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Blackberry Farm-PT240709EXPRESSFEEDERDROP ONLY11115223212224157231142142221421231 Lot 812,119 SF0.278 ACLot 29,424 SF0.216 ACLot 39,523 SF0.219 ACLot 49,828 SF0.226 ACLot 510,728 SF0.246 ACLot 912,378 SF0.284 ACLot 109,963 SF0.229 ACLot 113,625 SF0.313 ACLot 1111,917 SF0.274 ACLOT 9X120,360 SF2.763 ACLot 2017,079 SF0.392 ACLot 1216,024 SF0.368 ACLot 1315,254 SF0.350 ACLot 149,288 SF0.213 ACLot 159,844 SF0.226 ACLot 1610,408 SF0.239 ACLot 1711,663 SF0.268 ACLot 199,487 SF0.218 ACLot 1810,780 SF0.247 ACLot 611,578 SF0.266 ACLot 711,821 SF0.271 ACZONED: SF-7CITY LIMIT LINE CITY OF COPPELLCITY LIMIT LINECITY OF COPPELL CITY OF CARROLLT O N CITY LIMIT LINECITY OF COPPELLCITY OF CARROLLTONDENTON CREEKDENTON CREEKEXISTING 100 YR.FLOODLINEDENTON CREEK60"RCPApproximate LocationCreek BanksApproximate LocationCreek BanksZONED: PD-SF-7SSMHJOHN JACKSON SURVEY ABSTRACT NO. 698 EDWARD COOK SURVEY ABSTRACT NO. 300 Approximate Location N89°36'19"E 516.12'88.83'1 (1 :49.74'1 :69.13'70.93'1 :L81 :57.96'C3N43°19'18"E 103.09'C280.79'1 (L76 :80.79'C1 L61 :65.50'1 :65.89'1 :77.33'1 :88.23'1 :153.86'1 :79.52'1 :140.78'L5L4L3 S2 6 ° 5 5 ' 1 9 " W 15 1 . 3 4 'S27°48'18"E 362.91'L2L1ZONED: PD-SF-925' B.L.25' B.L.25' B.L.25' B.L.2 5 ' B . L . 5' U.E. B.T.P. 5' U . E . B. T . P L23 C4 1 ( C5L24C6C71 : 20' S.S.E.B.T.P.10'20' D.E. INST. NO.__________________,O.P.R.D.C.T.20' D.E. INST. NO.__________________,O.P.R.D.C.T.20' S.S.E. INST. NO.__________________,O.P.R.D.C.T.2 0 ' S S E , I N S T . N O . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , O . P . R . D . C . T .PROP. 100 Yr. FLOODPLAINFLOODPLAINPROP. 100 Yr.20' D.E. INST. NO.__________________,O.P.R.D.C.T.6X1523222120181716151413LOT 7X19BLOCK DBLOCK CBLACKBERRY FARMS, PHASE 1INST. NO. ________________, O.P.R.D.C.T.20' W.E. INST. NO.__________________,O.P.R.D.C.T.328.7 AC.DALLAS GUN CLUBVol. 79215, Pg. 1409 D.R.D.C.T.20' D.E. INST. NO.__________________,O.P.R.D.C.T.PERSIMMON DRIVE (WEST)50' R.O.W.PERSIMMON DRIVE (EAST)50' R.O.W.WINDMILL DRIVE50' R.O.W.WILDMILL DRIVE50' R.O.W.L9 L10 44.40'14.56'63.99'32.91'47.57'4.85'81.52'72.95'16.75'74.31'71.79'88.86'14.15'66.45'12.93'L11L1222.26'50.47'L13 34. 0 8 ' 56. 0 2 ' L14L15L16 6 : 74.80'10.54'L=55.16'L=61.78'L=18.95'6 : 6 : L=42.40'L=61.18'L=61.13'L=30.71'6 : 6 ( L=12.29'L=62.01'L=96.14'6 ( 6 ( 18.75'6 : 6 : L=56.35'L=44.57'L=46 .29 ' L=41.85'L=63.71'L=9.03'6 : 9.83'6 ( L17L18L1919.40'66.38'65.87'25.97'26.92'1.29'L2117.62'29.28'31.79'56.93'0.93'60.35'38.36'L22 92.08'L=36.72'L=124.71' 6 ( L25 6 ( 6 : 6 : 22.63'62.72'6 : L=87.13'L=28.01'6 : 6 : L=78.32'L=16.36'6 : 18.75'L=70.69'61.11'16.22'15.33'1 ( 1 ( 1 ( 6 ( 6 ( 6 ( 6 ( 6 ( 6 ( 1 : 88.72'1 :61.27'6 :1 : 6 : L20C 8 20' D.E. INST. NO.__________________,O.P.R.D.C.T.BLACKBERRY FARMS, PHASE 1INST. NO. ________________, O.P.R.D.C.T.BLACKBERRY FARMS,PHASE 1, INST. NO.________________,O.P.R.D.C.T.BLACKBERRY FARMS,PHASE 1, INST. NO.________________,O.P.R.D.C.T.BLOCK A8XBLACKBERRY FARMS,PHASE 1, INST. NO.________________,O.P.R.D.C.T.LOT 7X20' D.E. INST. NO.__________________,O.P.R.D.C.T.23252420' ACCESS & FLOODPLAIN EASEMENTVol. 94057, Pg. 602D.R.D.C.T.23.6 AC.CITY OF CARROLLTONVol. 91226, Pg. 332D.R.D.C.T.15' ACCESS EASEMENTINST. NO. ___________O.P.R.D.C.T.CLOMR CASE NO.13-06-3584R448.0BFE20' W.E. INST. NO.__________________,O.P.R.D.C.T.CONSERVATION EASEMENT BYSEPARATE INSTRUMENT(SEE NOTE)CONSERVATION EASEMENT BYSEPARATE INSTRUMENT(SEE NOTE)CONSERVATIONEASEMENT BYSEPARATEINSTRUMENT(SEE NOTE)CONSERVATIONEASEMENT BYSEPARATEINSTRUMENT(SEE NOTE)CONSERVATION EASEMENT BYSEPARATE INSTRUMENT(SEE NOTE)CONSERVATION EASEMENT BYSEPARATE INSTRUMENT(SEE NOTE)FIR (C.M.)FIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIR (C.M.)FIRFIRFIRFIRFIRFIRFIRFIRFIRL=2.63'20' D.E. & A.E.B.T.P.R=50' 2 5 ' 2 5 'FIRP.O.B.1 ( 1 : 6 ( 1 : LINE FORDIRECTIONALCONTROL 120,360 SF2.763 ACLOT 9XFIR613.62'PROP. 100 Yr. FLOODPLAINLAKEWOOD ESTATESVol. 94057, Pg. 602D.R.D.C.T.1413121110910' S.U.E.B.T.P.Curve TableCurve #C1C2C3C4C5C6C7C8Length28.86'39.28'26.86'34.07'179.37'180.40'126.83'261.80'Radius138.50'188.50'275.00'163.50'250.00'300.00'350.00'50.00'Delta Chord Bearing6 : 1 ( 1 ( 6 : 6 : 1 : 1 : 1 ( Chord Length28.81'39.21'26.85'34.01'175.54'177.69'126.13'50.00'Line TableLine #L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25Length79.48'62.67'70.04'54.78'51.48'11.01'50.00'12.17'33.40'32.83'36.23'35.11'64.90'80.11'20.67'26.54'0.16'76.77'67.25'28.21'35.56'31.75'80.80'18.75'37.82'Direction6 (6 (6 :6 :6 :6 :1 :1 (1 (1 (6 (6 (6 :6 :6 :6 :1 :1 :1 :1 :1 :6 :6 :1 (6 :N:\0008335.00\DWG\SURVEY\0008335FP-PHASE 2 02-15-2021.DWG :HVWZRRG3URIHVVLRQDO6HUYLFHV,QF9.209 Acres February 15, 2021 Job No. 0008335.00 Blackberry Farms, Phase 221BLACKBERRY FARMS ADDITION, PHASE 2Phone(214) 473-46402740 Dallas Parkway, Suite 280Toll Free(888) 937-5150Plano, TX 75093TBPE Firm Reg. No. 11756TBPLS Firm Reg. No. 10074301ENGINEER/SURVEYOR0'60'120'180'1" = 60'VICINITY MAPLEGENDCONSERVATION EASEMENT NOTEa.CONSERVATION EASEMENT RECORDED IN INST. NO. ____________,O.P.R.D.C.T.b.ACCESS OVER THE PUBLIC EASEMENTS IS ALLOWED FORMAINTENANCE OF THE CONSERVATION EASEMENT AREA.c.THERE SHALL BE NO DUMPING OR PUMPING OF WATER FROM THERESIDENTIAL LOTS INTO THE CONSERVATION EASEMENT AREAS.d.A PRIVATE PEDESTRIAN TRAIL MAY BE CONSTRUCTED WITHIN THECONSERVATION EASEMENT AREA FOR USE OF THE RESIDENTS ANDGUESTS. MAINTENANCE OF THE TRAIL WILL BE THE RESPONSIBILITYOF THE HOMEOWNERS ASSOCIATION.Set 5/8 inch Iron Rod with yellow plastic cap stamped "WESTWOOD PS"Found 5/8 inch Iron Rod with yellow plastic cap stamped "WESTWOOD PS"FIRSIR100 Yr. Flood ElevationMinimum Finish Floor (2 feet MFFAccess EasementD.E.above 100 year flood elevation)Base Flood ElevationBFES.S.E.Sanitary Sewer EasementINST. NO.Instrument NumberO.P.R.D.C.T.Official Public Records of Dallas CountyD.R.D.C.T.Deed Records of Dallas County, TexasVol. Pg.Volume PageB.L.Building LineS.U.E.Sidewalk and Utility EasementP. HOAPrivate Home Owner's AssociationM.A.U.E.Mutual Access and Utility EasementFINAL PLATBLACKBERRY FARM ADDITION,PHASE 2LOTS 1-20 & 9X, BLOCK DBEING A 9.209 ACRE TRACT IN THEEDWARD A. COOK SURVEY, ABSTRACT NO. 300COPPELL, DALLAS COUNTY, TEXASOWNER/DEVELOPERDENTON CREEK LAND COMPANY, Ltd.225 E. SH 121 Coppell, Texas 75019214-488-5200 FAX 214-488-5255Point of Curve / Point of TangencyPOINT OF BEGINNINGP.O.B.Drainage EasementA.E.Utility EasementU.E.B.T.P.By This PlatPD CONDITIONS APPLY TO BLACKBERRY FARM PHASE 1 AND 2:A.THE EXTERIOR OF A MAXIMUM OF 18 SINGLE FAMILY RESIDENCES IN THIS DEVELOPMENT SHALL BE PERMITTED TO BE CONSTRUCTED WITH STUCCOEXTERIOR FINISH IN LIEU OF MASONRY AS PROVIDED IN THE COMPREHENSIVE ZONING ORDINANCE. STUCCO AS USED IN THIS ORDINANCE SHALL BE'(),1('$6&217,182863/$67(5250257$52)6(9(1(,*+7+6µ2)$1,1&+7+,&.1(6629(5:22')5$0(:,7+0(7$//$7+$1'ELASTOMERIC TOPCOAT. ALL SINGLE-FAMILY RESIDENCES PERMITTED TO BE OF STUCCO MATERIAL OR PLASTER SHALL BE OF EARTH TONE COLOR.B.MINIMUM 25-FOOT FRONT BUILDING LINE SHALL BE PROVIDED FOR ALL SINGLE-FAMILY LOTS.C.HOMES TO BE BUILT ON LOT 1 AND LOT 20 IN BLOCK D SHALL HAVE A MINIMUM SIZE OF 2,800 SQUARE FEET.D.THERE WILL BE A MINIMUM SIDE YARD SETBACK OF 5 FEET ON LOTS 1 THROUGH 20, BLOCK D.E.SIDEWALKS WILL BE CONSTRUCTED AT TIME OF HOUSE CONSTRUCTION ON ALL SINGLE FAMILY LOTS.F.NO ALLEY SHALL BE REQUIRED FOR ANY LOTS WITHIN THE DEVELOPMENT.G.HARDSCAPES CONSISTING OF MASONRY, WOOD, STUCCO WHERE HOME IS STUCCO, AND/OR DECORATIVE METAL COURTYARD WINGWALLS ANDSCREENING MAY BE CONSTRUCTED AND MAINTAINED TO A MAXIMUM HEIGHT OF EIGHT (8) FEET SHALL BE PERMITTED IN FRONT YARD BUT MUST BEBEHIND THE 25-FOOT FRONT BUILDING SETBACK AND SHALL BE AN INTEGRAL ARCHITECTURAL COMPONENT OF THE PRIMARY STRUCTURE.H.THE CENTER ISLAND IN THE CUL-DE-SAC AT THE EAST END OF KNOWN AS PERSIMMON DRIVE SHALL BE CONSTRUCTED OF COBBLESTONE PATTERNEDCONCRETE AND SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.I.NO BUILDING PERMITS SHALL BE ISSUED FOR HOME CONSTRUCTION PRIOR TO THE FILING OF THE FINAL PLAT, CONSERVATION EASEMENT AND HOACOVENANTS.J.PRIOR TO FILING OF THE FINAL PLAT FOR PHASE 1, PERMITS SHALL BE APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS AND THE CONSERVATIONEASEMENT SHALL BE ESTABLISHED.K.PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THE FIRST STRUCTURE (INCLUDING THE FARM HOUSE ON COMMON LOT 2X), PROOF OF THE INITIALPAYMENT FOR THE ESTABLISHMENT OF THE CONSERVATION EASEMENT SHALL BE SUBMITTED TO THE CITY OF COPPELL, ESTIMATED TO BE $92,000.THEREAFTER, AT THE TIME OF ISSUANCE OF BUILDING PERMITS FOR THE REMAINING 54 SINGLE FAMILY HOMES IN PHASE 1, VERIFICATION OF PAYMENTOF THE REMAINING BALANCE OF THE $300,000, ESTIMATED TO BE $3,852 ON A PER LOT SHALL BE SUBMITTED TO THE CITY OF COPPELL.L.THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE TO MAINTAIN THE STABILIZATION ALONG THE CREEK BANK OF DENTON CREEK FROM EROSION.EACH LOT OWNER SHALL BE NOTIFIED AND PROVIDED A HOLD HARMLESS AGREEMENT BY SEPARATE INSTRUMENT THAT THE CITY AND DEVELOPER ARENOT LIABLE FOR FUTURE EROSION OF THE CREEK BANK. THE DEVELOPER SHALL DEDICATE A CONSERVATION EASEMENT TO A THIRD-PARTY LANDCONSERVANCY FOR THE PURPOSES OF MONITORING AND ENFORCING THE INTEGRITY OF THE STEAM BANKS. NOTICE OF THE PROVISIONS SHALL BENOTED ON THE FINAL PLAT. THE CONSERVATION EASEMENT WILL BE EXECUTED AND FILED PRIOR TO FILING THE FINAL PLAT.M.THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE TO MAINTAIN THE STORAGE BASINS/PONDS BEING CONSTRUCTED WITH THE DEVELOPMENTAS WELL AS ALL COMMON LOTS, FARM HOUSE HOMEOWNERS ASSOCIATION COVENANTS DECLARATIONS AND RESTRICTIONS.N.THE HOA DOCUMENTS SHALL REFLECT A MINIMUM 40-YEAR TERMINATION CLAUSE.O.TREE MITIGATION FEES OF $125,000 MUST BE PAID PRIOR TO ISSUANCE OF ANY BUILDING PERMIT OR CONSTRUCTION.P.PARK FEES ARE REQUIRED IN THE AMOUNT OF $1,285 PER LOT SHALL BE PAID BY THE TIME OF ISSUANCE OF ANY RESIDENTIAL BUILDING PERMIT.Q.THE CREEK CROSSING BRIDGE SHALL BE A CONCRETE SINGLE ARCH CULVERT WITH A STONE PATTERN AND TEXTURED CONCRETE OR NATURAL STONEVENEER AND A STEEL RAIL ON A REINFORCED CONCRETE BASE AS SHOWN ON EXHIBIT E, ATTACHED HERETO.R.THIS PROJECT IS NOT SUBJECT TO THE EROSION HAZARD SETBACK PER CITY ORDINANCE, SEC. 13-9-1, G20.S.RETAINING WALLS ARE TO BE CONSTRUCTED OF STONE AND MAINTAINED BY THE LOT OWNER, AS ILLUSTRATED ON EXHIBIT F, ATTACHED HERETO ANDMADE A PART OF THIS ORDINANCE. IF THE OWNER FAILS TO MAINTAIN THE WALL, THE HOMEOWNERS ASSOCIATION HAS THE RIGHT TO REPAIR THEWALL AND ASSESS THE LOT OWNER. CITY HAS NO RESPONSIBILITY FOR THE RETAINING WALLS ON PRIVATE PROPERTY.T.DETAIL SITE AND LANDSCAPE PLAN FOR LOT 2X AND THE SCREENING WALL ENTRY FEATURE SHALL BE ATTACHED TO THIS PD AS EXHIBIT D AND SHALLGOVERN THE DEVELOPMENT, MAINTENANCE AND USE OF SAID LOT SUBJECT TO:a.THE FARM HOUSE AT THE SUBDIVISION ENTRANCE WILL NOT BE USED OR OCCUPIED AS A RESIDENCE OR RETAIL BUSINESS, EXCEPT OCCASIONAL SALESOF SEASONAL BOTANICAL GARDENING MATERIALS WHICH MAY OCCUR FOR FOUR (4) TIMES A YEAR FOR TWO CONSECUTIVE WEEKS (14 DAYS).b.THE DEVELOPMENT OF LOT 2X AND THE ENTRY FEATURES SHALL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FIRST HOME,OTHER THAN A MODEL HOME.U.THE DEVELOPMENT AND MAINTENANCE OF LOT 2X SHALL BE IN ACCORDANCE WITH SECTION 2(T) OF THIS ORDINANCE.NOTES:1.ALL COMMON AREAS INCLUDING SCREENING WALLS & LANDSCAPING AND ALL DRAINAGEEASEMENTS WITHIN COMMON AREAS ARE TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION(HOA).2.THE 100 YR FLOODPLAIN AREA SHALL BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION.3.RETAINING WALLS ARE TO BE CONSTRUCTED OF STONE AND MAINTAINED BY THE LOT OWNER. IF THEOWNER FAILS TO MAINTAIN THE WALL, THE HOA HAS THE RIGHT TO REPAIR THE WALL AND ASSESSTHE LOT OWNER. CITY HAS NO RESPONSIBILITY FOR THE RETAINING WALLS ON PRIVATE PROPERTY.4.SCREENING WALLS TO BE CONSTRUCTED OF STONE AND ARE TO BE 6 TO 8 FEET IN HEIGHT.5.NO PARKING SIGNS SHALL BE PLACED ON THE SOUTHEAST SIDE OF BLACKBERRY DRIVE FROM SANDYLAKE ROAD TO THE EMERGENCY ACCESS DRIVE AND FOR THE WINDMILL DRIVE CREEK CROSSING.6.THE SIDE BUILDING LINE ADJACENT TO THE STREET ON LOTS 1 & 15, BLOCK A, LOTS 1, 6 & 11 OFBLOCK B AND LOT 23 OF BLOCK C SHALL BE A BUILDING AND FENCE SETBACK.7.THE PRIVATE DRAINAGE EASEMENT ON LOT 8X SHALL BE MAINTAINED BY THE HOMEOWNER'SASSOCIATION.8.THE BASIS OF BEARING IS DERIVED FROM THE EAST LINE OF LAKEWOOD ESTATES, RECORDED INVOLUME 94057, PAGE 602, D.R.D.C.T.9.THE CITY OF COPPELL SHALL NOT BE RESPONSIBLE IN ANY FORM FOR THE RETAINING WALLS ABOVETHE STORM DRAINS. SHOULD THE CITY NEED TO PERFORM MAINTENANCE OR UPGRADES IN THEDRAINAGE EASEMENT IT SHALL BE THE HOA (OR HOME OWNER'S) RESPONSIBILITY TO MAKE ANYREPAIRS TO THE WALL.GROSS LOT DENSITY: 20 LOTS/9.209 ACRES = 2.172 LOTS/AC.NET OF LOT 9X: 20 LOTS/6.446 ACRES = 3.102 LOTS/AC.EXPRESSFEEDERDROP ONLY