FPT X Y7'DRIP TUBING TYPICAL OFFSET PIPE ADAPTER, 2'FROM .D DRIP TUBING COUPLINGFROM . FIARDSGIP£• `� GRACIE AREA PLANTEDD ¢t'PCLYE71` L E AREA OR PVC HEADER. TYPICAL COMPRESSION _ FITTMG. - CRiPLANE.SPACING AS NOTED. AIR RELLEF VALVE AT W,GH POWT• IF i !NDKATED. TYT'.Y:4L Dfd'P LINE WITH EMITTER A SPACING AS NOTED. A P.E DOWN STAVE AT O O�Q� 3'THICK LAYER OF WASHED ALL AND TE d'D.C.AT v O O OW GRAVEL THE BOX SHALL CLAY. 3'O.C.AT REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO LOAM, OR 2'O.C. BOX_ F AT 5.4T,v. F FLUSH VALVE OR ckP AT LOW END. END FEED EXAMPLE AS NOTED. CENTER FEED EXAMPLE SPECIAL NOTE. DRIPLINE MUST BE INSTALLED A MINUMUM OF 4'AWAY FROM H4RDSCAPE EDGES I,NSTALLA170N NOTE: T,ALL ORIPLINE TO BE INSTALLED 2-BnOW GRADE AND STALLED WITH O.C. 9 DRIP AIR RELIEF VALVE IN BOX THE MANUFACTURER RECOMMENDED STAPLES AT J6' NTS 328413.53-03 PVC TEE MAXIMUM LATERAL LENGTH (FEET) PdC AM:V"OLP9 L1AZ t3w]7ER FLOW RA1E CFH 12'SPA1NUG 18'SPACM 24'SPAIXNG y� PSI a6 0.9 116 O9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 J50 171 442 ,HO COIAP.RSSIOV ADAPTER: 30 307 2J6 434 J3J 550 422 USE AN AES TO.PIA:BO+'DVC 40 350268 495 380 627 171 SOLVENT FOR CLUA4G ADAPTER TO LANDSCAPE 50 125 96 175 135 218171 PVC TEE DR"LAIF TUBING. 60 115 96 175 135 219 171 �—WATER SOURCE:DRIP VALVE A--. O4 LATERAL FROM VALVE GRID PREORTATION RATES(IN/HR) MAXIMUM now P=ut ZONE LANDSCAPEOF'PUNE TURING DWTTER Flow RATE MAX CPU PSF Pc MA.NdFOLD LINE EMITTER LATERAL MTN PVC TEE. SPACING SPACWC 0.6 0.9 SCHEOIRE 40 PL°C MEAGER S%ZE 112' 4.7 GPM 77 PSI POLYGON SHAPED C'• SHAPED ODD SHAPED 12 12 0.95 1 1.44 314' &J" 5.6 PSI 11' FLUSH CAP. IB 18 M69 I,03 1. 135 GF'11 12 PSIY F 2i 2f 0.28 0.41 1 ' 3T.9 Ra M 1.9 P9 /�� —AOF T 2' 574 GPM 1,9 P9 LAJ AIR RELIEF"VALVE SY TNSTALf. LATERAL FLOW PER 100 FT GPM Y FFG1f PONTSYSTEM. (GPM) POLY P,1 f HEA@c'Fr S1Ff EMITTER 12' t8' 11' 1/2' 1,7 GPM 8.8 P51 FLOW SPACING SPACING S41;4 3/4' dL3 Wet 63 PSI 1• I 2 .E5 GPW 4.8 PSI 0.6 GPH 1.0 CF'N 7 17�M .50 /- 1.8 GPM ,9 PSI a9 GPH 1.5 .6 112' 3 GPM to GPM ,75 GPI, 52.4 CPM 22 PSI SLOPED CONDITION NOTE I.ORIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOE WHENEVER POSSIBLE 2.INSTALL AIR REUEF VALVE AT HIGHEST POINT. J.NORMAL SPACING WITHIN THE TOP 2/J OF SLOPE 4,INSTALL DRIPUNE AT 23Z GREATER SPACING AT THE BOTTOM b OF THE SLOPE. 5.WHEN ELEVATION CHANGE LS 10 FT OR MORE. ZONE THE BOTTOM YJ ON A SEPARATE VALVE DOGGONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS TYPICAL DRIPLINE INSTALLATION SHAPED 1 O NTS THIS DOCUMENT IS RELEASED FOR RIE PLOMWS OF RENEW UNDER INC AUTHORITY OF OUWAAVE JOINER,TLA Na 2071 ON 11-18-2015 AND IS NOT TO BE USED FOR CONSTRUCTION,&DOING GY7 PERWT A!RPOSES PROJECT: 2759-00-01 KROGER 576 m mea DATE: 11 —18-2015 PORT WORTH, TEXAS mycoslde-,-mannis i-associates DRAWN BY: DKJ cM1 engineering surveying Lan4scape architecture planning tbpe registration number. f-2759 200 east a b r a m SHEET NO.: 6 OF 6 arIington. t e v a a 76010 DETENTION AREA LOT 1 817-469-1671 IRRIGATION PLAN f- 817-274-8757 SCALE: xww.mm a le.a s.c om EXHIBIT "C" CITY OF FORT WORTH DRAINAGE CHANNEL 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8 Rev.7/2006 EXHIBIT "D" Drainage Channel 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 Channel 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 Storm Water Quality Structure Type of Storm Water Quality Structure Structure type and Condition DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev.7/2006 Condition of Rip- Ra Condition of filtrations stem Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev.7/2006