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Blackberry Farm-PN230203
C0008335-PH2-C-CV.dwg CV CIVIL CONSTRUCTION PLANS FOR LOCATED IN BLACKBERRY FARM ADDITION PHASE 2 2740 Dallas Parkway, Suite 280 Plano, TX 75093 Phone (214) 473-4640 Toll Free (888) 937-5150 FIRM NO. F-11756 THE HOLMES BUILDERS 225 E. S.H. 121 COPPELL, TEXAS 75019 CONTACT: MR. TERRY HOLMES PHONE: 214-4885200 DALLAS COUNTY COPPELL, TEXAS BLACKBERRY FARM ADDITION PHASE 2DEVELOPER: ENGINEER/SURVEYOR:N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-CV.DWGVICINITY MAP NTS SITE TBM#1 Square cut on top of curb at median nose in centerline Sandy Lake Road, west side of entrance to project, approximately 1100 feet east of Kimbel Kourt. Elevation 449.25 TBM#2 Top of a found 1/2 inch iron rod at the northeast corner of the subject property. Elevation 444.80 PROJECT NUMBER: 0008335.01 02/02/2023 NO.REVISIONDATE SHEETS2023 Westwood Professional Services, Inc.BLACKBERRY FARM BRIDGE PLANS BY OTHERS SHEET SHEET TITLE C1-C4 BLACKBERRY FARM BRIDGE C5-C8 BLACKBERRY FARM BRIDGE GENERAL NOTES 1.ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT CITY OF COPPELL STANDARD CONSTRUCTION DETAILS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS (NCTCOG), FOURTH (LATEST) EDITION AND ANY SPECIAL PROVISIONS AS APPROVED BY THE CITY OF COPPELL. 2.IN PREPARATION OF THE PLANS AND SPECIFICATIONS, THE ENGINEER HAS ENDEAVORED TO INDICATE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. IT IS NOT GUARANTEED THAT ALL MAJOR LINES, STRUCTURES OR SERVICES HAVE BEEN SHOWN OR ARE ACCURATE ON THE PLANS. AT LEAST 72 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR VERIFICATION OF EXISTENCE AND LOCATION OF UTILITY LINES. 3.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, PIPELINES, WALKS, DRIVES, TREES, SHRUBBERY, LAWNS AND OTHER IMPROVEMENTS DURING THE PROGRESS OF THE WORK AND SHALL REMOVE FROM THE PROJECT AND DISPOSE OF ALL DEBRIS AND UNUSED MATERIALS. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH STATE LAWS AND FEDERAL REGULATIONS RELATING TO TRENCH SAFETY. THE CONTRACTOR SHALL FURNISH TO THE OWNER AN ACCEPTABLE TRENCH SAFETY PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER QUALIFIED TO DO SUCH WORK AND REGISTERED IN THE STATE OF TEXAS. 5.CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW THROUGHOUT CONSTRUCTION ON EXISTING PUBLIC STREETS AND, IF NEEDED, SHALL SUBMIT A DETOUR PLAN TO THE CITY OF COPPELL FOR APPROVAL PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN CONSISTENT WITH THE T.M.U.T.C.D. 6.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR HIS WORK BEFORE BEGINNING CONSTRUCTION, AND SHALL MAINTAIN A COPY OF THESE AT THE PROJECT SITE. 7.CONTRACTOR SHALL COORDINATE WITH TESTING LABORATORY TO BE PROVIDED BY OWNER. 8.SEE INDIVIDUAL SHEETS FOR ADDITIONAL NOTES. SPECIAL NOTE 1.THE PROPERTY IS SUBJECT TO A CONSERVATION EASEMENT AND THERE SHOULD BE NO DISTURBANCE OF THE NATURAL CONDITIONS WITHIN THE EASEMENT AREA UNLESS SPECIFICALLY ALLOWED IN THE TERMS AND CONDITIONS OF THE EASEMENT DOCUMENT. 2.ALL WORK WITHIN THE CONSERVATION EASEMENT, THE CREEK AREA AND DESIGNATED WETLANDS AREA ARE SUBJECT TO THE USACE NATIONWIDE PERMIT 29 FOR RESIDENTIAL DEVELOPMENTS AND NATIONWIDE PERMIT 13 FOR BANK STABILIZATION. TO USE THESE PERMITS, THE PERMITTEE MUST ENSURE THE WORK IS IN COMPLIANCE WITH THE SPECIFICATIONS AND CONDITIONS FOR THE PERMITS LISTED ABOVE, FOUND AT HTTPS://WWW.SWF.USACE.ARMY.MIL/MISSIONS/REGULATORY/PERMITTING/NATIONWIDE-GENERAL-PERMITS/, AND THE SPECIAL CONDITIONS LISTED BELOW. ADDITIONALLY, ALL ACTIVITIES MUST COMPLY WITH THE WATER QUALITY CERTIFICATION CONDITIONS OF THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) LOCATED AT HTTP://WWW.SWF.USACE.ARMY.MIL/PORTALS/47/USERS/053/21/821/NWP%202017%20TEXAS%20401CERT.PDF. THE SPECIAL CONDITIONS ARE AS FOLLOWS: A.THE PERMITTEE SHALL CONDUCT A MEETING WITH THE CONSTRUCTION CONTRACTOR(S) DETAILING THE TERMS AND CONDITIONS OF THIS PERMIT PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES OF THE PROJECT. THE PERMITTEE SHALL NOTIFY USACE REGULATORY DIVISION OF THE RECONSTRUCTION CONTRACTOR MEETING AT LEAST TWO WEEKS IN ADVANCE OF THE MEETING. WITHIN TWO WEEKS FOLLOWING THE MEETING, THE PERMITTEE SHALL PROVIDE WRITTEN CONFIRMATION, IN THE FORM OF MEETING MINUTES, TO THE USACE THAT THE MEETING WAS HELD. B.THE PERMITTEE SHALL DISTINCTLY MARK AND FENCE THE LIMITS OF CLEARING AND CONSTRUCTION FOR THE PROJECT ASSOCIATED WITH PROPOSED IMPACTS TO WATERS OF THE UNITED SATES, AND THE LIMITS OF CONSTRUCTION AS DESCRIBED IN THE FINAL CONSERVATION EASEMENT (CE), REFERENCED IN THE NOTICE OF INTENT (NOI) BY MITIGATION FUTURES TO DEVELOP SUCH CE ALONG THE FLOODPLAIN OF DENTON CREEK, DATED OCTOBER 26, 2018. THE LIMITS OF THESE AREAS SHALL BE APPROVED BY THE USACE BEFORE GROUND DISTURBING ACTIVITIES IN WATERS OF THE UNITED STATES COMMENCES. STEEL CABLE, WITH PROMINENT FLAGGING, OR SIMILAR METHODS, MAY BE USED IN LIEU OF FENCING. MARKERS AND FENCING MAY BE REMOVED AFTER CONSTRUCTION IS COMPLETED. C.THE PERMITTEE SHALL DEVELOP APPROPRIATE SIGNAGE TO IDENTIFY THE CE AREAS. ALL SIGNAGE SHOULD CLEARLY INDICATE THE AREAS ARE TO REMAIN IN A NATURAL STATE AND SHALL IDENTIFY A CONTACT NAME AND TELEPHONE NUMBER FOR QUESTIONS REGARDING THE CE AREAS. D.A COPY OF THE FINAL SIGNED CE FILED WITH DALLAS COUNTY SHALL BE SUBMITTED TO USACE WITHIN 60 DAYS OF THE DATE OF THIS LETTER. Sheet List Table Sheet Number Sheet Title CV COVER SHEET RP.1 FINAL RE-PLAT (1 OF 2) RP.2 FINAL RE-PLAT (2 OF 2) 1.01 PAVING PLAN & PROFILE 2.01 DRAINAGE AREA MAP 2.02 DRAINAGE CALCULATIONS 3.01 GRADING PLAN 4.01 EROSION CONTROL PLAN (SWPPP) 5.01 STORM SEWER PLAN 5.02 STORM SEWER PROFILES 6.01 WATER & SANITARY SEWER PLAN 6.02 WATER & SANITARY SEWER PROFILES 7.01 CITY COPPELL DETAILS (1 OF 10) 7.02 CITY COPPELL DETAILS (2 OF 10) 7.03 CITY COPPELL DETAILS (3 OF 10) 7.04 CITY COPPELL DETAILS (4 OF 10) 7.05 CITY COPPELL DETAILS (5 OF 10) 7.06 CITY COPPELL DETAILS (6 OF 10) 7.07 CITY COPPELL DETAILS (7 OF 10) 7.08 CITY COPPELL DETAILS (8 OF 10) 7.09 CITY COPPELL DETAILS (9 OF 10) 7.10 CITY COPPELL DETAILS (10 OF 10) SP1 GABION RETAINING WALL SITE PLAN SP2 GABION RETAINING WALL SITE PLAN RW1 GABION RETAINING WALL NOTES & STANDARD DETAILS RW2 GABION RETAINING WALL PHASE 1 WALL 1 RW3 GABION RETAINING WALL PHASE 2 WALLS 1-4 L-2 LANDSCAPE PLAN --BRIDGE PLAN (1 OF 2) --BRIDGE PLAN (2 OF 2) LSS 1.00 LIGHTING, SIGNAGE & STRIPING PLAN CITY OF COPPELL APPROVED FOR GENERAL CONFORMANCE TO THE CITY OF COPPELL STANDARDS. THE GENERAL APPROVAL DOES NOT RELIEVE THE OWNER, ENGINEER, OR CONTRACTOR FROM COMPLYING WITH ALL SPECIFIC REQUIREMENTS OF THE CITY OF COPPELL SUBDIVISION ORDINANCE. S2 6 ° 2 0 ' 3 0 " W 9 0 . 1 0 'Lot 2R17,268 SF0.396 ACLot 3R20,212 SF0.464 ACLot 1R16,107 SF0.370 ACLOT 9X120,360 SF2.763 ACLot 9R17,079 SF0.392 ACLot 5R83,124 SF1.908 ACLot 6R18,526 SF0.425 ACLot 7R19,472 SF0.447 ACLot 8R20,268 SF0.465 ACLot 4R23,076 SF0.530 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 CREEKApproximate LocationCreek BanksApproximate LocationCreek BanksZONED: PD "259R" SF-7JOHN JACKSON SURVEY ABSTRACT NO. 698 EDWARD COOK SURVEY ABSTRACT NO. 300 Approximate Location N89°36'19"E 516.12'88.83'N55°03'09"EN23°16'33"W49.74'N11°25'34"W69.13'70.93'N00°25'16"WL8N46°40'42"W57.96'C3N43°19'18"E 103.09'C280.79'N31°22'51"EL7S31°22'51"W80.79'C1 L6N46°40'42"W65.50'N85°58'00"W65.89'N79°20'04"W77.33'N66°42'23"W88.23'N51°05'53"W153.86'N59°51'07"W79.52'N81°41'40"W140.78'L5L4L3 S2 6 ° 5 5 ' 1 9 " W 15 1 . 3 4 'S27°48'18"E 362.91'L2L1ZONED: PD "259R" SF-925' B .L .B.T .P .5' U.E., B.T.P.5' U . E . B. T . P L23 C4 N43°19'18"E 103.09'C5L24C6C780.65N40°21'17"W20' S.S.E., B.T.P.10'20' D.E. INST. NO.202100152331,O.P.R.D.C.T.20' D.E. INST. NO.202100152331,O.P.R.D.C.T.20' S.S.E., B.T.P.2 0 ' S S E , I N S T . N O . 2 0 2 1 0 0 1 5 2 3 3 1 , O . P . R . D . C . T .PROP. 100 Yr. FLOODPLAINFLOODPLAINPROP. 100 Yr.20' D.E. INST. NO.202100152331,O.P.R.D.C.T.6X1523222120181716151413LOT 7X19BLOCK DBLOCK CBLACKBERRY FARMS, PHASE 1INST. NO. 202100152331, O.P.R.D.C.T.20' W.E. INST. NO.202100152331,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.202100152331,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.WINDMILL DRIVE50' R.O.W.BY THIS PLATL9 L10 10.08'86.83'52.42'2.20'152.27'20.38'70.68'102.00'L11L12L13 L14L15L16 37.34'L=54.45'L=81.44'S 4 1 ° 1 9 ' 3 5 "W 1 5 8 . 2 7 'L=39.92'L=119.79'L=35.71'S21 ° 5 0 ' 4 2 " W 1 5 0 . 3 9 'L=61.94'L=108.50'S10°01'28"E 136.69'S00°43'33"W 133.21'18.75'9.83'L17L1822.34'138.02'17.26'L2017.62'29.28'0.93'60.35'L31L21 92.08'L=36.72'L=124.71' S00°48'38"E 139.83' S2 9 ° 4 7 ' 3 6 " W 1 4 3 . 1 5 '37.34'S3 3 ° 5 2 ' 0 9 " W 1 5 3 . 3 6 'L=89.04'L=89.04'L=94.68'L=94.68'S10°37'1 5 " W 1 5 5 . 6 0 '18.75'L=70.69'61.11'17.24'N60°58'27"E 58.96'N80°31'57"E 96.91'N89°17'04"E 52.42'S86°15'45"E 154.47'S69°56'27"E 91.06'S56°40'22"E 87.13'S43°43'42"E 119.24'S32°46'13"E 79.39'S19°01'56"E 72.73'N77°32'49"W 46.90'88.72'N86°20'42"W61.27'S81°19'33"WN37°55'19"W 177.62'L19C 8BLACKBERRY FARMS, PHASE 1INST. NO. 202100152331, O.P.R.D.C.T.BLACKBERRY FARMS,PHASE 1, INST. NO.202100152331,O.P.R.D.C.T.BLACKBERRY FARMS,PHASE 1, INST. NO.202100152331,O.P.R.D.C.T.BLOCK A8XBLACKBERRY FARMS,PHASE 1, INST. NO.202100152331,O.P.R.D.C.T.LOT 7X20' D.E. INST. NO.202100152331,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.CLOMR CASE NO.13-06-3584R448.0BFECONSERVATION 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=28.73'20' D.E., A.E., &P.U.E. B.T.P.R=50'2 5 '25'FIRP.O.B.N89°36'19"E 187.79'N25°37'12"W 202.03'LINE FORDIRECTIONALCONTROL 120,360 SF2.763 ACLOT 9XFIR613.62'PROP. 100 Yr. FLOODPLAINLAKEWOOD ESTATESVol. 94057, Pg. 602D.R.D.C.T.1413121110910'1 5 9 . 7 6 ' 1 6 1 . 7 7 '20' D.E. INST. NO.202100152331,O.P.R.D.C.T.C1 0 C9172.90'170.00'20.00177.01' 171.49'13.3520.7654.12L 2 2 L25L 2 6 BLOCK DBLOCK DL=187.05'L=74.75'20' W.E., B.T.P.25' B.L., B.T.P.10' S.U. E . B.T.P.LOT 1LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20L27L28C11 L 2 9L30 38.20'C12C13L=187.05'25' B.L., B.T.P.L32L33L34L35 L36 L37L38L39BLOCK DCurve TableCurve #C1C2C3C4C5C6C7C8C9C10C11C12C13Length28.86'39.28'26.86'34.07'179.37'180.40'126.83'261.80'16.56'12.18'261.80'35.33'23.98'Radius138.50'188.50'275.00'163.50'250.00'300.00'350.00'50.00'75.00'55.00'50.00'50.00'50.00'Delta011°56'27"011°56'27"005°35'49"011°56'27"041°06'28"034°27'14"020°45'43"300°00'00"012°39'06"012°41'19"300°00'00"040°28'59"027°28'29"Chord BearingS 37°21'04" W'N 37°21'04" E'N 46°07'12" E'S 37°21'04" W'S 63°52'32" W'N 78°20'37" W'N 50°44'09" W'N 49°38'43" E'S 55°58'16" W'S 55°59'22" W'N 49°38'43" E'S 86°15'00" E'N 59°46'16" E'Chord Length28.81'39.21'26.85'34.01'175.54'177.69'126.13'50.00'16.53'12.16'50.00'34.60'23.75'Line TableLine #L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29L30L31Length79.48'62.67'70.04'54.78'51.48'11.01'50.00'12.17'33.40'32.83'36.23'35.11'64.90'80.11'20.67'26.54'76.93'67.25'28.21'35.56'31.75'67.10'80.80'18.75'20.58'66.40'48.00'48.00'24.74'10.26'38.36'DirectionS23°53'36"ES38°08'36"ES30°34'43"WS66°33'27"WS83°56'12"WS43°19'18"WN58°37'09"WN22°12'47"EN55°59'17"EN34°29'56"ES30°09'09"ES29°02'08"ES01°12'24"WS54°34'33"WS70°31'21"WS83°56'12"WN81°41'40"WN54°28'57"WN47°39'29"WN61°33'25"WS55°09'07"WS38°51'07"WS31°23'10"WN84°25'46"EN64°50'16"WN38°51'07"EN40°21'17"WS40°21'17"EN49°38'43"EN49°38'43"ES78°05'48"WLine TableLine #L32L33L34L35L36L37L38L39Length23.10'13.13'63.44'109.98'111.11'71.66'22.48'14.27'DirectionN62°51'17"WN40°21'17"WN10°15'27"WN05°57'11"ES05°57'11"WS10°15'27"ES40°21'17"ES62°51'17"EN:\0008335.00\DWG\SURVEY\0008335FP-PHASE 2 REPLAT 2022.DWG © 2022 Westwood Professional Services, Inc.9.209 Acres January 17, 2023 Job No. 0008335.00 Blackberry Farms, Phase 221BLACKBERRY FARMS ADDITION, PHASE 2Phone(214) 473-46402901 Dallas Parkway, Suite 400Toll 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. 202100194995, 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 EasementREPLATBLACKBERRY FARM ADDITION,PHASE 2LOTS 1R-9R & 9X, BLOCK DBEING A REPLAT OF LOTS 1-20 AND 9X, BLACKBERRYFARM ADDITION, PHASE 2, RECORDED ININSTRUMENT NO. 20221050008269.209 ACRES OF LAND IN THEEDWARD A. COOK SURVEY, ABSTRACT NO. 300COPPELL, DALLAS COUNTY, TEXASOWNER/DEVELOPERhbbl development, inc.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 PlatNOTES:1.ALL COMMON AREAS INCLUDING SCREENING WALLS & LANDSCAPING AND ALL DRAINAGEEASEMENTS WITHIN COMMON AREAS ARE TO BE MAINTAINED BY THE HOMEOWNER'SASSOCIATION (HOA).2.THE 100 YR FLOODPLAIN AREA SHALL BE MAINTAINED BY THE HOME OWNER'SASSOCIATION.3.RETAINING WALLS ARE TO BE CONSTRUCTED OF STONE AND MAINTAINED BY THE LOTOWNER. IF THE OWNER FAILS TO MAINTAIN THE WALL, THE HOA HAS THE RIGHT TO REPAIRTHE WALL AND ASSESS THE LOT OWNER. CITY HAS NO RESPONSIBILITY FOR THE RETAININGWALLS 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 FROMSANDY LAKE ROAD TO THE EMERGENCY ACCESS DRIVE AND FOR THE WINDMILL DRIVECREEK CROSSING.6.THE PRIVATE DRAINAGE EASEMENT ON LOT 8X SHALL BE MAINTAINED BY THEHOMEOWNER'S ASSOCIATION.7.THE BASIS OF BEARING IS DERIVED FROM THE EAST LINE OF LAKEWOOD ESTATES, RECORDEDIN VOLUME 94057, PAGE 602, D.R.D.C.T.8.THE CITY OF COPPELL SHALL NOT BE RESPONSIBLE IN ANY FORM FOR THE RETAINING WALLSABOVE THE STORM DRAINS. SHOULD THE CITY NEED TO PERFORM MAINTENANCE ORUPGRADES IN THE DRAINAGE EASEMENT IT SHALL BE THE HOA (OR HOME OWNER'S)RESPONSIBILITY TO MAKE ANY REPAIRS TO THE WALL.9.THIS SUBDIVISION IS SUBJECT TO THE ORDINANCE PROVISIONS FOR (PD-259R SF-7 ANDSF-9).10.PER THE APPROVED PD CONDITIONS THIS SUBDIVISION PLAT IS NOT SUBJECT TO SECTION13-9-1.G-20 OF THE SUBDIVISION ORDINANCE REQUIRING AN EROSION HAZARD SETBACKALONG THE FLOODPLAIN AREAS.GROSS LOT DENSITY: 9 LOTS/9.209 ACRES = 1.023 LOTS/AC.NET OF LOT 9X: 9 LOTS/6.446 ACRES = 0.716 LOTS/AC.EXISTING ZONING:PROPOSED USE:PROPOSED ZONING:MINIMUM LOT WIDTHMINIMUM LOT AREA:SITE DATA TABLEFRONT YARD:REAR YARD:MAX. HEIGHTMINIMUM LOT DEPTH:MINIMUM DWELLING SIZE:SIDE YARD: (AT FRONT BLDG. LINE):NO. OF LOTS:2 STORY/35 FEET20' MINIMUM100 FEET5' MINIMUMSINGLE FAMILY65 FEET2,400 SF (EXCLUSIVE OF25' MINIMUMPD-259R-SF-7/SF-97500 SF129 LOTS*PD 259OWNER/DEVELOPERHBBL DEVELOPMENT, INC.225 E. SH 121Coppell, Texas 75019214-488-5200FAX 214-488-5255C/O THE HOLMES BUILDERS* ALL SINGLE FAMILY LOTS IN PHASE 2 ARE LOCATED IN PD "259R" SF-7ZONED AREA AND ALL SINGLE FAMILY LOTS IN PHASE 1 ARE LOCATED INTHE PD "259R" SF-9 AREA.THE PURPOSE OF THIS REPLAT IS TO REPLATTHE LOTS AND ABANDON EASEMENTS,BUILDING LINES, AND THE RIGHT-OF-WAY OFWINDMILL DRIVE, SHADED HEREON ANDDEDICATED BY PRIOR INSTRUMENT NO.2022105000826, O.P.R.D.C.T., BY THIS PLAT.GARAGES, BREEZEWAYSAND PORCHES)**W.E.Water Easement** DWELLING UNITS ON LOT 1R AND 9R, BLOCK D, SHALL BE A MINIMUM OF 2,800 SFP.U.E.Private Utility Easement N:\0008335.00\DWG\SURVEY\0008335FP-PHASE 2 REPLAT 2022.DWG © 2022 Westwood Professional Services, Inc.9.209 Acres January 17, 2023 Job No. 0008335.00 Blackberry Farms, Phase 222BLACKBERRY FARM ADDITION, PHASE 2Phone(214) 473-46402901 Dallas Parkway, Suite 400Toll Free(888) 937-5150Plano, TX 75093TBPE Firm Reg. No. 11756TBPLS Firm Reg. No. 10074301ENGINEER/SURVEYORREPLATBLACKBERRY FARM ADDITION,PHASE 2LOTS 1R-9R & 9X, BLOCK DBEING A REPLAT OF LOTS 1-20 AND 9X, BLACKBERRYFARM ADDITION, PHASE 2, RECORDED ININSTRUMENT NO. 20221050008269.209 ACRES OF LAND IN THEEDWARD A. COOK SURVEY, ABSTRACT NO. 300COPPELL, DALLAS COUNTY, TEXASOWNER/DEVELOPERhbbl development, inc.225 E. SH 121 Coppell, Texas 75019214-488-5200 FAX 214-488-5255OWNER/DEVELOPERHBBL DEVELOPMENT, INC.225 E. SH 121Coppell, Texas 75019214-488-5200FAX 214-488-5255C/O THE HOLMES BUILDERSLEGAL DESCRIPTIONBLACKBERRY FARM - PHASE 2WHEREAS, HBBL Development, Inc. is the sole owner of a 9.209 acre tract of land situated in the Edward Cook Survey, Abstract No. 300, City of Coppell, Dallas County,Texas said tract being part of a called 46.071 tract of land described as Tract 1 conveyed to HBBL Development, Inc. by deed recorded in Instrument No. 202100285676, ofthe Official Public Records of Dallas County, Texas, and being all of Lots 1-20, Block D, Lot 9X, and the right-of-way of Windmill Drive, Blackberry Farms, Phase 2, anaddition to the City of Coppell, Dallas County, Texas, according to the plat thereof recorded in Instrument No. 2022105000826, of said Official Public Records, and beingmore particularly described by metes and bounds as follows (The bearing basis for this description is a bearing of N 0217'45” W for the east line of Lakewood EstatesAddition as recorded in Volume 95057, Page 605, Deed Records of Dallas County, Texas):BEGINNING at the northwest corner of Lot 7X, Blackberry Farm Addition, Phase 1, an addition to the City of Coppell, Dallas County, Texas, according to the plat thereofrecorded in Instrument No. 202100152331 of the Official Public Records of Dallas County, Texas and the northeast corner of said Lot 9X; said point being in the south line acalled 328.7 acre tract of land conveyed to the Dallas Gun Club by deed recorded in Volume 79215, Page 1409, of the Deed Records of Dallas County, Texas;THENCE, departing the said south line of the 328.7 acre tract of land, along the common line between said Lot 7X and said Lot 9X, the following courses and distances;-S 23°53'36" E, a distance of 79.48 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-S 38°08'36" E, a distance of 62.67 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-S 27°48'18" E, a distance of 362.91 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner in the northerly side of DentonCreek;THENCE, continuing along the northerly line of said Lot 7X, of Blackberry Farm Addition, the following courses and distances with the northerly and easterly side of DentonCreek:-S 26°55'19" W, a distance of 151.34 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-S 30°34'43" W, a distance of 70.04 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-S 66°33'27" W, a distance of 54.78 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-S 83°56'12" W, a distance of 51.48 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 81°41'40" W, a distance of 140.78 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 59°51'07" W, a distance of 79.52 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 51°05'53" W, a distance of 153.86 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 66°42'23" W, a distance of 88.23 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 79°20'04" W, a distance of 77.33 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 85°58'00" W, a distance of 65.89 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for the west corner of said Lot 9X and thesoutheast corner of said Lot 20, Block D;THENCE N 46°40'42" W, departing the said common line between said Lot 9X and Lot 7X, along a common line between said Lot 20, Block D, and said Lot 7X, a distance of65.50 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for the northwest corner of said Lot 7X,and the southwest corner of said Lot 20,Block D; said point being in the westerly right-of-way line of Windmill Drive, a 50-foot right-of-way;THENCE, S 43°19'18" W, departing the said common line between said Lot 20, Block D and Lot 7X, along the said east line of Windmill Drive and the west line of said Lot 7X,a distance of 11.01 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner, said point being the beginning of a tangent curve to theleft with a central angle 11°56'27”, a radius of 138.50 feet, a chord bearing of S 37°21'04” W and a chord distance of 28.81 feet;THENCE, continuing along the said east line of Windmill Drive and the said west line of Lot 7X, the following courses and distances:-Southwesterly, along said tangent curve to the left, an arc distance of 28.86 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for acorner;-S 31°22'51” W, a distance of 80.79 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;THENCE N 58°37'09” W, departing the said east line of Windmill Drive and the said west line of Lot 7X, over and across said Windmill Drive, a distance of 50.00 feet to afound 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner in the west line of said Wndmill Drive; said point being in the easterly line of Lot 6X,of said Blackberry Farm Addition, Phase 1;THENCE, along the said east line of Lot 6X, of Blackberry Farm Addition, Phase 1 and said west line of Windmill Drive, the following courses and distances;-N 31°22'51” E, a distance of 80.79 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner, said point being the beginning of atangent curve to the right with a central angle of 11°56'27”, a radius of 188.50 feet, a chord bearing of N 37°21'04” E and a chord distance of 39.21 feet;-Northeasterly, along said curve, an arc distance of 39.28 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 43°19'18" E, a distance of 103.09 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner, said point being the beginning ofa tangent curve to the right having a central angle of 05°35'49" a radius of 275.00 feet, a chord bearing of N 46°07'12” E and a chord distance of 26.85 feet;-Northeasterly, along said curve, an arc distance of 26.86 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for the south corner ofsaid Lot 1, Block D;THENCE, departing the said west line of Windmill Drive, along a common line between said Lot 6X and said Lot 1, Block D, the following courses and distances;-N 46°40'42" W, a distance of 57.96 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner in the northeasterly line of DentonCreek;-N 22°12'47" E, a distance of 12.17 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 00°25'16" W, at a distance of 61.11 feet passing the northwest corner of said Lot 1, Block D, and the southwest corner of said Lot 9X, continuing along the commonline between said Lot 6X and said Lot 9X, in all a total distance of 70.93 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for acorner;THENCE, continuing along the common line between said Lot 6X and said Lot 9X, the following courses and distances;-N 11°25'34" W, a distance of 69.13 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 23°16'33" W, a distance of 49.74 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for a corner;-N 55°03'09" E, a distance of 88.83 feet to a found 5/8 inch iron rod with a yellow plastic cap stamped “WESTWOOD PS” for the northeast corner of said Lot 6X,Blackberry Farm, Phase 1 and the northwest corner of said Lot 9X; said point being in the said south line of 328.7 acre tract of land;THENCE, N 89°36'19" E, departing the said common line of Lot 6X and Lot 9X, along the common line between said Lot 9X and the said 328.7 acre tract, a distance of516.12 feet to the POINT OF BEGINNING and containing 401,151 square feet or 9.209 acres of land.THE PURPOSE OF THIS REPLAT IS TO REPLATTHE LOTS AND ABANDON EASEMENTS,BUILDING LINES, AND THE RIGHT-OF-WAY OFWINDMILL DRIVE, SHADED HEREON ANDDEDICATED BY PRIOR INSTRUMENT NO.2022105000826, O.P.R.D.C.T., BY THIS PLAT. STOSTOSTO STOSTOSAN SAN S AN SAN SAN SANWATSTOSTOSTOSTOSTOSTOSTOSTOWATWATWAT WATWATWATWATWATWATWATWATWATSTOSTOSTOSTOE X . 8 " SAN . SW R . EX. 8" WATER EX. 24 " RCPEX. 6'x5' RCBC20' SANITARYSEWER EASEMENTDRAINAGE EASEMENT20' DRAINAGE EASEMENT20' DRAINAGE EASEMENTW8 9 10 1112131415161717+31.78WINDMILLDRIVEPROPOSEDCONCRETEPAVEMENTPROPOSEDCONCRETEPAVEMENT PC 9+60.63PC 10+97.79PC 12+95.91PT 9+94.70PT 12+77.16PT 16+03.13PCC 14+76.31CB=N37°21'05"ECH=34.01∆=011°56'25"R=163.50L=34.07CB=N63°52'32"ECH=175.54∆=041°06'28"R=250.00L=179.37CB=S78°20'37"ECH=177.69∆=034°27'14"R=300.00L=180.40CB=S50°44'09"ECH=126.13∆=020°45'43"R=350.00L=126.8328.0' B - B 11.0' 11.0' 50.0 ' R O W PROPOSED 6"CONCRETE CURB(TYPICAL)PROPOSED 6"CONCRETE CURB(TYPICAL)PROPOSED 3' CONCRETEFLUME. SEE DETAIL ONSHEET 3.01C.R. STA. 7+05.48 (14.00' RT)TC = 450.06REMOVE EX. BARRICADECONNECT TO EX. PAVEMENTC.R. STA. 7+05.48 (14.00' LT)TC = 450.06REMOVE EX. BARRICADECONNECT TO EX. PAVEMENTR19.5'R19.5'R50.0' BCCL PAV STA. 16+79.59 (51.33' LT)CONST. 10' CURB INLET I2TC = 449.30CL PAV STA. 16+88.68 (51.20' RT)CONST. 10' CURB INLET I1TC = 449.22CL PAV STA. 11+26.33 (15.50' RT)CONST. 10' CURB INLET H1TC = 449.56CL PAV STA. 11+26.33 (15.50' LT)CONST. 10' CURB INLET H2TC = 449.56AABBBBBBC.R. STA. 16+22.89 (14.00' RT)TC = 449.88C.R. STA. 16+22.89 (14.00' LT)TC = 449.8850.0'CONSTRUCT SIDEWALK &BARRIER FREE RAMPS FORCROSSOVER ALONG COMMONLOTS AS SHOWN HERE ONCONSTRUCT 5'SIDEWALK PER CITYSTANDARD DETAIL2170 ACROSS LOT 6XNOTE:ALL BFR TO BE BUILTWITH PAVING PERTxDOT PED-18 DETAILSCONSTRUCT 5'SIDEWALK PER CITYSTANDARD DETAIL2170 ACROSS LOT 7XCONSTRUCT SIDEWALK &BARRIER FREE RAMPS FORCROSSOVER ALONG COMMONLOTS AS SHOWN HERE ONCLUSTERMAILBOXESCLUSTERMAILBOXESPHASE TWOPHASE ONE CL PAV. STA. 9+60.60 (14.00' RT)END SIDEWALK FOR BRIDGE CROSSING& BEGIN SIDEWALK AT STANDARDROAD CONSTRUCTION.TC = 452.46CL PAV. STA. 8+00.09 (19.01' RT)TIE INTO EXISTING& BEGIN SIDEWALK FORBRIDGE CROSSINGTC = 452.14CL PAV. STA. 10+70.62 (12.47' LT & RT)CONSTRUCT BFR & INSTALL CROSSWALKSTRIPING PER CITY STANDARDS.TC = 450.05CL PAV. STA. 10+05.71 (19.00' RT)END SIDEWALK AT LOT LINETC = 451.451.0'CL PAV. STA. 11+22.21 (19.00' LT)END SIDEWALK AT LOT LINETC = 449.56PHASE 2PHASE 1TC = 449.22TC = 449.55TC = 450.00(HIGH POINT)TC = 449.64TC = 449.30TC = 449.56TC = 449.69TP = 449.25TC = 449.69TC = 449.569.5'1 0 . 3 'SEE NOTE 4WINDMILL DRIVE44044545045546046547044044545045546046547067891011121314151617172.20%-2.22%0.90%-0.90%PVI STA = 16+22.89 PVI ELEV = 449.88 H.P ELEV = 453.41H.P. STA = 8+87.69PVI STA = 8+88.00PVI ELEV = 454.07A.D. = -4.42%K = 27.13120.00' VCPVC = 8+28.00ELEV = 452.75PVT = 9+48.00ELEV = 452.74 H.P ELEV = 451.67H.P. STA = 13+99.50PVI STA = 13+99.50PVI ELEV = 451.89A.D. = -1.80%K = 55.56100.00' VCPVC = 13+49.50 ELEV = 451.44 PVT = 14+49.50 ELEV = 451.442.20%-2.22%0.90%-0.90%PVI STA = 16+22.89 PVI ELEV = 449.88 L.P ELEV = 449.56L.P. STA = 11+26.39PVI STA = 11+05.21PVI ELEV = 449.24A.D. = 3.12%K = 32.02100.00' VCPVC = 10+55.21 ELEV = 450.35 PVT = 11+55.21 ELEV = 449.69 H.P ELEV = 453.41H.P. STA = 8+87.69PVI STA = 8+88.00PVI ELEV = 454.07A.D. = -4.42%K = 27.13120.00' VCPVC = 8+28.00ELEV = 452.75PVT = 9+48.00ELEV = 452.74 H.P ELEV = 451.67H.P. STA = 13+99.50PVI STA = 13+99.50PVI ELEV = 451.89A.D. = -1.80%K = 55.56100.00' VCPVC = 13+49.50 ELEV = 451.44 PVT = 14+49.50 ELEV = 451.44 TC 452.13TC 453.38TC 451.58 TC 449.67 TC 450.09 TC 450.99 TC 451.67 TC 450.99 TC 450.09 TC 451.03TC 453.14TC 452.69 TC 450.47 TC 449.65 TC 450.54 TC 451.44 TC 451.44 TC 450.54 EX. GROUND@ ℄EX. GROUND@ ℄PROP. GROUND@ ℄PROP. GROUND@ ℄CR STA 7+05.48 14.00' RTTC = 450.06REMOVE EX. BARRICADECONNECT TO EX. PAVEMENT CR STA 7+05.48 14.00' LTTC = 450.06REMOVE EX. BARRICADECONNECT TO EX. PAVEMENT SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-PV.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2PAVING PLAN & PROFILE225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 21.0102-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES40'8' or 4'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.8016°10'59.80"45°00'00.00"BASTREET PAVEMENT AND SUBGRADE TO BECONSTRUCTED PER CITY STANDARD DETAIL 2035NOTES1.ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAYAND EASEMENT SHALL CONFORM TO CITY OFCOPPELL STANDARD CONSTRUCTION DETAILSAND SPECIFICATIONS (SEE GENERAL NOTES).2.DRIVEWAYS FOR ALL LOTS WHERE INLETS ARELOCATED, SHOULD BE COORDINATED SO AS TONOT CONFLICT.3.SIDEWALKS ACROSS BUILDABLE LOTS WILL BEBUILT BY THE HOME BUILDER.4.DESIGN OF RETAINING WALL TO BE BY APROFESSIONAL ENGINEER, LICENSED IN THE STATEOF TEXAS. DESIGN TO BE INCLUDED IN THECONSTRUCTION CONTRACT.LEGENDPROPOSED WATER MAINPROPOSED FHPROPOSED WASTEWATER MAINPROPOSED WASTEWATER MHSTORM DRAIN LINE WITH INLETRETAINING WALLSTREET LIGHT LOCATIONGRAPHIC SCALE HORIZONTAL 1"=40'04080400484VERTICAL 1"=4'SIDEWALK BY DEVELOPER STO STO STO STO STOSTO WAT SAN SAN SAN SAN SAN SAN SANWATSTOSTOSTOSTOSTOSTOWATWATWATWATWAT WATWATWATS TO S TO WAT W36.67.63FP25.61.17FP44.60.73H24.30.69H14.10.65I15.10.82I2I2I1H1H22 4 " R C P24" RCP24" RCP21" RCPSTORAGE POND100 YEAR FLOODPLAIN21" RCP18" RCP44444 4 444445446 446446446 4454 4 5 4454444 4 510.52.18FP5451452450446447448449451452450447448449451450451452450451452451452450451451450452451452451451451452451451452451449449450451449449449449 44 9 449 448 447 446451451 451451448447 451448447447 445440435431428433437438430435440445440 435 431 440 435 431445 4404354300.70.12I3SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DA.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2DRAINAGE AREA MAP225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 22.0102-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES0'50'100'150'1" = 50'50'10' or 5'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80STORM DRAIN LINE WITH INLETLEGENDPROPOSED FLOW ARROWEXISTING 5' CONTOUR INTERVALWATERSHED IDDRAINAGE AREAEXISTING 1' CONTOUR INTERVALQ100 RUNOFFDRAINAGE AREA DIVIDEINLET ID5.001.00AB2490491 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DA.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2DRAINAGECALCULATIONS225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 22.0202-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES###### or ##PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80 STOSTOSTO STOSTOWAT WAT WATSAN SAN SAN SAN SA N S A N S A N S A N S A N WAT STOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWAT WATWAT WATS TO S TO STOSTOEX. 12" WATER E X . 8 " S A N . S W R . EX. 8" WATER E X . 2 4 " R C PEX. 6'x5' RCBC20' SANITARYSEWER EASEMENTDRAINAGE EASEMENT20' DRAINAGE EASEMENT20' DRAINAGE EASEMENTWAT WFP=451.7FP=452.5FP=452.8FP=452.8FP=451.9FP=452.1FP=453.0FP=453.0FP=452.08 9 10 11 1213141516177+05.481 7+ 3 1 . 7 8 451.4450.6451.8450.5450.5451.4451.7450.7452.7451.4451.2452.5451.6449.3449.8449.8450.0450.0450.0450.0450.0448.7452.2449.7449.0450.8451.7452.0451.0450.7451.7452.0451.2450.9452.2450.8450.5452.3450.8TC 450.28TC 451.25TC 451.52TC 450.51TC 450.42TC 451.67TC 450.34WINDMILLDRIVE452452450450 449448446446444442438436434442444446444442447EW 442.0TW 441.0BW 439.0EW 446.0TW 441.5BW 440.0TW 440.0WS 434.0TW 441.0WS 434.0TW 443.0WS 434.0TW 443.0WS 434.0TW 443.0WS 434.0TW 441.0WS 434.0EW 444.0450451450 450451451451452453453452451450451 451447448445 POSITIVEOVERFLOWPROPOSED 3'CONCRETE FLUME.SEE DETAIL THIS SHEET.451453452451452452451451450451450450100 YEAR FLOODPLAINTEMPORARY CREEK CROSSING FOR CONSTRUCTION ONLY,REFER TO USACE PROJECT NO. SWF-2013-00090 FORBLACKBERRY FARM ADDITION” CROSSING SHALL BE THREE60 INCH REINFORCED CONCRETE PIPES, 48 LINEAR FEETEACH, WITH 350 CUBIC YARDS OF EARTH TO PROVIDE 2FOOT MINIMUM COVER (INDIVIDUALLY MINIMUM 1 FOOTOF EARTH AND 1 FOOT CRUSHED ROCK FOR TRAVEL WAY.EROSION PROTECTION - GABIONCAGE, REFER TO USACE PROJECTNO. SWF-2013-00090 FORBLACKBERRY FARM ADDITIONTC 449.38TC 449.35TC 449.6 9 TC 449.69TC 449.88TC 449.88449449450.9450.4450.1449.7T C 4 5 0 . 0 0EL449.8EL450.8EL451.0EL451.0TW450.00TW450.00TW450.10BW445.17EL449.5EL449.8EL449.5EL449.3EL449.5EL448.7450446447448449451452450447448449446447448449449449449449449449450446447448449451452451450448446444442450446447448449451452445450446447448449451452449448 449 448 447 451450449448447 45044644744844944 9 449 445 44 5 446 44 6 447 44 7 448 448 449 449451 45 2 452452452450447448449451452451451 451452451451STONE RETAININGWALL BY OTHERS445440435431TC 449 .22TC 449.3020.0'20.0'TW450.09BW444.9030.0'2.3'32.0'SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-GP.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2GRADING PLAN225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 23.0102-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES0'40'80'120'1" = 40'40'8' or 4'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80PROPOSED PROPERTY LINEPROPOSED INDEX CONTOURPROPOSED INTERVAL CONTOURPROPOSED SPOT ELEVATIONPROPOSED FLOW DIRECTION+491 00591.00FP=467.4FINISHED PAD ELEVATIONTW 99.9BW 77.7EW 66.6 XXPROPOSED RETAINING WALLLEGENDEXISTING PROPERTY LINEEXISTING INDEX CONTOUREXISTING INTERVAL CONTOUREXISTING SPOT ELEVATIONEXISTING SANITARY SEWEREXISTING WATER LINEPROPOSED SANITARY SEWERPROPOSED WATER LINEPROPOSED TOP OF WALL ELEVATIONSPROPOSED BOTTOM OF WALL ELEVATIONSPROPOSED END OF WALL ELEVATIONSPROPOSED SWALE490491490491FLUME DETAILNTSNOTE:MINIMUM FINISH FLOOR ELEVATION IS 450.40NOTE: DESIGN OF RETAINING WALL TO BE BY APROFESSIONAL ENGINEER, LICENSED IN THE STATE OFTEXAS. DESIGN TO BE INCLUDED IN THE CONSTRUCTIONCONTRACT. STO STOSTOSTO STOSTOWAT WAT WATSAN SAN SAN SAN SAN SAN S A N S A N S A N WAT STOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWAT S TO S TO STOSTOEX. 12" WATER EX. 8" SAN. S W R . EX. 8" WATER E X . 2 4 " R C P EX. 6'x5' RCBC20' SANITARYSEWER EASEMENTDRAINAGE EASEMENT20' DRAINAGE EASEMENT20' DRAINAGE EASEMENTWAT WSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-EC.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2EROSION CONTROL PLAN(SWPPP)225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 24.0102-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES0'40'80'120'1" = 40'40'8' or 4'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80STORM DRAIN LINE WITH INLETLEGENDPROP. FLOW ARROWEXISTING 5' CONTOUR INTERVALEXISTING 1' CONTOUR INTERVALSILT FENCEINLET PROTECTIONSF490491INSTALL & MAINTAINEROSION CONTROL(SILT FENCE)PHASES A-GINSTALL & MAINTAINEROSION CONTROL(CONSTRUCTION ENTRANCE)PHASES A-FINSTALL & MAINTAINEROSION CONTROL(INLET PROTECTION)PHASES F-GCONSTRUCTION ACTIVITIES:THE CONSTRUCTION ACTIVITY INCLUDED IN THIS PLAN WILL INCLUDETHE FOLLOWING CONSTRUCTION PHASES: A. CLEARING AND GRUBBING B. STOCK PILING C. ROUGH GRADING D. UTILITY INSTALLATION/EXCAVATION OF TRENCHES E. FINAL OR FINISH GRADING F. PAVEMENT INSTALLATION G. PREPARATION OF SEEDING AND PLANTINGEROSION CONTROL GENERAL NOTES:1. REFER TO SHEET7.01 FOR THE EROSION CONTROL DETAILS AND POLLUTION PREVENTION PLAN NOTES/SPECIFICATIONS/ REQUIREMENTS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL MEASURES OF THIS EROSION CONTROL PLAN (SWPPP) AND COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS REGARDING THE SWPPP.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING THESE MEASURES INCLUDING WATERING, MOWING AND GENERAL MAINTENANCE UNLESS OTHERWISE RELIEVED OF THESE DUTIES BY THE OWNER.VEGETATION NOTES:1.ALL DISTURBED AREAS NOT BEING RE-DISTURBED WITHIN AMINIMUM OF 14 DAYS MUST BE COVERED AND STABILIZED.2.THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS IMMEDIATELYUPON COMPLETION OF FINAL GRADING.3.NO PUBLIC ACCEPTANCE UNTIL (FINAL STABILIZATION) VEGETATION ISESTABLISHED ON ALL DISTURBED AREAS.4.FINAL STABILIZATION IS DEFINED AS A UNIFORM PERENNIALVEGETATIVE COVER AT A MINIMUM OF 70% RESTORATION OF THENATIVE OR NATURAL PREEXISTING BACKGROUND COVER FOR THEAREA.DISTURBED AREA = 6.76 ACRESINSTALL & MAINTAINEROSION CONTROL(SILT FENCE)PHASES A-GINSTALL & MAINTAINEROSION CONTROL(SILT FENCE)PHASES A-GINSTALL & MAINTAINEROSION CONTROL(SILT FENCE)PHASES A-GINSTALL & MAINTAINEROSION CONTROL(INLET PROTECTION)PHASES F-GINSTALL & MAINTAINEROSION CONTROL(RIP-RAP)PHASES A-G STOSTOSTOWAT SAN SAN SAN SAN SAN SAN S A N S A N WAT STOSTOSTOSTOSTOSTOWATWATWATWATWATWAT S TO S TO STOSTOEX. 12" WATER EX. 8" SAN. SWR.EX. 8" WATER E X . 2 4 " R C P EX. 6'x5' RCBC20' SANITARYSEWER EASEMENTDRAINAGE EASEMENT20' DRAINAGE EASEMENT20' DRAINAGE EASEMENTWAT W2 3 112STA. 1+25.00 SD-ICONNECT TO EXIST. STORMSEWER. CONST. CONC. COLLARPER COPPELL STD. DETAIL 6085STA. 2+23.19 SD-I=STA. 1+00.00 SD-I-1INSTALL 60° WYECNTR. INLET STA. 3+28.23 SD-ICL PAV STA. 16+88.68 (51.20' RT)CONST. 10' CURB INLETPER COPPELL STD. DETAIL 6020TC = 449.22STA. 1+04.16 SD-I-1STRUCTURE CONNECTIONCNTR. INLET STA. 1+09.66 SD-I-1CL PAV STA. 16+79.59 (51.33' LT)CONST. 10' CURB INLETPER COPPELL STD. DETAIL 6020TC = 449.30CNTR. INLET STA. 2+81.78 SD-H-1CL PAV STA. 11+26.33 (15.50' RT)CONST. 10' CURB INLETPER COPPELL STD. DETAIL 6020TC = 449.56STA. 1+19.23 SD-H-1CONST. TYPE C HDWLSTA. 1+18.40 SD-HSTRUCTURE CONNECTIONSTA. 2+78.31 SD-H-1STRUCTURE CONNECTION21" RCP@ 3.21%21" RCP@ 1.00%2 4 " RC P@ 0 . 8 5%24" RCP@ 23.15%24" RCP@ 0.85%WINDMILLDRIVE18" RCP@ 1.00%STA. 2+44.21 SD-H-1=STA. 1+00.00 SD-HINSTALL 60° WYESTA. 2+47.21 SD-H-1CONST. PIPE COLLARPER COPPELL STD. DETAIL 608520' DRAINAGEEASEMENTINSTALL 20 SY ROCKRIP-RAP: 12" to 18" DIA.WITH 6" TO 8" TO FILLVOIDS, 6.5' UPSTREAM& DOWNSTREAMSTA. 1+00.00 SD-H-1CL CREEKCNTR. INLET STA. 1+23.40 SD-HCL PAV STA. 11+26.33 (15.50' LT)CONST. 10' CURB INLETPER COPPELL STD. DETAIL 6020TC = 449.5621" RCP@ 12.47%STA. 1+39.23 SD-H-1CONST. PIPE COLLARPER COPPELL STD. DETAIL 6085STA. 3+26.79 SD-ISTRUCTURE CONNECTION11STA. 2+56.97 SD-I=STA. 1+00.00 SD-I-2INSTALL 60° WYESTA. 1+23.66 SD-I-2INSTALL 60° HORIZ. BENDSTA. 1+79.15 SD-I-2CONST. TYPE A HDWL24" RCP@ 0.30%24" RCP@ 0.30%INSTALL 85 SY ROCKRIP-RAP: 12" to 18" DIA.WITH 6" TO 8" TO FILLVOIDS.STA. 1+52.86 SD-I-2INSTALL 60° HORIZ. BENDSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-ST.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2STORM SEWER PLAN225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 25.0102-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES0'40'80'120'1" = 40'40'8' or 4'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80STORM DRAIN LINE WITH INLETLEGENDPROP. FLOW ARROWPROPOSED WATER MAINPROPOSED FHPROPOSED SANITARY SEWER MAINPROPOSED SANITARY SEWER MHEXISTING SANITARY SEWER MAINEXISTING SANITARY SEWER MHSANEXISTING WATER LINEEXISTING OVERHEAD POWERWATOHPEXISTING TELE. MANHOLETEXISTING LIGHT POLEEXISTING GAS METERGEXISTING GUY ANCHOREXISTING POWER POLESEXISTING WATER VALVEEXISTING FIRE HYDRANTSIDEFRONTCONCRETE HEADWALL FOR CIRCULAR PIPEN.T.S.AT CREEK RIPRAP BANK DETAILN.T.S.HEADWALL PEIR SD-I4304354404454504554604654304354404454504554604651+002+003+003+50SD-I-14304354404454504554604654304354404454504554604650+501+002+00SD-H4304354404454504554604654304354404454504554604650+501+001+50SD-H-14204254304354404454504554604654204254304354404454504554604650+501+002+003+00FL 24" IN = 443.50 24" RCP @ 0.85%24" RCP @ 23.15%21" RCP@ 3.21%FL 24" OUT = 444.34FL 24" IN = 444.34FL 24" IN = 444.34FL 24" OUT = 445.22FL 443.71FL 444.14FL 444.57FL 444.99 STA. 1+25.00 SD-ICONNECT TO EXIST. STORMSEWER. CONST. CONC. COLLARPER COPPELL STD. DETAIL 6085STA. 2+23.19 SD-I=STA. 1+00.00 SD-I-1INSTALL 60° WYECNTR. STA. 3+28.23 SD-ICONST. 10' CURB INLETPER COPPELL STD. DETAIL 6020TC = 449.22STA. 3+26.79 SD-ISTRUCTURE CONNECTION STA. 1+04.16 SD-I-1 STRUCTURE CONNECTION CNTR. STA. 1+09.66 SD-I-1CONST. 10' CURB INLETPER COPPELL STD. DETAIL 6020TC = 449.30 FL 24" OUT = 444.34 FL 24" IN = 444.34 FL 24" IN = 444.34 FL 24" OUT = 445.30 FL 444.97 FL 21" OUT=445.56 STA. 1+18.40 SD-H STRUCTURE CONNECTION CNTR. STA. 1+23.40 SD-H CONST. 10' CURB INLET PER COPPELL STD. DETAIL 6020 TC = 449.56 CNTR. STA. 2+81.78 SD-H-1 CONST. 10' CURB INLET PER COPPELL STD. DETAIL 6020 TC = 449.56 STA. 1+19.23 SD-H-1 CONST. TYPE C HDWL. FL 18" OUT=445.56 FL 21" IN=432.82 STA. 2+78.31 SD-H-1 STRUCTURE CONNECTION203.2 LF OF CLASS III RCP4.2 LF OF CLASS III RCP159.1 LF OF CLASS III RCPSTA. 2+77.048" SS CROSSINGFL 8" = 442.26FL ST = 444.80EX. 24" RCPEX. GROUND@ ℄ OF PIPEPROP. GROUND@ ℄ PIPEPROP. GROUND@ ℄ PIPEEX. GROUND@ ℄ OF PIPEEX. GROUND@ ℄ OF PIPEPROP. GROUND@ ℄ PIPEPROP. GROUND@ ℄ PIPEEX. GROUND@ ℄ OF PIPEHGL 448.34HGL 448.53HGL 448.70HGL 448.73HGL 448.65 HGL 448.75 HGL 448.85 HGL 448.77 HGL 448.20 HGL 448.65 HGL 448.65 HGL 448.71 100 YRWSEL 448.2018" RCP@ 1.00%2 1 " R C P @ 1 2 . 4 7 % STA. 1+39.23 SD-H-1 VERTICAL BEND CONST. CONC. COLLAR PER COPPELL STD. DETAIL 6085 STA. 2+34.21 SD-H-1 VERTICAL BEND CONST. CONC. COLLAR PER COPPELL STD. DETAIL 6085 FL 21" OUT=433.02 FL 21" IN=433.02 FL 21" OUT=444.87 FL 21" IN=444.87 STA. 2+44.21 SD-H-1= STA. 1+00.00 SD-H INSTALL 60° WYE FL 21" OUT=444.97 FL 21" IN=444.97 FL 21" IN=444.97 STA. 1+00.00 SD-H= STA. 2+44.21 SD-H-1 INSTALL 60° WYE FL 21" OUT=444.97 FL 21" IN=444.97 FL 21" IN=444.97 FL 21" OUT=445.00 FL 18" IN=445.25 FL 434.37 FL 440.60 FL 445.28 21" RCP@ 1.00%REFER TO SHEET 5.01FOR HEADWALL DETAILS17.9 LF OF CLASS III RCPHGL 448.59 HGL 448.81 HGL 448.75HGL 448.75 HGL 448.75 HGL 448.94 STA. 2+47.21 SD-H-1 PIPE SIZE CHANGE CONST. CONC. COLLAR PER COPPELL STD. DETAIL 6085SD-I-24354404454504554604354404454504554601+002+0024" RCP@ 0.85%STA. 1+00.00 SD-I-1= STA. 2+23.19 SD-I INSTALL 60° WYESTA. 2+97.058" WTR CROSSINGFL 8" = 442.00FL ST = 444.97FL 24" OUT = 444.62FL 24" IN = 444.62FL 24" IN = 444.62 STA. 2+56.97 SD-I=STA. 1+00.00 SD-I-2INSTALL 60° WYE STA. 2+56.97 SD-I= STA. 1+00.00 SD-I-2 INSTALL 60° WYE STA. 1+23.66 SD-I-2 INSTALL 60° HORIZ. BEND STA. 1+52.86 SD-I-2 INSTALL 60° HORIZ. BEND STA. 1+79.15 SD-I-2 CONST. TYPE A HDWL.24" RCP@ 0.30%FL 444.62 FL 444.78 FL FL 24" OUT = 444.70 FL 24" IN = 444.70 FL 24" OUT=444.78 FL 24" OUT=444.7879.2 LF OF CLASS III RCP2' MINSTA. 1+49.308" WTR CROSSINGHGL 448.67HGL 448.66 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-ST.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2STORM SEWER PROFILES225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 25.0202-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES40'8' or 4'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80 STOSTOSTO STOSTOWAT SAN SAN SAN SAN S A N S A N S A N S A N WAT STOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWAT S TO S TO STOSTOEX. 12" WATER EX. 8 " S A N . S W R . EX. 8" WATER E X . 2 4 " R C P EX. 6'x5' RCBC20' SANITARYSEWER EASEMENTDRAINAGE EASEMENT20' DRAINAGE EASEMENT20' DRAINAGE EASEMENTWAT W8 9 10 11 121314151617187+07.5318+82.064 5 STA. 5+90.63 SS-DSTA. 1+00.00 SS-D1STA. 1+00.00 SS-D2CONST. 4' SAN. SEWER MHPER COPPELL STD. DETAIL 5020 OR 5030RIM = 451.66STA. 13+97.65 WINDMILL DRIVE(OFFSET 0.00 )FL 8" = 440.60FL 8" = 440.80FL 8" = 440.803+94.49 SS-DREMOVE CAP & CONNECTTO EXISTING 8" STUBOUT.FL 8" = 439.44FL 8" = 439.448" SAN STA. 4+01.14 SS-D1CONST. 4' SAN. SEWER MHPER COPPELL STD. DETAIL 5020 OR 5030RIM = 449.33FL 8" = 442.313+05.48 SS-D1POINT OF TANGENCY8" SAN1+78.66 SS-D1POINT OF COMPOUND CURVATURESTA. 2+81.92 SS-D2CONST. 4' SAN. SEWER MHPER COPPELL STD. DETAIL 5020 OR 5030RIM = 450.24STA. 12+15.73 WINDMILL DRIVE(OFFSET 0.00 )FL 8" = 444.292+20.49 SS-D2POINT OF TANGENCY2+01.74 SS-D2POINT OF CURVATURE17+14.24 WL-BINSTALL:1-8"x 6" TEE1-6" GATE VALVE1-6" 90° BEND1-FIRE HYDRANTWITH ASSEMBLYPER COPPELL STD.DETAIL 412018+82.06 BK. (PHASE 2)=21+20.15 FWD. (PHASE 1) WL-BREMOVE EX. 8" PLUG& CONNECT TO EX. 8"WATER AS REQUIRED11+81.24 WL-BINSTALL:1-8"x6" TEE1-8" GATE VALVE1-6" GATE VALVE1-FIRE HYDRANTWITH ASSEMBLYPER COPPELL STD.DETAIL 41208" WATERWINDMILL DRIVE PROPOSED 1" IRRIGATION METERPER COPPELL STD. DETAIL 4145TO SERVICE THE POND AREA.FP=452.0FF=452.6FP=453.0FF=453.6FP=453.0FF=453.6FP=452.1FF=452.7FP=451.9FF=452.5FP=452.8FF=453.4FP=452.8FF=453.4FP=452.5FF=453.1FP=451.7FF=452.3100 YEAR FLOODPLAINCONSTRUCT:1-4" SS SERVICE PERCOPPELL STD. DETAIL 5120OR 5130 (TYP.)INSTALL:1-1" DOMESTIC METERPER COPPELL STD. DETAIL4140 (TYP. OF 12)INSTALL:1-1" DOMESTIC METERPER COPPELL STD. DETAIL4140 (TYP. OF 12)CONSTRUCT:1-4" SS SERVICE PERCOPPELL STD. DETAIL 5120OR 5130 (TYP.)CONSTRUCT:1-4" SS SERVICE PERCOPPELL STD. DETAIL 5120OR 5130 (TYP.)CONSTRUCT:1-4" SS SERVICE PERCOPPELL STD. DETAIL 5120OR 5130 (TYP.)14+50.00 WL-B1- 8" VALVEPER COPPELL STD. DETAIL 40500.59%8" SAN1.92%0.50%0.50%8" SANSINSTALL 28 L.F. OF 14" STEEL ENCASEMENTPIPE & CASING SPACERS ON 8" WATERCARRIER PIPE. SEE CITY STD. DETAIL 3090.STA. 3+86.49 SS-DEX. SAN. SEWER MHRIM = 445.829+19.74 WL-BINSTALL:1-8" BLIND FLANGE ASSEMBLY @TOP OF PIPE FOR 2" PVC AIRRELEASE VALVE CONNECTION. SEECITY STD. DETAILS 4090.INSTALL:2" PVC AIR RELEASE LINE(RISING GRADE).8+82.85 WL-BINSTALL:1-8" 22.5°VERTICAL BEND8+87.70 WL-BINSTALL:1-8" 22.5°VERTICAL BEND9+26.58 WL-BINSTALL:1-8" 22.5°VERTICAL BEND9+21.74 WL-BINSTALL:1-8" 22.5°VERTICAL BEND8+27.00 WL-BREMOVE EX. 8" PLUG& CONNECT TO EX. 8"WATER AS REQUREDINSTALL:1-8" GATE VALVEPER COPPELL STD. DETAIL 4050P.V.I. STA.8+62.25 WL-BP.V.I. STA.8+32.72 WL-BP.V.I. STA.8+78.85 WL-B9+85.37 WL-BINSTALL:1-8" 45° BEND9+92.84 WL-BINSTALL:1-8" 45° BENDP.V.I. STA.9+81.27 WL-BP.V.I. STA.9+51.37 WL-B8" WATER9+85.45, (5.37' RT.) WL-BCONST. 4' DIA MANHOLE &INSTALL:2" COMBINATION AIR RELEASEVALVE ASSEMBLY IN MANHOLE.SEE CITY STD. DETAILS SHEET4090 & 4100-2.17+34.30 WL-BINSTALL:1- 22.5° BEND1-8" VALVE20' WATEREASEMENT16+60± - 16+80±INSTALL:4-8" 45° VERTICAL BENDSPER COPPELL STD.DETAIL 420017+52.11 WL-BINSTALL:1-8" 22.5° BEND18+17.92 WL-BINSTALL:1-8" 22.5° BEND16+85.64 WL-BINSTALL:1-8" 22.5° BENDPHASE 2 PHASE 1 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-UT.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2WATER & SANITARY SEWER PLAN225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 26.0102-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES0'40'80'120'1" = 40'40'8' or 4'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80LEGENDPROPOSED WATER MAINPROPOSED FIRE HYDRANTPROPOSED SANITARY SEWER MAINPROPOSED SAN. SEWER MANHOLEEXISTING SAN. SEWER MANHOLEEXISTING WATER VALVEEXISTING FIRE HYDRANTWATER METER SCHEDULEIRRIGATIONDOMESTICTYPE1"1"SIZEQUANTITY112PROPOSED WATER VALVEPROPOSED METEREXISTING SANITARY SEWER MAINSANEXISTING WATER MAINWATWATER METER FOR LOTS 1R,2R, 5R, & 9R ARE LOCATEDNEAR THE CENTER OF THE LOT.CURRENT DALLAS 8" PVC @ -1.84%SS-D4304354404454504554604304354404454504554603+504+005+006+006+50SS-D14304354404454504554604304354404454504554600+501+002+003+004+005+008" PVC @ 0.59%SS-D24304354404454504554604304354404454504554600+501+002+003+003+50FL 8" OUT=440.60FL 8" IN=440.80FL 8" IN=440.80FL 8" OUT=440.60FL 8" IN=440.80FL 8" IN=440.80 8" PVC @ 0.50%FL 8" OUT = 444.29 FL 8" OUT = 440.60 FL 8" IN = 440.80 FL 8" IN = 440.80 8" PVC @ 1.92%FL 8" OUT = 443.11 FL 8" IN = 443.11 FL 8" OUT = 442.75 FL 8" IN = 442.75 STA. 2+20.49 SS-D2 POINT OF TANGENCY STA. 2+01.74 SS-D2 POINT OF CURVATURE STA. 1+00.00 SS-D2 STA. 5+90.63 SS-D STA. 1+00.00 SS-D2 CONST. 4' SAN SEWER MH RIM = 451.66 STA. 2+81.92 SS-D2 CONST. 4' SAN SEWER MH RIM = 450.24 FL 442.72 FL 441.76 FL 443.68 STA. 1+00.00 SS-D1STA. 5+90.63 SS-DSTA. 1+00.00 SS-D2CONST. 4' SAN SEWER MHRIM = 451.66 STA. 4+01.14 SS-D1 CONST. 4' SAN SEWER MH RIM = 449.33 FL 8" OUT=442.31 FL 8" OUT=441.83 FL 8" IN=441.83 FL 8" OUT=441.19 FL 8" IN=441.19 STA. 1+78.66 SS-D1 POINT OF COMPOUND CURVATURE STA. 3+05.48 SS-D1 POINT OF TANGENCY FL 441.30 FL 441.80 FL 441.05 FL 441.55 FL 442.05 STA. 5+90.63 SS-DCONST. 4' SAN SEWER MHRIM = 451.66STA. 5+70.598" WTR CROSSINGFL 8" WTR = 447.00FL SS = 440.48STA. 3+94.49 SS-DREMOVE CAP & CONNECTTO EX. 8" STUBOUTFL 8" OUT=439.44FL 8" IN=439.44FL 439.48FL 440.07FL 439.77FL 440.36 196.1 L.F. OF 8" PVC301.1 L.F. OF 8" PVC181.9 L.F. OF 8" PVCSTA. 3+91.0324" STORM CROSSINGFL 24" RCP= 444.80FL SS = 442.26PROP. GROUND@ CL PIPEEX. GROUND@ ℄ OF PIPEEX. GROUND@ ℄ OF PIPEPROP. GROUND@ CL PIPEEX. GROUND@ ℄ OF PIPEPROP. GROUND@ CL PIPEWL-B4254304354404454504554604654254304354404454504554604656+807+008+009+0010+0011+0011+50EX. GROUND@ CL OF PIPEPROP. GROUND@ CL PIPEFL 450.29 STA. 8+27.00 WL-BREMOVE EX. 8" PLUG& CONNECT TO EX.8" WATER AS REQUIRED.INSTALL 8" GATE VALVEPER COPPELL STD.DETAIL 4050.FL 448.22 FL 446.49 FL 448.28 P.V.I. STA. 10+39.98 WL-B P.V.I. STA. 11+13.15 WL-B STA. 8+87.70 WL-BINSTALL 22.5° VERT. BENDSTA. 9+21.74 WL-BINSTALL 22.5° VERT. BENDSTA. 8+82.85 WL-BINSTALL 22.5° VERT. BENDSTA. 9+26.58 WL-BINSTALL 22.5° VERT. BEND8" PVC@ 41.42%EX. 8" PVC @ 1.62%CULVERT CROSSING100 YR. W.S.EL.447.8±8.5'8.5'8" PVC @ 2.05%8" PVC @ -2.73%8" PVC@ 0.00%PROP. GABIONWALLS (TYP.)EX. 6'x 5'RCBCP.V.I. STA. 9+51.37 WL-BP.V.I. STA. 8+78.85 WL-BINSTALLCONCRETE CAP286.2' L.F. OF 8" PVCFL 445.39 STARTING STA. 7+07.53 PH.1@ EX. 45° HORIZ. BENDFOR DETAILED BRIDGE INFORMATION SEEBLACKBERRY FARM BRIDGE PLANSSTA. 3+86.49 SS-DEX. 4' SAN SEWER MHSEE PHASE 1 PLANSRIM = 445.82EX. 8" PVC@ 0.60%EX. FL 8" OUT=439.20EX. FL 8" IN=439.408" PVC @ 1.50%P.V.I. STA. 8+62.25 WL-BP.V.I. STA. 8+32.72 WL-BFL 447.98 FL 447.77 8" RCP @ -0.28%8" RCP @ -1.13%FL 448.28 P.V.I. STA. 9+68.37 WL-BP.V.I. STA. 9+81.27 WL-BFL 448.07 STA. 9+85.37 WL-BINSTALL 45° HORIZ. BEND STA. 9+92.84 WL-B INSTALL 45° HORIZ. BEND FL 450.29FL 448.28FL 447.33FL 448.03FL 447.43FL 448.28 INSTALL 28 L.F. OF 14" STEEL ENCASEMENTPIPE & CASING SPACERS ON 8" WATERCARRIER PIPE. SEE CITY STD. DETAIL 3090.PROP. TOPOF BRIDGEPROP. BRIDGEARCH OPENING8" PVC@ 0.00%8" PVC@ -41.42%INSTALL:2" PVC AIR RELEASELINE (RISING GRADE).9+85.45, (5.37' RT.) WL-BCONST. 4' DIA MANHOLE &INSTALL: 2" COMBINATION AIR RELEASE VALVE ASSEMBLY IN MANHOLE. SEE CITY STD. DETAILS 4090 & 4100-2. RIM = 452.328" PVC @ 0.00%INSTALLCONCRETE CAP9+19.74 WL-B INSTALL:1-8" BLIND FLANGEASSEMBLY @ TOP OF PIPEFOR 2" PVC AIR RELEASEVALVE CONNECTION. SEECITY STD. DETAIL 4090.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-515002/02/2023N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-UT.DWG COPPELL, TEXAS02-02-2023LLKAWSASCBLACKBERRY FARM ADDITION PHASE 2WATER & SANITARYSEWER PROFILES225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 26.0202-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.0'0'40'80'120'1" = 4' VERTICAL1" = 40' HORIZONTAL4'8'12'40'8' or 4'PROJECT NUMBER: 0008335.01SANITARY SEWER PIPE SHALL BE GREENSDR 35 UNLESS NOTED OTHERWISESANITARY SEWER PIPE SHALL BE GREENSDR 35 UNLESS NOTED OTHERWISESANITARY SEWER PIPE SHALL BE GREENSDR 35 UNLESS NOTED OTHERWISETBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.01 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.02 5 50' RADIUS R.O.W. (FOR BLACKBERRY FARM PROJECT ONLY) 3 3 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.03 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.04 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.05 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.06 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.07 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.08 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.09 N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-DT.DWG7.10 XXXXSANSANSANSANSANSANSANSANSANSANSANWAT WAT WAT WAT SA N S A N S A NWATWATWATWA TWAT WA T W A TWATWATWATWAT WATPOHPOHPOHPOHPOHSANWATWATWATWATWATWATWATWATW A T WATWATWATSANSANSANSANSAN SANSANWATWATWATWATSANSANSANSANSANSANWATWATWATWATWATWATWATPOHPOHWATWATW24" SOLID WHITE STOP BARSTREET NAME SIGN ASSEMBLYMOUNTED W/ OTHER SIGNSTOPR1-1(36"x36")PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.PROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.24" SOLID WHITE STOP BAR24" SOLID WHITE STOP BAR24" SOLID WHITE STOP BAR24" SOLID WHITE STOP BARSTREET NAME SIGN ASSEMBLYMOUNTED W/ OTHER SIGNSTOPR1-1(36"x36")STREET NAME SIGN ASSEMBLYMOUNTED W/ OTHER SIGNSTOPR1-1(36"x36")STREET NAME SIGN ASSEMBLYMOUNTED W/ OTHER SIGNSTOPR1-1(36"x36")STOPR1-1(36"x36")W13-1MPH25W13-1MPH25W13-1MPH25LED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALLED STREET LIGHTPOST TOP12' HISTORICALP R O P O S E D B R I D G ELED STREET LIGHTPOST TOP12' HISTORICAL4" WIDE WHITE STRIPING @PEDESTRIAN CROSSWALKS (TYP.)5' U.E.5' U.E.5' U.E.5' U.E.5' U.E.5' U.E.5' U.E.5' U .E . 5' U.E. 5' U.E. 5' U . E . 5' U . E .LED STREET LIGHTPOST TOP12' HISTORICALPROPOSED 2-WAY BLUE STIMSONITEFIRE-LIGHT REFLECTOR AT ALL FIREHYDRANT LOCATIONS.R8-3a(24"x30")INSTALL NO PARKINGSIGN ALONG BRIDGE SPANINSTALL YEILD TOPEDESTRIAN & PEDESTRIANCROSSING SIGNSX2833-24-EG(24"x 6")INSTALL: NO OUTLET SIGNR7-1RIGHT ARROW(12"x18")INSTALL NO PARKINGSIGN ALONG SOUTHEASTSIDE OF BLACKBERRY DR.FROM ENTRANCE TOEMERGENCY ACCESS"PRIVATE DRIVE A".X2833-24-EG(24"x 6")INSTALL: NO OUTLET SIGNK-1697(12"x18")INSTALL NO PARKINGWITHIN CUL-DE-SAC AREAR1-5aL(12"x 18")W11-2(18"x 18")NO PARKING 268.0'X2833-24-EG(24"x 6")INSTALL: NO OUTLET SIGNR8-3dP(24"x18")R7-1LEFT ARROW(12"x18")INSTALL NO PARKINGSIGN ALONG SOUTHEASTSIDE OF BLACKBERRY DR.FROM ENTRANCE TOEMERGENCY ACCESS"PRIVATE DRIVE A".R7-1LEFT ARROW(12"x18")R7-1RIGHT ARROW(12"x18")SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fa[(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150N:\0008335.00\DWG\CIVIL\CIVIL PHASE 2\0008335-PH2-C-LSS.DWG COPPELL, TEXAS02-02-2023LLKAWSASC225 E. S.H. 121COPPELL, TEXAS 75019BLACKBERRY FARM ADDITION PHASE 202-02-2023THE HOLMES BUILDERS© 2023 Westwood Professional Services, Inc.EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANSHAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ANDVERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDFACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDERTO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.CAUTION !!!EXISTING UTILITIES0'100'200'300'1" = 100'100'20' or 10'PROJECT NUMBER: 0008335.01TBM#1Square cut on top of curb at median nose in centerline Sandy Lake Road, westside of entrance to project, approximately 1100 feet east of Kimbel Kourt.Elevation 449.25TBM#2Top of a found 1/2 inch iron rod at the northeast corner of the subject property.Elevation 444.80BLACKBERRY FARM ADDITIONPHASES 1 & 2VICINITY MAPNTSSITELIGHTING, SIGNAGE &STRIPING PLANLSS 1.0002/02/20232