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Item 6B Preliminary Plat68 0 685 640 6 2 5 62 5 625 63 5 680 66 5 65 0 64 5 640 645 64 5 6 5 0 655 660 665 670 675 680 68 5 TXDOT TY P I I 1/2" REBAR 5/8" REBA R TXDOT T Y P I I BRASS 1 / 2 " I R I N C O N C 3/4"BOLT 1/2" REBAR TXDO T T Y P I I 5/8" REBAR 3/4" REBAR 1/2" REBAR 1/2" REBAR 5/8" REBAR "WWWARD RPLS2014" 1/2" REBAR 1/2" REBAR 1/2" REBAR "RPLS 3688" 5/8" REBAR 1/2" REBAR "+""+" 1/2" REBAR 1" IRON PIPE 5/8" REBAR TXDOT T Y P I I LA K E S I D E P R E S B Y T E R A N C H U R C H IN S T . # D 2 1 5 2 8 0 3 7 1 O. P . R . T . C . T . LOT 1R BROCK ADDITION CABINET A, SLIDE 3899 P.R.T.C.T. 5/8" REBAR "BS&J INC"5/8" REBAR "BS&J INC" 1/2" REBAR LOT 4R2, BLOCK 1 INST.# D212033579 O.P.R.T.C.T. LOT 4 BROCK ADDITION VOL. 388-44, PG. 40 P.R.T.C.T. LOT 6 BROCK ADDITION VOL. 388-44, PG. 40 P.R.T.C.T. LOT 5 BROCK ADDITION VOL. 388-44, PG. 40 P.R.T.C.T. ARV E L W . H A N E Y A N D W I F E , M A R G A R E T J U N E H A N E Y VOL . 5 0 6 6 , P G . 8 6 6 D.R . T . C . T . AR V E L W . H A N E Y A N D W I F E , MAR G A R E T J U N E H A N E Y VO L . 5 0 6 6 , P G . 8 7 2 D.R . T . C . T . TR A C T V I S A N D R A L Y N N BAG W E L L , T R U S T E E O F T H E GL E N D A W I E S M A N T R U S T IN S T . # D 2 1 5 1 4 5 3 0 0 O . P . R . T . C . T . C&T LAWNS, L.L.C., A TEXAS LIMITED LIABILITY COMPANY INST.# D2090073335 O.P.R.T.C.T. T R A C T V S A N D R A L Y N N B A G W E L L , T R U S T E E O F T H E G L E N D A W I E S M A N T R U S T I N S T . # D 2 1 5 1 4 5 3 0 0 O . P . R . T . C . T . 5/8" REBAR 3/4" REBAR TR A C T I SA N D R A L Y N N B A G W E L L , TR U S T E E O F TH E G L E N D A W I E S M A N T R U S T IN S T . # D 2 1 5 1 4 5 3 0 0 O. P . R . T . C . T . TRACT II SANDRA LYNN BAGWELL, TRUSTEE OF THE GLENDA WIESMAN TRUST INST.# D215145300 O.P.R.T.C.T. T R A C T I V S A N D R A L Y N N B A G W E L L , T R U S T E E O F T H E G L E N D A W I E S M A N T R U S T I N S T . # D 2 1 5 1 4 5 3 0 0 O . P . R . T . C . T . 15-FOOT UTILITY EASEMENT TO CITY OF SOUTHLAKE VOL. 12336, PG. 1671 D.R.T.C.T. 35-FOOT TEMPORARY CONSTRUCTION EASEMENT TO CITY OF SOUTHLAKE VOL. 12336, PG. 1671 D.R.T.C.T. EASEMENT FOR INGRESS AND EGRESS TO CINDY A. WILKINS "ALONG AND ACROSS EXISTING ACCESS ROAD LOCATION" AS SHOWN ON SURVEY INCLUDED THEREIN. (CLOUDED AREA REPRESENTS ACCESS ROAD LOCATION DEPICTED IN THE RECORD DOCUMENT. NO PARTICULAR OR SPECIFIC DIMENSIONS OF THE EASEMENT LIMITS ARE DEFINED) VOL. 14351, PG.112 D.R.T.C.T. TRACT II (SAVE & EXCEPT) SANDRA LYNN BAGWELL, TRUSTEE OF THE GLENDA WIESMAN TRUST INST.# D215145300 O.P.R.T.C.T. TRACT III SANDRA LYNN BAGWELL, TRUSTEE OF THE GLENDA WIESMAN TRUST INST.# D215145300 O.P.R.T.C.T. LO T 3 R BR O C K A D D I T I O N CA B I N E T A , S L I D E 3 8 9 9 P. R . T . C . T . BR O C K D R I V E VO L . 3 8 8 - 4 4 , P G . 4 0 P. R . T . C . T . , (6 0 ' R . O . W . ) NA P L E S D R I V E CA B I N E T A , S L I D E 8 0 3 3 P. R . T . C . T . , ( 5 0 ' R . O . W . ) PORTOFINO PLACE CABINET A, SLIDE 8033, P.R.T.C.T., (50' R.O.W.) LOT 5, BLOCK 2 CABINET A, SLIDE 8033 P.R.T.C.T. LO T 6 , B L O C K 2 CAB I N E T A , S L I D E 8 0 3 3 P.R . T . C . T . LOT 4, BLOCK 2 CABINET A, SLIDE 8033 P.R.T.C.T. LO T 1 , B L O C K 3 CAB I N E T A , S L I D E 8 0 3 3 P.R . T . C . T . LOT 2, BLOCK 3 CABINET A, SLIDE 8033 P.R.T.C.T. LOT 3, BLOCK 3 CABINET A, SLIDE 8033 P.R.T.C.T. LOT 4, BLOCK 3 CABINET A, SLIDE 8033 P.R.T.C.T. 5' UTILITY EASEMENT CABINET A, SLIDE 8033 P.R.T.C.T. 5' UTILITY EASEMENT CABINET A, SLIDE 8033 P.R.T.C.T. 5' UTILITY EASEMENT CABINET A, SLIDE 8033 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 8033 P.R.T.C.T. CT PLUS 4, L.L.C., A TEXAS LIMITED LIABILITY COMPANY INST.# D215235233 O.P.R.T.C.T. STATE HI G H W A Y F . M . 1 7 0 9 (VARIAB L E W I D T H R . O . W . ) "TRACT V" AND "TRACT VI" LESS AND EXCEPT TO STATE OF TEXAS VOL. 10000, PG. 761 AND VOL. 10925, PG. 6 D.R.T.C.T. 5-FOOT UTILITY EASEMENT VOL. 388-44, PG. 40 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 8033 P.R.T.C.T. 30-FOOT ROAD EASEMENT FOR INGRESS AND EGRESS TO ARVEL W. HANEY AND WIFE, MARGARET JUNE HANEY VOL. 5066, PG. 866 AND VOL. 5066, PG. 872 D.R.T.C.T. CRS CRS CRS LOT 13R1 J.G. ALLEN No. 18 ADDITION INST.# D215280371 O.P.R.T.C.T. LOT 4R2, BLOCK 1 WATERMERE AT SOUTHLAKE ADDITION INST.# D212033579 O.P.R.T.C.T. LOT 1, BLOCK 1 UNION CHURCH ESTATES INST.# D215192748 O.P.R.T.C.T. JES S E G . A L L E N S U R V E Y ABS T R A C T N O . 1 8 GREGORY G. KUELBS INST.# D207294670 O.P.R.T.C.T. GREGORY G. KUELBS VOL. 10621, PG. 1259 D.R.T.C.T. PARKER'S CORNER VOL. 388-150, PG. 49 P.R.T.C.T. LOT 1 LOT 2 GREGORY G. KUELBS INST.# D208092322 O.P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 10709 P.R.T.C.T. 5' UTILITY EASEMENT CABINET A, SLIDE 10709 P.R.T.C.T. 5' UTILITY EASEMENT CABINET A, SLIDE 10709 P.R.T.C.T. VARIABLE WIDTH DRAINAGE EASEMENT CABINET A, SLIDE 10709 P.R.T.C.T. DRAINAGE EASEMENT CABINET A, SLIDE 10709 P.R.T.C.T. 20' BUILDING LINE & UTILITY EASEMENT CABINET A, SLIDE 12460 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 12460 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 12460 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 12460 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 12460 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 12460 P.R.T.C.T. 10' UTILITY EASEMENT INST.# D215192748 P.R.T.C.T. 5' UTILITY EASEMENT INST.# D215192748 P.R.T.C.T. 5' UTILITY EASEMENT INST.# D215192748 P.R.T.C.T. 5-FOOT UTILITY EASEMENT VOL. 388-44, PG. 40 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-150, PG. 49 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-150, PG. 49 P.R.T.C.T. 5' UTILITY EASEMENT VOL.388-44, PG. 40 P.R.T.C.T. 15' UTILITY EASEMENT VOL. 388-150, PG. 49 P.R.T.C.T. 5' UTILITY EASEMENT CABINET A, SLIDE 2174 P.R.T.C.T. 5' UTILITY EASEMENT CABINET A, SLIDE 2174 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 3899 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 2174 P.R.T.C.T. 10' UTILITY EASEMENT CABINET A, SLIDE 3899 P.R.T.C.T. 3" METAL CORNER POST 3" METAL CORNER POST TBM MNS 675.43' 6 3 5 6 3 0 6 2 5 63 0 62 5 630 6 2 5 6 3 0 63 0 63 0 635 635 640 64 0 67 5 67 0 66 0 65 5 6 6 5 6 7 5 6 7 0 6 6 0 660 6 5 5 655 65 0 645 6 5 0 645 645 640 64 0 6 3 5 63 5 6 3 0 6 3 5 6 4 0 MICHAEL M. YOUNG MIKE LOWMAN JACK W. COMER JOHN R. BYLER DAVID W. MULLENIX DEBBIE MURWAY KENNETH SEWEL HOLDING LP SOUTHLAKE WATERMARK CHURCH LAKESIDE PRESBYTERIAN SOUTHLAKE CHURCH OF CHRIST HAROLD L. McCALL GLENDA WIESMAN TRUST PERRY W. VARGAS EMMA L. HOWARD MARJORIE PAPILLARD JERRY G. HALL LTD PARTNERSHIP NADO I LLC BONOLA FAMILY 26,273 SF 20,689 SF 17 18 8 9 16 7 6 5 4 3 14 21,663 SF 20 19,579 SF 2 1 3 2 1 OPEN SPACE 19,422 SF 20,122 SF 22,062 SF 20,667 SF 20,777 SF 18,159 SF 19,243 SF 18,172 SF 16,358 SF 17,917 SF15,716 SF15,652 SF 3X OPEN SPACE 12 11 25,276 SF 176,093 SF 27,245 SF 34,825 SF 24,493 SF 917,041 SF 17,007 SF 10 20,289 SF 11 17,303 SF 12 18,180 SF 5X 4X OPEN SPACE 1X 20,366 SF OPEN SPACE 2X 13 17,309 SF 18,295 SF 15 15,988 SF 19 20,548 SF 16,267 SF 15,816 SF 4 15,955 SF 5 26,259 SF 6 19,260 SF 7 20,030 SF 8 20,578 SF 3,116 SF 6X OPEN SPACE 21 16,987 SF 10 17,793 SF 164,611 SF OPEN SPACE 16,246 SF 22 10 27,869 SF 9 12 11 23,990 SF 24,532 SF 13 1 7 X 4 , 3 5 7 S F O P E N S P A C E 3 2 16,674 SF 17,819 SF 20,891 SF 4 5 18,823 SF 6 20,468 SF 7 23,266 SF 8 15,294 SF 5,142 S F 8X OPEN S P A C E POINT OF BEGINNING MICHAEL DRIVE 8 9 . 3 5 ' 1 1 1 . 7 6 ' 1 2 4 . 5 5 ' 8 7 . 0 0 ' 100.37'100.37'100.37'159.39'73.91' 145.29'104.43' 24 . 0 0 ' 11 9 . 6 9 ' 12 0 . 0 0 ' 10 6 . 3 8 ' 108.02'100.00'88.00'100.00'94.35'100.00'100.00'28.73'27.68'105.00'27.48'79.15'131.27' 1 1 0 . 0 0 ' 1 2 0 . 0 0 ' 1 2 0 . 0 0 ' 1 1 0 . 0 0 ' 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' 2 2 6 . 5 9 ' 1 0 0 . 0 0 ' 3 3 . 6 8 ' 3 4 . 9 0 ' 33.83'51.62' 8 9 . 3 4 ' 10' PA,D,U ESMT 40' EA,PA,D,U ESMT 40' EA,PA,D,U ESMT 40' EA,PA,D,U ESMT 40' EA,PA,D,U ESMT 40' EA,PA,D,U ESMT 40' EA,PA,D,U ESMT 30' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE N76°14'4 2 " E 197.27' N79°09'22" E 228.12' S 3 ° 5 4 ' 0 5 " E 4 9 0 . 1 3 ' N88°19'39"E 534.40' S0 ° 1 6 ' 0 0 " E 41 9 . 1 5 ' S89°31'44"E 249.72'S0°16'00"E 20.30' S89°31'44"E 189.28' S0 ° 3 3 ' 3 6 " E 65 0 . 4 0 ' N89°06'48"W 174.01' N89°21'13"W 236.75' N89°40'15"W 31.59' N89°40'15"W 331.34'N89°13'57"W 373.50'N89°45'36"W 158.75' N89°29'19"W 84.85' N 1 ° 3 3 ' 3 5 " W 1 4 6 3 . 6 6 ' N53 ° 2 9 ' 2 7 " E 85.7 3 ' N79°09'22" E 107.92' N67°5 1 ' 2 5 " E 171.6 4 ' N86°05'55"E 173.97' N86°05'55"E 188.53' S83°20'14"W 199.25' S3 ° 1 4 ' 2 4 " W 18 4 . 9 2 ' S3 ° 1 4 ' 2 4 " W 19 7 . 8 1 ' S3 ° 1 4 ' 2 4 " W 20 2 . 7 8 ' S3 ° 1 4 ' 2 4 " W 21 1 . 4 5 ' N2 1 ° 2 0 ' 3 3 " E 26 2 . 7 7 ' S41 ° 0 2 ' 1 6 " W 138 . 5 1 ' S88°26'25"W 229.01' S88°26'25"W 161.09' S88°26'25"W 150.69' S88°26'25"W 162.47' S88°26'25"W 167.11' S88°26'25"W 171.52' S88°26'25"W 170.76' N45 ° 1 9 ' 3 5 " E 251 . 8 9 ' S5 ° 2 5 ' 1 5 " W 16 3 . 3 0 ' S0 ° 4 6 ' 0 3 " W 18 7 . 5 2 ' S0 ° 4 6 ' 0 3 " W 17 0 . 6 7 ' S0 ° 4 6 ' 0 3 " W 15 4 . 7 7 ' S0 ° 4 6 ' 0 3 " W 21 8 . 9 0 ' S0 ° 4 6 ' 0 3 " W 23 8 . 4 9 ' S0 ° 4 6 ' 0 3 " W 16 3 . 5 6 ' N90°00'00"E 50.00' S 2 5 ° 3 2 ' 3 9 " E 1 5 4 . 9 8 ' S89°31'44"E 206.47' S89°31'44"E 202.41' S89°31'44"E 199.25' S0 ° 2 8 ' 1 6 " W 37 0 . 0 7 ' N29°40'18"E 41.30' N88°43'40"E 80.11' S 4 ° 2 5 ' 0 0 " E 1 0 0 . 6 6 ' N84°07'19"E 163.41' N84°07'19"E 171.93' N57° 1 7 ' 1 4 " E 197. 5 1 ' N2 2 ° 3 2 ' 3 6 " E 17 4 . 3 1 ' N8 ° 0 8 ' 5 8 " E 17 2 . 0 0 ' N1 ° 4 2 ' 5 6 " E 18 6 . 0 0 ' S81°25'00" E 82.01' N87°53'47"E 157.87' N2 0 ° 3 9 ' 4 0 " E 17 2 . 2 4 ' N2 ° 4 1 ' 1 6 " E 15 6 . 7 6 ' N 1 2 ° 0 0 ' 3 7 " W 8 3 . 1 8 ' S84°06'35"E 85.45' N60° 1 6 ' 3 8 " E 177. 0 5 ' S 7 ° 0 2 ' 2 4 " E 6 8 . 5 8 ' BLOCK 2 100 YR FLOODWAY 100 YR FLOODPLAIN AG AG AG AG AG SF1A SF1A SF1A SF1A SF1A SF1A SF1A SF1A SF1A SP2 SF2 SP2 SF20A SF20A SF20A SF20A SF20A RE5 RE5 CS CS CS CS CS 50' BUILDING SETBACK LINE 10' UTILITY EASEMENT 20' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 10' PA,D,U ESMT 15' DRAINAGE ESMT 15' SANITARY SEWER ESMT EMERGENCY ACCESS GATE P R I V A T E R O A D PRIVATE ROAD PRIVATE ROAD PR I V A T E SF1A LOT 3R WILL FOLLOW ALL USES AND REGULATIONS IN THE "SF-1A" ZONING DISTRICT SIGN ESMT SIGN ESMT 20' TYPE L BUFFERYARD VAR. WIDTH DRAINAGE ESMT N0°46'03"E 70.00' S0 ° 4 6 ' 0 3 " W 21 0 . 7 5 ' S0 ° 4 6 ' 0 3 " W 14 8 . 5 7 ' S0 ° 4 6 ' 0 3 " W 15 1 . 8 4 ' S88°26'25"W 203.16' S88°26'25"W 204.28' S88°26'25"W 202.76' S88°26'25"W 143.57' 108.02' N88°51'00"E 101.27' PR I V A T E R O A D 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' 1 1 0 . 0 0 ' 1 5 3 . 4 1 ' 7 7 . 4 7 ' 21 9 . 3 1 ' 19 9 . 8 4 ' 35.98'138.03' 70.52'83.57' 50 . 4 9 ' 12 0 . 8 7 ' 12 0 . 9 6 ' 71 . 2 1 ' 12 0 . 0 7 ' 99 . 0 5 ' 96.22'57.86' 59.34'28.40' 63.0 4 ' 37.5 3 ' 45 . 2 9 ' 59 . 5 2 ' 82 . 9 6 ' 21.85' 2.56' 98.70' 11.32' 10.69' 5 1 . 8 1 ' 5 3 . 2 4 ' 91.27' 4.91' 69.94' 123.39'5.02' 32.98' 101.86' 76.7 3 ' 6 6.09'5 4 .8 9 ' 1 3 1 . 0 9 ' 9 6 . 4 1 ' 4 2 .7 9 ' 6 2.24' 5 7 . 3 8 ' 17.10' 6 6 .3 4 ' 1 6 2 .9 8 ' 4 6 .2 0 ' 1 2 1 .2 6 ' 22.24' 2.20' 78.86' 13.74' 29.08' 96.93' 5 3 .5 9 ' 103.5 4 ' 12.12' 7 9 . 2 6 ' 12.04' 5 8 . 5 1 ' 27.15' 5 3 . 5 9 ' 4 1 . 0 9 ' 13.73' 2 0 9 .9 8 ' 38.44' 100.18' 75.26'75.59 ' 4 2.29' 49.42' 81.39' 1 1 1. 6 6 ' 1 7 5 . 9 1' 9 3 . 2 0 ' 1 2 6 . 2 0 ' 20.70' 28.87' 5 3 . 1 1 ' 25.63' 13.67' 1 2 1 .4 7 ' 9.73' 1 3 0 .5 5 ' 0.87' 3.84' 20' DRAINAGE ESMT 20' TYPE L BUFFERYARD 15' DRAINAGE ESMT 15' DRAINAGE ESMT 15' DRAINAGE ESMT 15' DRAINAGE ESMT 15' DRAINAGE ESMT 15' DRAINAGE ESMT 15' DRAINAGE ESMT 15' DRAINAGE ESMT R55.0' R75.0' 10.65' S 8 ° 1 3 ' 0 2 " E 5 2 . 1 4 ' BLOCK 1 BLOCK 1 BLOCK 3 BLOCK 3 17.22' 7 0 . 1 8 ' 5 5 . 3 2 ' 6 2 . 1 0 ' 42 . 0 6 ' 19.28' 69 . 3 5 ' 18.38' 2 0 6 . 4 2 ' 7 9 . 4 8 ' 5 6 . 7 0 ' 43 . 7 4 ' 38 . 5 8 ' 10.95' 9 8 . 8 2 ' 10.26' 3.43' 23.48' 111.68' 50.00' 35.58' 14.44' 213.68' L1 L2 L3 L 4 L 5 L6 L 7 L 8 L 9 L1 0 L1 1 L1 2 L1 3 L1 4 L15 L16 L17 L18 L19 L20 L21L22 L23 L2 4 L2 5 L2 6 L2 7 L2 8 L2 9 L30 L31 L3 2 L33 L34L35 L36 L37 L38 L3 9 L4 0 L4 1 L 4 2 L 4 3 L 4 4 C 1 C 2 C 3 C 4 C 5 C 6 C 7 C 8 C 9 C 1 0 C 1 1 C 1 2 C 1 3 C14 C1 5 C16C17 C18 C 1 9 C 2 0 C 2 1 C 2 2 C23 C24C25 C26 C 2 7 C28 C 2 9 C30 C31 C32C33C34 C35 C36C 3 7 C 3 8 C 3 9 C 4 0 C 4 1 C 4 2 C 4 3 C 4 4 C4 5 C4 6 C4 7 C 4 8 C 4 9 C 5 0 C 5 1 C 5 2 C 5 3 RO A D Line Table Line L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 Bearing N58° 45' 18"W S32° 42' 02"W N13° 45' 18"W S13° 45' 18"E S13° 45' 18"E N7° 01' 40"E S33° 20' 04"E S17° 47' 00"E N33° 43' 01"W S1° 36' 18"W S6° 44' 20"W N3° 39' 29"E S3° 39' 29"W S3° 39' 29"W N44° 10' 10"E N44° 10' 10"E N44° 10' 10"E S76° 50' 25"E S76° 50' 25"E S76° 50' 25"E S88° 50' 40"E S88° 50' 40"E S88° 50' 40"E S2° 24' 29"W S2° 24' 29"W S2° 24' 29"W S61° 07' 55"E S61° 07' 55"E N61° 07' 55"W N90° 00' 00"E N90° 00' 00"E S0° 00' 00"E N90° 00' 00"W N90° 00' 00"W N90° 00' 00"W N71° 03' 33"W N71° 03' 33"W N71° 03' 33"W N1° 21' 24"E N1° 21' 24"E N1° 21' 24"E N11° 33' 36"W N11° 33' 36"W N11° 33' 36"W Length 14.14' 13.80' 2.03' 53.78' 30.36' 35.33' 27.61' 114.81' 87.40' 13.68' 65.54' 82.32' 101.32' 88.63' 1.36' 37.69' 1.36' 27.14' 27.14' 27.14' 154.09' 154.09' 154.09' 292.32' 292.32' 290.34' 47.60' 88.48' 23.16' 8.77' 53.66' 23.73' 87.74' 87.74' 87.74' 100.57' 100.57' 3.33' 104.81' 104.81' 104.81' 53.02' 53.02' 53.02' Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 Length 36.27' 51.26' 85.34' 70.31' 109.76' 117.42' 112.27' 44.80' 26.89' 136.18' 252.89' 224.79' 27.76' 27.76' 71.68' 142.47' 146.66' 150.85' 382.24' 350.38' 318.53' 44.36' 60.09' 90.69' 100.77' 81.06' 42.82' 19.68' 266.18' 229.32' 259.89' 189.71' 198.35' 204.96' 211.57' 120.98' 179.51' 73.81' 252.78' 227.50' 91.31' 85.67' 90.17' 94.68' 262.62' 243.16' 223.71' 151.59' 125.84' 107.61' 211.93' 202.64' 103.85' Radius 100.00' 150.00' 120.00' 1000.00' 180.00' 180.00' 300.00' 500.00' 500.00' 200.00' 180.00' 160.00' 20.00' 20.00' 200.00' 680.00' 700.00' 720.00' 240.00' 220.00' 200.00' 40.00' 40.00' 180.00' 200.00' 220.00' 40.00' 40.00' 55.00' 150.00' 170.00' 190.00' 600.00' 620.00' 640.00' 150.00' 75.00' 100.00' 200.00' 180.00' 220.00' 380.00' 400.00' 420.00' 270.00' 250.00' 230.00' 100.00' 100.00' 80.00' 140.00' 140.00' 80.00' Delta 20°46'58" 19°34'45" 40°44'41" 4°01'42" 34°56'21" 37°22'30" 21°26'29" 5°08'03" 3°04'52" 39°00'47" 80°29'54" 80°29'54" 79°31'28" 79°31'28" 20°32'03" 12°00'15" 12°00'15" 12°00'15" 91°15'09" 91°15'09" 91°15'09" 63°32'24" 86°04'31" 28°52'05" 28°52'05" 21°06'42" 61°20'29" 28°11'43" 277°17'35" 87°35'31" 87°35'31" 57°12'26" 18°56'27" 18°56'27" 18°56'27" 46°12'37" 137°08'12" 42°17'24" 72°24'57" 72°24'57" 23°46'45" 12°54'59" 12°54'59" 12°54'59" 55°43'45" 55°43'45" 55°43'45" 86°51'21" 72°05'58" 77°04'11" 86°44'00" 82°55'57" 74°22'36" Chord Bearing N3°21'49"W S23°32'41"E S13°20'40"E S15°46'09"E N15°51'53"W N15°01'46"W N7°03'46"W N4°10'19"E S5°11'55"W S15°50'54"E S36°35'28"E S36°35'28"E N4°24'26"E S83°55'54"W S66°34'24"E S82°50'33"E S82°50'33"E S82°50'33"E N43°13'06"W N43°13'06"W N43°13'06"W S29°21'43"E S75°49'49"W S75°33'58"E S75°33'58"E S71°41'17"E N51°34'23"W N75°54'08"E N20°27'04"E N46°12'14"E N46°12'14"E N61°23'47"E S80°31'46"E S80°31'46"E S80°31'46"E S85°50'09"W S48°42'03"E N1°16'40"W S34°51'04"E S34°51'04"E S10°31'59"E N5°06'06"W N5°06'06"W N5°06'06"W S16°18'17"W S16°18'17"W S16°18'17"W N47°50'40"W S48°03'36"E N45°34'30"W S47°47'00"E N49°41'01"W S44°13'42"E Chord Distance 36.07' 51.01' 83.55' 70.29' 108.07' 115.35' 111.61' 44.79' 26.88' 133.57' 232.60' 206.76' 25.58' 25.58' 71.29' 142.21' 146.39' 150.57' 343.10' 314.51' 285.92' 42.12' 54.60' 89.74' 99.71' 80.61' 40.81' 19.49' 72.68' 207.63' 235.31' 181.92' 197.45' 204.03' 210.61' 117.73' 139.63' 72.15' 236.29' 212.66' 90.65' 85.48' 89.98' 94.48' 252.39' 233.69' 215.00' 137.49' 117.70' 99.68' 192.27' 185.41' 96.71' PR E L I M I N A R Y P L A T P2.0 MP MP ##### # FI L E N A M E : PR E L I M I N A R Y P L A T . d w g PL O T T E D B Y : Mi k e P e t e r s o n PL O T T E D O N : Fr i d a y , F e b r u a r y 2 3 , 2 0 1 8 PL O T T E D A T : 3: 1 4 : 0 7 P M DL #### PL O T T E D W I T H : PD F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I: \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 7 1 H o l m e s H o m e s - R e s i d e n t i a l S u b d i v i s i o n - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n - P r e l i m i n a r y I: \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 7 1 H o l m e s H o m e s - R e s i d e n t i a l S u b d i v i s i o n - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n - P r e l i m i n a r y \ C 1 . 2 P R E L I M I GRAPHIC SCALE FEET0200100 1"=100' RE V I S I O N S DA T E BY JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y of A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f co n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y re p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y ar i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 20 1 8 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 C Copyright 2017, Adams SHEET: 2017.171 FEBRUARY 2018 ST O N Y B R O O K SO U T H L A K E , T X TBPE Registration #: F-1002 ENGINEER/CONSULTANT: ADAMS ENGINEERING 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: DENNIS LANG, P.E. PHONE: (817) 328-3200 EMAIL: dennis.lang@adams-engineering.com LOCATED IN THE CITY OF SOUTHLAKE TEXAS AND BEING OUT OF THE JESSE G. ALLEN SURVEY, ABSTRACT NO. 18, TARRANT COUNTY, TEXAS 34.73 AC. PROJECT LOCATION W SOUTH L A K E B L V D BR O C K D R VICINITY MAP DATE: FEBRUARY 23, 2018 PRELIMINARY PLAT STONY BROOK APPLICANT/DEVELOPER: DOLCE INVESTMENTS, LLC TERRY HOLMES 225 E. STATE HIGHWAY 121, SUITE 120 COPPELL, TX 75019 PHONE: (214) 488-5200 EMAIL: terry@theholmesbuilders.com R I V E R O A K S D R J E L L I C O C I R PO R T O F I N O P L VE N I C E A V E MICHAEL DR DA V I S B L V D NA P L E S D R OWNER: 400 BROCK DRIVE MARGARET J. HANEY 400 BROCK DRIVE SOUTHLAKE, TX 76092 OWNER: WIESMAN TRACT SANDRA BAGWELL 232 PR 1112 DECATUR, TX 76234 47 RESIDENTIAL LOTS 8 OPEN SPACE LOTS SURVEYOR: J.P.H. LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: (817) 431-4971 EMAIL: robertb@jphls.com EXISTING ZONING: AG & SF1A PROPOSED ZONING: RPUD SITE DATA SUMMARY CHART EXISTING ZONING EXISTING LAND USE PROPOSED ZONING NUMBER OF LOTS (RESIDENTIAL) GROSS ACREAGE DENSITY- DU/GROSS ACRE OPEN SPACE AREA % OPEN SPACE ACREAGE AG & SF1A LOW & MEDIUM DENSITY RESIDENTIAL RPUD 47 34.73 1.35 9.45 27.2% AVERAGE LOT SIZE (s.f.) 20,087 ZA17-066 LEGEND PEDESTRIAN ACCESS, DRAINAGE & UTILITY EASEMENT EMERGENCY ACCESS, PEDESTRIAN ACCESS, DRAINAGE & UTILITY EASEMENT PA,D,U ESMT EA,PA,D,U ESMT NOTE: COMPLIANCE WITH THE PROVISIONS OF THE CITY'S STORM DRAINAGE POLICY DOES NOT RELIEVE A PERSON OF THE RESPONSIBILITY OF COMPLYING WITH ALL OTHER APPLICABLE LAWS, INCLUDING, BUT NOT LIMITED TO, SECTION 11.086, TEXAS WATER CODE. BENCHMARK TEMPORARY BENCHMARK LOCATED ALONG SOUTH LAKE BLVD. (F.M. 1709), AT THE NORTHWEST PROPERTY CORNER DRIVE ISLE OF SOUTHLAKE CHURCH OF CHRIST. 49.30' TO THE EAST OF CENTER OF DRIVE ISLE Elevation = 675.43' TYPICAL LOT DETAIL 40' EA,PA,D,U ESMT 10' PA,D,U ESMT 2 31 30' BSL(TYP) 10' BSL(TYP) 10' BSL(TYP) VARIES 20' TO 30' BSL(TYP)