Niederwald Final Plat - Cayetano Development · 2019. 8. 26. · las estancias, section 2...

4
SH 21 (CAMINO REAL) 100' ROW A LOT 7 1.714 ACRES 74,655.44 SQ. FT. BLOCK "A" 883.52' S34° 31' 55"W 216.88' S2° 14' 56"W 392.72' N40° 28' 29"E 268.09' 388.25' 200.61' 940.63' CITY OF UHLAND ETJ CITY OF NIEDERWALD ETJ ARROWHEAD COVE 60' ROW EL DORADO DRIVE 60' ROW 60.00' LEGEND: B.L. = BUILDING SETBACK LINE. D.E. = DRAINAGE EASEMENT. P.U.E. = PUBLIC UTILITY EASEMENT. W.W.E. = WASTEWATER EASEMENT. O.P.R.C.C.TX. = OFFICIAL PUBLIC RECORDS OF CALDWELL COUNTY, TEXAS. P.R.C.C.TX. = PLAT RECORDS OF CALDWELL COUNTY, TEXAS. UTILITY SERVICE PROVIDERS: WATER: COUNTY LINE SPECIAL UTILITY DISTRICT WASTEWATER: COUNTY LINE SPECIAL UTILITY DISTRICT ELECTRICITY: PEDERNALES ELECTRIC COMPANY UTILITY NOTES: WWW.SPOTONSURVEYING.COM SOS J/N: 0016-18-013 OWNER: CAYETANO DEVELOPMENT, LLC ACRES: 22.731 ENGINEER: SOUTHWEST ENGINEERS, INC. SURVEYOR: SPOT ON SURVEYING, INC. LOTS: 55 - BLOCKS: 3 CENTERLINE LINEAR FOOTAGE: 1,037.0' LEWIS L. JOSEPH SURVEY, ABSTRACT NO. 164 DEVELOPMENT LOTS: 55 R.O.W.: 3 DATE PREPARED: 2019/08/26 GENERAL INFORMATION BLOCK: PROJECT SITE ADDRESS AND PID: 11200 US HIGHWAY 21, UHLAND, TX. 78640 (CCAD PID: R28923) 11207 US HIGHWAY 21, NIEDERWALD, TX. 78640 - (CCAD PID: R14813) FOUND CONCRETE TxDOT MONUMENT. MONUMENT LEGEND: SET 5/8" IRON ROD WITH CAP STAMPED "SPOT ON SURVEYING". FOUND IRON ROD WITH CAP ILLEGIBLE. FOUND 1/2" IRON ROD. A FOUND MONUMENT AS DESCRIBED. B MATCHLINE SHEET 1 MATCHLINE SHEET 2 SHEET 1 OF 4 SHEETS LAS ESTANCIAS, SECTION 2 SUBDIVISION 22.731 ACRES OUT OF THE LEWIS L. JOSEPH SURVEY, ABSTRACT NO. 164, SITUATED IN THE CITY OF NIEDERWALD, CALDWELL COUNTY, TEXAS LINETYPE LEGEND: = BOUNDARY = RIGHT OF WAY = EASEMENT = ADJOINING LOT LINES = SHEET MATCHLINE = P.U.E. SEE TYP. LOT DETAIL SHT. 1 = B.L. SEE TYP. LOT DETAIL SHT. 1 20' W.E. INST. NO. 2017-004961 O.P.R.C.C.TX. 25' P.U.E. DEDICATED HEREON N10° 43' 34"W N34° 32' 39"E 34.80' 25.00' B.L. (TYPICAL) 25.00' B.L. (TYPICAL) 10.00' B.L. (TYPICAL) 10.00' B.L. (TYPICAL) 15' P.U.E. 15' P.U.E. 15' P.U.E. 5' P.U.E. 5' P.U.E. 5' P.U.E. TYPICAL 60' ROW P.U.E. LOT DETAIL (NOT TO SCALE) STREET 60' ROW STREET 60' ROW 25' B.L. 25' B.L. 25' B.L. 10' B.L. 10' B.L. 10' B.L. 25' B.L. 25' B.L. TYPICAL LOT DETAIL (50' ROW) (NOT TO SCALE) STREET 50' ROW STREET 50' ROW 15' P.U.E. 15' P.U.E. 15' P.U.E. 25' B.L. 10' B.L. 10' B.L. 25' B.L. 15' P.U.E. TYPICAL LOT DETAIL (50' ROW) (NOT TO SCALE) CUL-DE-SAC 50' ROW VICINITY MAP NTS FM 2001 SH 21 CAMINO REAL SH 183 TOLL RD. 130 ROCKY RD. FM 2001 HOLZ RD. SCHUELKE RD. FM 2720 ROHOE RD. PROJECT SITE HIGH RD. GOFORTH RD. BUNTON LN. F.M. 150 GRIST MILL RD. BRUSHY CREEK UHLAND ETJ (TYP.) NIEDERWALD CITY LIMITS (TYP.) UHLAND CITY LIMITS (TYP.) COUNTY LINE CALDWELL COUNTY HAYS COUNTY FD. IRON ROD WITH PUNCHED CAP "ILLEGIBLE". 100.28' 194.46' CALCULATED POINT 251.68' 100.25' N E W S 0 60 60 120 30 GRAPHIC SCALE 1" = 60' 20' B.L. 20' B.L. 25' B.L. 5' B.L. 5' B.L. 5' B.L. 10' B.L. 10' B.L. TYPICAL 60' ROW B.L. LOT DETAIL (NOT TO SCALE) STREET 60' ROW STREET 60' ROW FD. IRON ROD WITH PUNCHED CAP "PRO-TECH". FD. 1/2" IRON, BENT OVER, LOCATION TAKEN AT BASE. N34° 32' 20"E 446.13' S34° 32' 20"W N34° 32' 20"E 25' P.U.E. DEDICATED HEREON

Transcript of Niederwald Final Plat - Cayetano Development · 2019. 8. 26. · las estancias, section 2...

Page 1: Niederwald Final Plat - Cayetano Development · 2019. 8. 26. · las estancias, section 2 subdivision sheet 1 of 4 sheets 22.731 acres out of the lewis l. joseph survey, abstract

SH 2

1

(CAMINO REAL)

100' ROW

A

LOT 71.714 ACRES

74,655.44 SQ. FT.

BLOCK "A"

883.

52'

S34° 3

1' 55"W

216.88'

S2° 1

4' 5

6"W

392.

72'

N40° 28' 29"E

268.09'

388.

25'

200.

61'

940.

63'

CITY

OF

UHL

AND

ETJ

CITY

OF

NIE

DERW

ALD

ETJ

ARRO

WHE

AD C

OVE

60' R

OW

EL DORADO DRIVE

60' ROW

60.00'

LEGEND:B.L. = BUILDING SETBACK LINE.D.E. = DRAINAGE EASEMENT.P.U.E. = PUBLIC UTILITY EASEMENT.W.W.E. = WASTEWATER EASEMENT.O.P.R.C.C.TX. = OFFICIAL PUBLIC RECORDS OF CALDWELL COUNTY, TEXAS.P.R.C.C.TX. = PLAT RECORDS OF CALDWELL COUNTY, TEXAS.

UTILITY SERVICE PROVIDERS:WATER: COUNTY LINE SPECIAL UTILITY DISTRICTWASTEWATER: COUNTY LINE SPECIAL UTILITY DISTRICTELECTRICITY: PEDERNALES ELECTRIC COMPANY

UTILITY NOTES:

WWW.SPOTONSURVEYING.COM

SOS J/N: 0016-18-013

OWNER: CAYETANO DEVELOPMENT, LLCACRES: 22.731ENGINEER: SOUTHWEST ENGINEERS, INC.SURVEYOR: SPOT ON SURVEYING, INC.LOTS: 55 - BLOCKS: 3CENTERLINE LINEAR FOOTAGE: 1,037.0'LEWIS L. JOSEPH SURVEY, ABSTRACT NO. 164DEVELOPMENT LOTS: 55R.O.W.: 3DATE PREPARED: 2019/08/26

GENERAL INFORMATION BLOCK:

PROJECT SITE ADDRESS AND PID:11200 US HIGHWAY 21, UHLAND, TX. 78640 (CCAD PID: R28923)11207 US HIGHWAY 21, NIEDERWALD, TX. 78640 - (CCAD PID: R14813)

FOUND CONCRETE TxDOT MONUMENT.

MONUMENT LEGEND:

SET 5/8" IRON ROD WITH CAP STAMPED "SPOT ON SURVEYING".

FOUND IRON ROD WITH CAP ILLEGIBLE.

FOUND 1/2" IRON ROD.A

FOUND MONUMENT AS DESCRIBED.

B

MATCHLINE SHEET 1MATCHLINE SHEET 2

SHEET 1 OF 4 SHEETSLAS ESTANCIAS, SECTION 2 SUBDIVISION22.731 ACRES OUT OF THE LEWIS L. JOSEPH SURVEY, ABSTRACT NO. 164,

SITUATED IN THE CITY OF NIEDERWALD, CALDWELL COUNTY, TEXAS

LINETYPE LEGEND:= BOUNDARY= RIGHT OF WAY= EASEMENT= ADJOINING LOT LINES= SHEET MATCHLINE= P.U.E. SEE TYP. LOT DETAIL SHT. 1= B.L. SEE TYP. LOT DETAIL SHT. 1

20' W.E.

INST. NO. 2017-004961

O.P.R.C.C.TX.25' P.U.E.

DEDICATED

HEREON

N10

° 43'

34"

W

N34° 32' 39"E34.80'

25.00' B.L.

(TYP

ICAL)

25.0

0' B

.L. (

TYPI

CAL)

10.0

0' B

.L.

(TYP

ICAL

)

10.00' B.L.

(TYPICAL)

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

TYPICAL 60' ROW P.U.E. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

W

STREET60' ROW

25' B.L. 25' B.L.

25' B

.L.

10' B

.L.

10' B

.L.

10' B

.L.

25' B.L. 25' B.L.

TYPICAL LOT DETAIL(50' ROW)

(NOT TO SCALE)

STRE

ET50

' RO

W

STREET50' ROW

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

25' B.L.

10' B

.L.10' B

.L.

25' B.L.15' P.U.E.

TYPICAL LOT DETAIL(50' ROW)

(NOT TO SCALE)

CUL-DE-SAC50' ROW

VICINITY MAPNTS

FM 2

001

SH 21

CAMINO REAL

SH 1

83

TOLL

RD.

130ROCKY RD.

FM 2001

HO

LZ R

D.

SCH

UEL

KE R

D.

FM 2720

ROHOE RD.

PROJECT SITE

HIGH RD.

GOFORTH RD.

BUNTON LN.

F.M. 150

GRIST MILL RD.

BRUSHY

CREEK

UHLANDETJ(TYP.)

NIEDERWALDCITY LIMITS

(TYP.)UHLANDCITY

LIMITS(TYP.)

COUNTYLINE

CALDWELLCOUNTY

HAYSCOUNTY

FD. IRON ROD WITHPUNCHED CAP "ILLEGIBLE".

100.28'

194.46'

CALCULATED POINT

251.68' 100.25'

N

E

W

S

060 60 12030

GRAPHIC SCALE1" = 60'

20' B.L. 20' B.L.

25' B

.L.

5' B

.L.

5' B

.L.

5' B

.L.

10' B.L. 10' B.L.

TYPICAL 60' ROW B.L. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

W

STREET60' ROW

FD. IRON ROD WITHPUNCHED CAP "PRO-TECH".

FD. 1/2" IRON, BENT OVER,LOCATION TAKEN AT BASE.

N34° 32' 2

0"E

446.13'

S34° 3

2' 20"W

N34° 32' 2

0"E

25' P.U.E.

DEDICATED

HEREON

AutoCAD SHX Text
LOT 25 BLOCK A
AutoCAD SHX Text
PROPOSED - STILL IN REVIEW LAS ESTANCIAS 2 SUBDIVISION, PLAT CABINET ___, SLIDE ______ (P.R.C.C.TX.)
AutoCAD SHX Text
LOT 4 BLOCK D
AutoCAD SHX Text
LOT 5 BLOCK D
AutoCAD SHX Text
LOT 6 BLOCK D
AutoCAD SHX Text
LOT 7 BLOCK D
AutoCAD SHX Text
LOT 8 BLOCK D
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LOT 9 BLOCK D
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LOT 10 BLOCK D
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LOT 11 BLOCK D
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LOT 12 BLOCK D
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JOHN A. HALL 4.237 ACRES DOC. NO. 076410 VOL. 517, PG. 269 O.P.R.C.C.TX.
Page 2: Niederwald Final Plat - Cayetano Development · 2019. 8. 26. · las estancias, section 2 subdivision sheet 1 of 4 sheets 22.731 acres out of the lewis l. joseph survey, abstract

LOT 60.562 ACRES

24,464.15 SQ. FT.

LOT 50.338 ACRES

14,722.21 SQ. FT.

LOT 40.374 ACRES

16,274.36 SQ. FT.

LOT 30.373 ACRES

16,260.87 SQ. FT.

LOT 20.373 ACRES

16,247.39 SQ. FT.

LOT 10.376 ACRES

16,366.26 SQ. FT.LOT 8

0.235 ACRES10,255.48 SQ. FT.

LOT 310.345 ACRES

15,029.73 SQ. FT.

LOT 10.332 ACRES

14,471.91 SQ. FT.

LOT 20.333 ACRES

14,525.18 SQ. FT.

LOT 300.345 ACRES

15,031.48 SQ. FT.

LOT 290.345 ACRES

15,031.48 SQ. FT.

LOT 280.345 ACRES

15,031.48 SQ. FT.

LOT 270.345 ACRES

15,031.48 SQ. FT.

LOT 30.333 ACRES

14,525.18 SQ. FT.

LOT 40.333 ACRES

14,525.18 SQ. FT.

LOT 50.333 ACRES

14,525.18 SQ. FT.

BLOCK "A"

BLOCK "B"

1983

.43'

S79° 15' 32"W 183.03'

N10

° 43'

34"

W

S2° 1

4' 5

6"W

C2

C 1

2217

.88'

N40° 28' 29"E

268.09'

N78° 09' 46"E 195.74'

N79° 06' 58"E 232.59'

N79° 06' 58"E 232.39'

N79° 06' 58"E 232.20'

N79° 06' 58"E 232.01'

C12

C13

C142.80'

200.

61'

71.7

7'70

.00'

70.0

0'70

.00'

70.0

0'57

.11'

40.5

2'

56.4

6'70

.00'

70.0

0'70

.00'

216.72'

1129

.81'

269.

26'

1161

.11'

57.0

6'72

.44'

72.4

4'72

.44'

72.4

4' 70.0

0'70

.00'

70.0

0'70

.00'

192.61'55

.58'

73.3

6'72

.44'

72.4

4'72

.44'

72.4

4'

70.0

0'70

.00'

70.0

0'70

.00'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

1132

.41'

CONCHAS STREET50' ROW

CONCHAS STREET60' ROW

15.00' W.W.E.

EL D

ORA

DO D

RIVE

60' R

OW

CONCHAS STREET50' ROW

B B

60.00'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

80.0

0'

80.0

0'

N78° 43' 45"E 385.01'

N78° 43' 45"E 385.01'

168.29'

192.41'

69.2

8'

C3

C4

C21

C22

MATCHLINE SHEET 2MATCHLINE SHEET 3

LAS ESTANCIAS, SECTION 2 SUBDIVISION22.731 ACRES OUT OF THE LEWIS L. JOSEPH SURVEY, ABSTRACT NO. 164,

SITUATED IN THE CITY OF NIEDERWALD, CALDWELL COUNTY, TEXAS

SHEET 2 OF 4 SHEETS

WWW.SPOTONSURVEYING.COM

SOS J/N: 0016-18-013

B

B.L. = BUILDING SETBACK LINE.D.E. = DRAINAGE EASEMENT.P.U.E. = PUBLIC UTILITY EASEMENT.W.W.E. = WASTEWATER EASEMENT.O.P.R.C.C.TX. = OFFICIAL PUBLIC RECORDS OF CALDWELL COUNTY, TEXAS.P.R.C.C.TX. = PLAT RECORDS OF CALDWELL COUNTY, TEXAS.

MONUMENT LEGEND:

LEGEND:

SET 5/8" IRON ROD WITH CAP STAMPED"SPOT ON SURVEYING".

FOUND MONUMENT AS DESCRIBED.

A

FOUND CONCRETE TxDOT MONUMENT.

FOUND 1/2" IRON ROD.

FOUND IRON ROD WITH CAP ILLEGIBLE.

LINETYPE LEGEND:= BOUNDARY= RIGHT OF WAY= EASEMENT= ADJOINING LOT LINES= SHEET MATCHLINE= P.U.E. SEE TYP. LOT DETAIL SHT. 1= B.L. SEE TYP. LOT DETAIL SHT. 1

MATCHLINE SHEET 1MATCHLINE SHEET 2

N

E

W

S

060 60 12030

GRAPHIC SCALE1" = 60'

ARRO

WHE

AD C

OVE

60' R

OW

S10°

53'

02"

ES1

0° 5

3' 0

2"E

S10°

53'

02"

E

N10

° 53'

02"

W

N10

° 53'

02"

W

S10°

53'

02"

E

940.

63'

N10

° 43'

34"

W

10.0

0' B

.L.

(TYP

ICAL

)

10.00' B.L.

(TYPICAL)

25.00' B.L.(TYPICAL)

15.00' P.U.E.(TYPICAL)

10.00' B.L. (TYPICAL)

25.0

0' B

.L.

(TYP

ICAL

)

10.00' B.L. (TYPICAL)

25.0

0' B

.L.

(TYP

ICAL

)

15.00' P.U.E.(TYPICAL)

10.00' B.L. (TYPICAL)

25.0

0' B

.L.

(TYP

ICAL

)

10.00' B.L. (TYPICAL)

25.0

0' B

.L.

(TYP

ICAL

)

15.00' P.U.E.(TYPICAL)

15.00' P.U.E. (TYPICAL)

5.00' B.L. & P.U.E. (TYPICAL)

5.00' B.L. & P.U.E. (TYPICAL)

10.00' B.L.(TYPICAL)

20.0

0' B

.L.

(TYP

ICAL

)

15.00' P.U.E.(TYPICAL)

RUST

LER

PASS

50' R

OW

25.00' B.L. (TYPICAL) 25.00' B.L. (TYPICAL)

5.00' B.L. & P.U.E. (TYPICAL)

10.00' B.L.(TYPICAL)

20.0

0' B

.L.

(TYP

ICAL

)

25' B.L. 25' B.L.

25' B

.L.

10' B

.L.

10' B

.L.

10' B

.L.

25' B.L. 25' B.L.

TYPICAL LOT DETAIL(50' ROW)

(NOT TO SCALE)

STRE

ET50

' RO

W

STREET50' ROW

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

25' B.L.

10' B

.L.10' B

.L.

25' B.L.15' P.U.E.

TYPICAL LOT DETAIL(50' ROW)

(NOT TO SCALE)

CUL-DE-SAC

CITY

OF

UH

LAN

D ET

J

CITY OF NIEDERWALD

60.00'

N

RUST

LER

PASS

50' R

OW

CALCULATED POINT

59.97'

110.

95'

50.00'

128.

96'

20' B.L. 20' B.L.

25' B

.L.

5' B

.L.

5' B

.L.

5' B

.L.

10' B.L. 10' B.L.

TYPICAL 60' ROW B.L. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

W

STREET60' ROW

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

TYPICAL 60' ROW P.U.E. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

WSTREET60' ROW

N10

° 53'

02"

W10

74.0

4'96

3.09

'

FD. IRON ROD WITHCAP "RPLS 4160".

N10

° 53'

02"

WS1

0° 5

3' 0

2"E

N10

° 53'

02"

W11

27.9

1'S1

0° 5

3' 0

2"E

50.00'

272.

43'

145.

42'

127.

01'

S10°

53'

02"

EN

10° 5

3' 0

2"W

S10°

53'

02"

ES1

0° 5

3' 0

2"E

998.

95'

AutoCAD SHX Text
LAS ESTANCIAS SUBDIVISION, PLAT CABINET C, SLIDE 96, (P.R.C.C.TX.)
AutoCAD SHX Text
LOT 23 BLOCK A
AutoCAD SHX Text
LOT 25 BLOCK A
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LOT 24 BLOCK A
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PROPOSED - STILL IN REVIEW LAS ESTANCIAS 2 SUBDIVISION, PLAT CABINET ___, SLIDE ______ (P.R.C.C.TX.)
AutoCAD SHX Text
LOT 19 BLOCK A
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LOT 19 BLOCK B
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LOT 20 BLOCK B
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LOT 21 BLOCK B
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LOT 20 BLOCK A
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LOT 21 BLOCK A
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LOT 22 BLOCK A
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LOT 3 BLOCK D
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LOT 2 BLOCK D
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LOT 1 BLOCK D
AutoCAD SHX Text
LOT 4 BLOCK D
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LOT 11 BLOCK D
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LOT 12 BLOCK D
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Page 3: Niederwald Final Plat - Cayetano Development · 2019. 8. 26. · las estancias, section 2 subdivision sheet 1 of 4 sheets 22.731 acres out of the lewis l. joseph survey, abstract

LOT 280.345 ACRES

15,031.48 SQ. FT.

LOT 270.345 ACRES

15,031.48 SQ. FT.

LOT 260.345 ACRES

15,031.48 SQ. FT.

LOT 250.345 ACRES

15,031.48 SQ. FT.

LOT 240.345 ACRES

15,031.48 SQ. FT.

LOT 230.345 ACRES

15,031.48 SQ. FT.

LOT 220.345 ACRES

15,031.48 SQ. FT.

LOT 210.345 ACRES

15,031.48 SQ. FT.

LOT 200.345 ACRES

15,031.48 SQ. FT.

LOT 190.345 ACRES

15,031.48 SQ. FT.

LOT 180.345 ACRES

15,031.48 SQ. FT.

LOT 170.345 ACRES

15,031.48 SQ. FT.

LOT 160.349 ACRES

15,221.78 SQ. FT.

LOT 40.333 ACRES

14,525.18 SQ. FT.

LOT 50.333 ACRES

14,525.18 SQ. FT.

LOT 60.333 ACRES

14,525.18 SQ. FT.

LOT 70.864 ACRES

37,646.18 SQ. FT.

LOT 80.333 ACRES

14,525.18 SQ. FT.

LOT 90.333 ACRES

14,525.18 SQ. FT.

LOT 100.333 ACRES

14,525.18 SQ. FT.

LOT 110.333 ACRES

14,525.18 SQ. FT.

LOT 120.333 ACRES

14,525.18 SQ. FT.

LOT 130.333 ACRES

14,525.18 SQ. FT.

LOT 140.333 ACRES

14,525.18 SQ. FT.

LOT 150.334 ACRES

14,561.36 SQ. FT.

BLOCK "B"

BLOCK "B"

S10°

53'

02"

E

72.4

4'72

.44'

72.4

4'72

.44'

72.4

4'72

.44'

72.4

4'72

.44'

72.4

4'72

.44'

72.4

4'72

.44'

58.5

9'

55.4

1'

70.0

0'70

.00'

70.0

0'70

.00'

70.0

0'70

.00'

70.0

0'18

1.42

'70

.00'

70.0

0'70

.00'

192.50'

N79° 06' 58"E 207.50'

72.4

4'72

.44'

72.4

4'

70.0

0'70

.00'

70.0

0'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

73.5

9'72

.44'

72.4

4'72

.44'

72.4

4'72

.44'

70.0

0'70

.00'

70.0

0'70

.00'

70.0

0'70

.00'

70.0

0'18

1.42

'

72.4

4'72

.44'

72.4

4'72

.44'

RUST

LER

PASS

50' R

OW

CURVE TABLECURVE #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

DELTA

59°37'42"

136°29'43"

90°23'13"

89°36'47"

90°00'00"

90°00'00"

90°00'00"

90°00'00"

57°46'09"

295°32'17"

57°46'09"

38°13'32"

37°41'17"

60°34'54"

62°25'41"

37°12'34"

48°07'53"

47°23'18"

46°20'16"

54°02'34"

89°36'47"

90°23'13"

90°00'00"

90°00'00"

RADIUS

15.00'

60.00'

15.00'

15.00'

15.00'

15.00'

15.00'

15.00'

15.00'

60.00'

15.00'

60.00'

60.00'

60.00'

60.00'

60.00'

60.00'

60.00'

60.00'

60.00'

15.00'

15.00'

15.00'

15.00'

LENGTH

15.61'

142.94'

23.66'

23.46'

23.56'

23.56'

23.56'

23.56'

15.12'

309.49'

15.12'

40.03'

39.47'

63.44'

65.37'

38.97'

50.40'

49.62'

48.52'

56.59'

23.46'

23.66'

23.56'

23.56'

CHD BRG

S18° 55' 49"W

S19° 30' 12"E

N56° 04' 38"W

N33° 55' 22"E

N55° 53' 02"W

N34° 06' 58"E

N55° 53' 02"W

N34° 06' 58"E

N50° 13' 54"E

S10° 53' 02"E

N71° 59' 57"W

N68° 38' 17"W

N30° 40' 53"W

N18° 27' 13"E

S52° 33' 40"W

N77° 37' 12"W

N34° 56' 58"W

N12° 48' 37"E

N59° 40' 24"E

S70° 08' 10"E

S33° 55' 22"W

S56° 04' 38"E

S34° 06' 58"W

S55° 53' 02"E

CHD LENGTH

14.92'

111.46'

21.28'

21.14'

21.21'

21.21'

21.21'

21.21'

14.49'

64.00'

14.49'

39.29'

38.76'

60.53'

62.19'

38.28'

48.93'

48.22'

47.21'

54.52'

21.14'

21.28'

21.21'

21.21'GANADO DRIVE

ARRO

WHE

AD C

OVE

60' R

OW

15.00' W.W.E.

59.97'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 207.50'

N79° 06' 58"E 385.01'

80.0

0'

80.0

0'

C5 C23

192.50'

70.4

1'

MATCHLINE SHEET 2MATCHLINE SHEET 3

LAS ESTANCIAS, SECTION 2 SUBDIVISION22.731 ACRES OUT OF THE LEWIS L. JOSEPH SURVEY, ABSTRACT NO. 164,

SITUATED IN THE CITY OF NIEDERWALD, CALDWELL COUNTY, TEXAS

BASIS OF BEARINGS:THE BASIS OF BEARINGS OF THIS SURVEY SHOWN HEREON, IS THE TEXAS COORDINATE SYSTEM NAD83, TEXAS SOUTHCENTRAL ZONE, UTILIZING STATIC OBSERVATIONS AND CORRECTIONS PERFORMED BY THE NGS-OPUS WEBSITE.

SURVEYORS NOTE:ALL DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED.

THE COUNTY IS NOT RESPONSIBLE MAINTENANCE OF PARKS, OPEN SPACE, OR DRAINAGE EASEMENTS UNLESSOTHERWISE AGREED TO BY THE COMMISSIONERS COURT.

FLOOD ZONE INFORMATION:

BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED, ________________________________ ,KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT ANDACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN STATED.

GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE ____ DAY OF __________ , 20___ , A.D.

________________________________________________________NOTARY PUBLIC DATEIN AND FOR THE STATE OF _____________

COUNTY OF _____________§STATE OF TEXAS §

OWNER'S CERTIFICATION:

KNOWN ALL MEN BY THESE PRESENTS:

I, THE UNDERSIGNED, OWNER OF LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE LAS ESTANCIAS,SECTION 2 SUBDIVISION IN THE CITY OF NIEDERWALD, TEXAS, AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBYDEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTSAND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.

_______________________________________________________________MATHEW LONG, PRESIDENT DATECAYENTANO DEVELOPMENT, LLC2211 HANCOCK DRIVEAUSTIN, TEXAS 78756(512) 600-3119

COUNTY OF _____________§STATE OF TEXAS § KNOWN ALL MEN BY THESE PRESENTS:

NO PORTION OF THIS TRACT IS WITHIN THE BOUNDARIES OF THE 100 YEAR FLOOD PLAIN OF ANY WATERWAY THAT ISWITHIN THE LIMITS OF STUDY OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAPNO. 48055C0100E, DATED JUNE 19, 2012, THIS TRACT FALLS WITHIN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE 0.2%ANNUAL CHANCE FLOODPLAIN).

KNOWN ALL MEN BY THESE PRESENTS:STATE OF TEXAS §

COUNTY LINE SPECIAL UTILITY DISTRICT, AN APPROVED PUBLIC WATER SUPPLY SYSTEM, HAS ADEQUATE QUANTITY TOSUPPLY THE SUBDIVISION AND PROVISIONS HAVE BEEN MADE TO PROVIDE SERVICE TO EACH LOT IN ACCORDANCEWITH THE POLICIES OF THE WATER SUPPLY SYSTEM.

_______________________________________________________________COUNTY LINE S.U.D., REPRESENTATIVE DATE

COUNTY OF _____________§

WATER COMPANY NOTE:

FOUND CONCRETE TxDOT MONUMENT.

LEGEND:B.L. = BUILDING SETBACK LINE.D.E. = DRAINAGE EASEMENT.P.U.E. = PUBLIC UTILITY EASEMENT.W.W.E. = WASTEWATER EASEMENT.O.P.R.C.C.TX. = OFFICIAL PUBLIC RECORDS OF CALDWELL COUNTY, TEXAS.P.R.C.C.TX. = PLAT RECORDS OF CALDWELL COUNTY, TEXAS.

FOUND MONUMENT AS DESCRIBED.

FOUND IRON ROD WITH CAP ILLEGIBLE.

MONUMENT LEGEND:

SET 5/8" IRON ROD WITH CAP STAMPED "SPOT ON SURVEYING".

B FOUND 1/2" IRON ROD.A

22.731 ACRES BEING ALL OF THAT CERTAIN 9.828 ACRE TRACT OF LAND CONVEYED TO CAYETANO DEVELOPMENT,LLC IN DOCUMENT NO. 2019-004163, (O.P.R.C.C.TX.) AND A PORTION OF THAT CERTAIN 148.959 ACRE TRACT OFLAND CONVEYED TO CAYETANO DEVELOPMENT, LLC IN DOCUMENT NO. 2019-002616, (O.P.R.C.C.TX.).

LEGAL DESCRIPTION:

SHEET 3 OF 4 SHEETS

WWW.SPOTONSURVEYING.COM SOS J/N: 0016-18-013

MATCHLINE SHEET 3MATCHLINE SHEET 4

LINETYPE LEGEND:= BOUNDARY= RIGHT OF WAY= EASEMENT= ADJOINING LOT LINES= SHEET MATCHLINE= P.U.E. SEE TYP. LOT DETAIL SHT. 1= B.L. SEE TYP. LOT DETAIL SHT. 1

S10°

53'

02"

E11

29.8

1'

N10

° 53'

02"

W11

32.4

1'

1161

.11'

15.00' W.W.E.

5.00' B.L. & P.U.E. (TYPICAL)

5.00' B.L. & P.U.E. (TYPICAL)

10.00' B.L.(TYPICAL)

20.0

0' B

.L. (

TYPI

CAL)

15.00' P.U.E.(TYPICAL)

10.00' B.L. (TYPICAL)

25.0

0' B

.L.

(TYP

ICAL

)

10.00' B.L. (TYPICAL)

25.0

0' B

.L.

(TYP

ICAL

)

15.00' P.U.E.(TYPICAL)

5.00' B.L. &P.U.E. (TYPICAL)

10.00' B.L.(TYPICAL)

20.00' B.L.(TYPICAL)

15.00' P.U.E.(TYPICAL)

25.00' B.L. (TYPICAL)

15.00' P.U.E. (TYPICAL)

10.00' B.L. (TYPICAL)

25.00' B.L.(TYPICAL)

25.00' B.L. (TYPICAL)

25.00' B.L.(TYPICAL)

15.00' P.U.E.(TYPICAL)

15.00' P.U.E. (TYPICAL)

25' B.L. 25' B.L.

25' B

.L.

10' B

.L.

10' B

.L.

10' B

.L.

25' B.L. 25' B.L.

TYPICAL LOT DETAIL(50' ROW)

(NOT TO SCALE)

STRE

ET50

' RO

W

STREET50' ROW

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

CITY

OF

UH

LAN

D ET

J CITY OF NIEDERWALD

N

E

W

S

060 6030

GRAPHIC SCALE1" = 60'

CALCULATED POINT

20' B.L. 20' B.L.

25' B

.L.

5' B

.L.

5' B

.L.

5' B

.L.

10' B.L. 10' B.L.

TYPICAL 60' ROW B.L. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

W

STREET60' ROW

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

TYPICAL 60' ROW P.U.E. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

W

STREET60' ROW

50.00'

WATER AND WASTEWATER NOTE:NO LOT IN THIS SUBDIVISION SHALL BE OCCUPIED UNTIL CONNECTED TO A CITY APPROVED WATER ANDWASTEWATER SYSTEM.

N10

° 53'

02"

W10

74.0

4'FD

. IRO

N R

OD

WIT

HCA

P "R

PLS

4160

".96

3.09

'S1

0° 5

3' 0

2"E

S10°

53'

02"

ES1

0° 5

3' 0

2"E

1127

.91'

998.

95'

S10°

53'

02"

E

HOME ORIENTATION NOTE NOTE:FOR MANUFACTURED RESIDENCES ONLY, THE FRONT DOOR MAY FACE EITHER THE FRONTOR THE SIDE OF THE LOT.FOR SITE-BUILT HOME RESIDENCES, THE FRONT DOOR MUST FACE THE FRONT OF THE LOT.

AutoCAD SHX Text
LAS ESTANCIAS SUBDIVISION, PLAT CABINET C, SLIDE 96, (P.R.C.C.TX.)
AutoCAD SHX Text
PROPOSED - STILL IN REVIEW LAS ESTANCIAS 2 SUBDIVISION, PLAT CABINET ___, SLIDE ______ (P.R.C.C.TX.)
AutoCAD SHX Text
LOT 20 BLOCK B
AutoCAD SHX Text
LOT 21 BLOCK B
AutoCAD SHX Text
LOT 22 BLOCK B
AutoCAD SHX Text
LOT 23 BLOCK B
AutoCAD SHX Text
LOT 24 BLOCK B
AutoCAD SHX Text
LOT 25 BLOCK B
AutoCAD SHX Text
LOT 26 BLOCK B
AutoCAD SHX Text
LOT 27 BLOCK B
AutoCAD SHX Text
LOT 28 BLOCK B
AutoCAD SHX Text
LOT 29 BLOCK B
AutoCAD SHX Text
LOT 30 BLOCK B
AutoCAD SHX Text
LOT 31 BLOCK B
AutoCAD SHX Text
LOT 32 BLOCK B
AutoCAD SHX Text
LOT 58 BLOCK A
AutoCAD SHX Text
LOT 59 BLOCK A
AutoCAD SHX Text
LOT 60 BLOCK A
AutoCAD SHX Text
LOT 61 BLOCK A
AutoCAD SHX Text
LOT 62 BLOCK A
AutoCAD SHX Text
LOT 63 BLOCK A
AutoCAD SHX Text
LOT 64 BLK A
Page 4: Niederwald Final Plat - Cayetano Development · 2019. 8. 26. · las estancias, section 2 subdivision sheet 1 of 4 sheets 22.731 acres out of the lewis l. joseph survey, abstract

0.345 ACRES15,031.48 SQ. FT.

LOT 160.349 ACRES

15,221.78 SQ. FT.

0.333 ACRES14,525.18 SQ. FT.

LOT 150.334 ACRES

14,561.36 SQ. FT.

LOT 140.295 ACRES

12,861.97 SQ. FT.

LOT 150.326 ACRES

14,200.33 SQ. FT.

LOT 160.326 ACRES

14,188.12 SQ. FT.

LOT 130.514 ACRES

22,395.86 SQ. FT.

LOT 120.506 ACRES

22,042.55 SQ. FT.

LOT 110.520 ACRES

22,640.58 SQ. FT.

LOT 100.477 ACRES

20,787.51 SQ. FT.

LOT 90.331 ACRES

14,433.87 SQ. FT.

LOT

70.

334

ACRE

S14

,550

.06

SQ. F

T.

LOT

80.

333

ACRE

S14

,500

.98

SQ. F

T.

LOT

60.

328

ACRE

S14

,266

.70

SQ. F

T.

LOT

50.

329

ACRE

S14

,320

.75

SQ. F

T.

LOT

40.

329

ACRE

S14

,320

.75

SQ. F

T.

LOT

30.

329

ACRE

S14

,320

.75

SQ. F

T.

LOT

20.

329

ACRE

S14

,320

.75

SQ. F

T.

LOT

10.

329

ACRE

S14

,324

.87

SQ. F

T.

BLOCK "C"

BLOCK "C"

N80° 19' 58"E 212.42'

N10

° 53'

02"

W

S10°

53'

02"

E

N79° 15' 26"E 202.60'N10° 44' 34"W13.32'

80.0

0'

N79° 06' 58"E 128.49' C 9

C10

C 11N79° 06' 58"E 128.49'

384.

32'

194.

49'

S10°

53'

02"

E

72.4

4'58

.59'

55.4

1'

70.0

0'

192.50'

N79° 06' 58"E 207.50'N79° 06' 58"E 207.50'

73.5

9'72

.44'

70.0

0'

54.10' 69.13' 69.13' 69.13' 69.13'

192.

16'

70.47' 70.00' 85.38' 189.15'

N79° 15' 33"E 202.95'

N79° 15' 33"E 202.78'

70.0

0'35

.12'

70.0

0'

55.47' 70.00'

161.

80'

69.10' 69.13' 69.13' 69.13'

207.

16'

69.13'69.38'

192.

16'

N10

° 53'

02"

W20

7.16

'

N10

° 53'

02"

W20

7.16

'

N10

° 53'

02"

W20

7.16

'

N10

° 53'

02"

W20

7.16

'

54.38'

232.

16'

226.

18'

70.0

0'70

.00'

54.4

9'19

2.16

'

N10

° 53'

02"

W20

7.16

'

N10

° 53'

02"

W20

7.16

'

N6°

13'

29"

W17

2.93

'

N30° 5

9' 05

"E

251.7

5'

N79° 06' 58"E 148.07'

S53° 29' 44"E

247.33'

N10

° 44'

34"

W

175

.12'

3.02'

C 15 C 16

C17

C18

C 19C 20

650.

50'

N79° 06' 58"E 415.00'

RUST

LER

PASS

50' R

OW

GANADO DRIVE50' ROW

GANADO DRIVE50' ROW

LA QUINTA COVE50' ROW

15.00' D.E.

15.00' D.E.

ARRO

WHE

AD C

OVE

60' R

OW

B

59.97'

N79° 06' 58"E 385.01'

N79° 06' 58"E 385.01'

80.0

0'

80.0

0'

C5

C6

C23

C24

192.50'

70.4

1'

WWW.SPOTONSURVEYING.COM

SOS J/N: 0016-18-013

BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED, ________________________________ ,KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT ANDACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN STATED.

GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE ____ DAY OF __________ , 20___ , A.D.

________________________________________________________NOTARY PUBLIC DATEIN AND FOR THE STATE OF _____________

COUNTY OF _____________§STATE OF TEXAS §

OWNER'S NOTE:

KNOWN ALL MEN BY THESE PRESENTS:

I, THE UNDERSIGNED OWNER OF THE LAND SHOWN ON THIS PLAT, WARRANT THAT ANY RIGHT, PRIVILEGE, OBLIGATION,OR REMEDY GRANTED TO ME BY THE SUBDIVISION ORDINANCE AND OTHER RELEVANT LAWS OF THE CITY OFNIEDERWALD, TEXAS, SHALL ALSO RUN IN FAVOR OF MY SUCCESSORS IN INTEREST, ASSIGNS, AGENTS, EMPLOYEES, ORANY PERSON ACTING PURSUANT TO THE DIRECTIONS OF ANY OF THE FOREGOING, OR UNDER COLOR OF SAME.

_______________________________________________________________MATHEW LONG, PRESIDENT DATECAYENTANO DEVELOPMENT, LLC2211 HANCOCK DRIVEAUSTIN, TEXAS 78756(512) 600-3119

COUNTY OF _____________§STATE OF TEXAS § KNOWN ALL MEN BY THESE PRESENTS:

CITY CERTIFICATION:THIS PLAT, LAS ESTANCIAS, SECTION 2 SUBDIVISION, HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY COUNCILOF THE CITY OF NIEDERWALD, TEXAS, AND IS HEREBY APPROVED BY SUCH COUNCIL ON THE ____ DAY OF____________________ , 20____ .

___________________________________________MAYOR, ATTEST

___________________________________________BY: CITY SECRETARY

I, TERESA RODRIGUEZ, COUNTY CLERK OF CALDWELL COUNTY, TEXAS, DO HEREBY CERTIFY THAT THE FOREGOINGINSTRUMENT OF WRITING WITH ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE ON THE____ DAY OF _______________ , 20___ , A.D., AT _______ O'CLOCK ___ . M., IN THE PLAT RECORDS OF CALDWELLCOUNTY, TEXAS AS INSTRUMENT NO. _________________________.

WITNESS MY HAND AND SEAL OF OFFICE, THIS THE ____ DAY OF _________________ , 20___ , A.D.

______________________________________TERESA RODRIGUEZCOUNTY CLERKCALDWELL COUNTY, TEXAS

COUNTY OF CALDWELL §STATE OF TEXAS § KNOWN ALL MEN BY THESE PRESENTS:

6375SCOTT A. HAHN

ST

ATE OF TEXAS

L A

ND S URV EYOR

R

E GI S T E R E D

PR

O F E S S I ON A

L

SURVEYOR'S CERTIFICATION:I, SCOTT A. HAHN, AM REGISTERED IN THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF LAND SURVEYING, ANDDO HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THEPROPERTY MADE UNDER MY SUPERVISION AND THAT THE MONUMENTS WERE PROPERLY PLACED UNDER MYSUPERVISION.

_____________________________________________________SCOTT A. HAHN DATETEXAS REGISTRATION NO. 6375SPOT ON SURVEYING, INC.614 JERRYS LANEBUDA, TX. 78610(512) 523-8092TBPLS FIRM NO.: 10193894

ENGINEER'S CERTIFICATION:I, TRAVIS FLAKE, AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OFENGINEERING, AND HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT TOTHE MATTERS OF STREETS, LOTS AND DRAINAGE LAYOUT, AND IS TRUE AND CORRECT TO THE BEST OF MYKNOWLEDGE.

________________________________________ DATE:_______________TRAVIS FLAKE - P.E. 109871SOUTHWEST ENGINEERS, INC.205 CIMARRON PARK LOOP, SUITE BBUDA, TX. 78610(512) 312-4336TEXAS FIRM NO.: F-1909

STATE OF TEXAS

OISSEFO

RP

NA LGI N

EER

EN

109871Travis Flake

L

I C E N S E D

LAS ESTANCIAS, SECTION 2 SUBDIVISION22.731 ACRES OUT OF THE LEWIS L. JOSEPH SURVEY, ABSTRACT NO. 164,

SITUATED IN THE CITY OF NIEDERWALD, CALDWELL COUNTY, TEXAS

SHEET 4 OF 4 SHEETS

FOUND CONCRETE TxDOT MONUMENT.

LEGEND:B.L. = BUILDING SETBACK LINE.D.E. = DRAINAGE EASEMENT.P.U.E. = PUBLIC UTILITY EASEMENT.W.W.E. = WASTEWATER EASEMENT.O.P.R.C.C.TX. = OFFICIAL PUBLIC RECORDS OF CALDWELL COUNTY, TEXAS.P.R.C.C.TX. = PLAT RECORDS OF CALDWELL COUNTY, TEXAS.

FOUND MONUMENT AS DESCRIBED.

FOUND IRON ROD WITH CAP ILLEGIBLE.

MONUMENT LEGEND:

SET 5/8" IRON ROD WITH CAPSTAMPED "SPOT ON SURVEYING".

B FOUND 1/2" IRON ROD.A

MATCHLINE SHEET 3MATCHLINE SHEET 4

LINETYPE LEGEND:= BOUNDARY= RIGHT OF WAY= EASEMENT= ADJOINING LOT LINES= SHEET MATCHLINE= P.U.E. SEE TYP. LOT DETAIL SHT. 1= B.L. SEE TYP. LOT DETAIL SHT. 1

C7

C8

S10°

53'

02"

E22

17.8

8'

S10°

53'

02"

ES1

0° 5

3' 0

2"E

N10

° 53'

02"

W

N10

° 53'

02"

W

1983

.43'

15.00' W.W.E.

5.00' B.L. &P.U.E. (TYPICAL)

10.00' B.L.(TYPICAL)

20.00' B.L.(TYPICAL)

15.00' P.U.E.(TYPICAL)

25.00' B.L. (TYPICAL)

15.00' P.U.E. (TYPICAL)

10.00' B.L. (TYPICAL)

25.00' B.L.(TYPICAL)

25.00' B.L. (TYPICAL)

25.00' B.L.(TYPICAL)

15.00' P.U.E.(TYPICAL)

15.00' P.U.E. (TYPICAL)

15.00' P.U.E.(TYPICAL)

25.00' B.L.(TYPICAL)

10.0

0' B

.L. (

TYPI

CAL)

10.0

0' B

.L. (

TYPI

CAL)

25.00' B.L.(TYPICAL)

25.0

0' B

.L. (

TYPI

CAL)

15.0

0' P

.U.E

. (TY

PICA

L)

10.0

0' B

.L. (

TYPI

CAL)

25.00' B.L.(TYPICAL)

25.00' B.L.(TYPICAL)

10.00' B.L. (TYPICAL)

60.00'

25.00' B.L.(TYPICAL)

25.00' B.L.(TYPICAL)

15.00' P.U.E. (TYPICAL)

15.00' P.U.E.(TYPICAL)

25.00' B.L.(TYPICAL)

10.00' B.L. (TYPICAL)

10.00' B.L. (TYPICAL) 25.0

0' B

.L. (

TYPI

CAL)

15.00' P.U.E.(TYPICAL)

25' B.L. 25' B.L.

25' B

.L.

10' B

.L.

10' B

.L.

10' B

.L.

25' B.L. 25' B.L.

TYPICAL LOT DETAIL(50' ROW)

(NOT TO SCALE)

STRE

ET50

' RO

W

STREET50' ROW

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

25' B.L.

10' B

.L.10' B

.L.

25' B.L.15' P.U.E.

TYPICAL LOT DETAIL(50' ROW)

(NOT TO SCALE)

CUL-DE-SAC

CITY

OF

UH

LAN

D ET

J

CITY

OF

NIE

DERW

ALD

N

E

W

S

060 60 12030

GRAPHIC SCALE1" = 60'

25.00' B.L. (TYPICAL)

50.00'

CALCULATED POINT

15' P.U.E. 15' P.U.E.

15' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

5' P

.U.E

.

TYPICAL 60' ROW P.U.E. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

W

STREET60' ROW

20' B.L. 20' B.L.

25' B

.L.

5' B

.L.

5' B

.L.

5' B

.L.

10' B.L. 10' B.L.

TYPICAL 60' ROW B.L. LOT DETAIL(NOT TO SCALE)

STRE

ET60

' RO

W

STREET60' ROW

SHEET 4 OF 4 SHEETS

FD. I

RON

RO

D W

ITH

CAP

"RPL

S 41

60".

N10

° 53'

02"

W19

3.52

'S1

0° 5

3' 0

2"E

S10°

53'

02"

E

1127

.91'

998.

95'

AutoCAD SHX Text
LOT 40 BLOCK A
AutoCAD SHX Text
LOT 39 BLOCK A
AutoCAD SHX Text
VIRGIL LIMON AND WIFE, DIANA LIMON 103.04 ACRES VOL. 182, PG. 415 (O.P.R.C.C.TX.)
AutoCAD SHX Text
LAS ESTANCIAS SUBDIVISION, PLAT CABINET C, SLIDE 96, (P.R.C.C.TX.)
AutoCAD SHX Text
PROPOSED - STILL IN REVIEW LAS ESTANCIAS 2 SUBDIVISION, PLAT CABINET ___, SLIDE ______ (P.R.C.C.TX.)
AutoCAD SHX Text
LAS ESTANCIAS 2 SUBDIVISION, PLAT CABINET ___, SLIDE ______ (P.R.C.C.TX.)
AutoCAD SHX Text
LOT 31 BLOCK B
AutoCAD SHX Text
LOT 32 BLOCK B
AutoCAD SHX Text
LOT 1 BLOCK C
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LOT 2 BLOCK C
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LOT 3 BLOCK C
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LOT 4 BLOCK C
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LOT 5 BLOCK C
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LOT 6 BLOCK C
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LOT 7 BLOCK C
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LOT 8 BLOCK C
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LOT 9 BLOCK C
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LOT 10 BLOCK C
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LOT 11 BLOCK C
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LOT 64 BLK A
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LOT 65 BLOCK A
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LOT 67 BLOCK A
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LOT 68 BLOCK A
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LOT 66 BLOCK A