/January 2021

Callan Village Addition, Phase 2A Planned Unit Development

Waco City LimitsCallan Village Addition Phase 2 A PUD

N:\planning\MaryH\Subd Location Maps\2021\Callan Village Addition, Phase 2.mxd 1/21/2021: Maryh

Jesus is Lord

Woodway

Hewitt

Hewitt

Ritchie

Chapel

Panther

Farmiller

Beutel

ReyReal

JackalSkinner

Rising

er

Samson

Pueblo

Ramada

Warren

Apache

Fabian Century

Hiawatha Comanche

Misty

Hambleton

Chapel View

Polo Park

Breezy

Sierra West

Therese

Regal

Slocum

Timber Ridge

Redeemer

Durango

Riders

Creekside

Gulch

Rodeo

Riata

DominicPaddingtonFrancis

Ritchie

Chapel

Ritchie

Disclaimer: This product is for informational purposesand may not have been prepared for or be suitable forlegal, engineering, or surveying purposes. It does notrepresent an on-the-ground survey and represents onlythe approximate relative location of property boundaries.

)Hewitt

Woodway Hewitt

I-35

Chapel

Hwy 84

1st

Panther

Warren

MarsOld Lorena

Spring Valley

Old Tem

pleBag

by

Ritchie

IvyFarmiller

WallSun Valley

Texas

Wycon

Beutel

Real

FanninLeutwyler

Ava

Skinner

Bush

Brenda

Sendero

Hambleto

n

Pearl

Angel FirePark Place

Warren

I-35

Chapel

25.00

'25.0

0'

WAYNE HAMILTON, AND WIFE,MARY HAMILTON

CALLED 2.1552 ACRE TRACTM.C.C.D. 2015024889

O.P.R.M.C.T.

REMAINDER OFLG CALLAN, LLC

CALLED 151.173 ACRESM.C.C.D. 2015023163

O.P.R.M.C.T.

REMAINDER OFLG CALLAN, LLC

CALLED 151.173 ACRESM.C.C.D. 2015023163

O.P.R.M.C.T.

0.265 ACRE

0.234 ACRE

0.234 ACRE

0.234 ACRE

0.298 ACRE

0.234 ACRE

0.234 ACRE

0.234 ACRE

0.234 ACRE

0.234 ACRE

0.234 ACRE

0.319 ACRE 0.282 ACRE

0.264 ACRE0.234 ACRE

0.234 ACRE0.248 ACRE

0.241 ACRE0.234 ACRE

0.234 ACRE0.235 ACRE

0.234 ACRE0.234 ACRE

0.234 ACRE0.234 ACRE

0.248 ACRE0.234 ACRE

0.234 ACRE0.440 ACRE

0.298 ACRE

0.340 ACRE

0.338 ACRE

0.248 ACRE

0.234 ACRE

0.242 ACRE

0.252 ACRE

0.262 ACRE

0.294 ACRE

0.281 ACRE

0.270 ACRE

0.257 ACRE

0.250 ACRE

0.243 ACRE

0.216 ACRE

0.216 ACRE

0.220 ACRE

0.222 ACRE

0.219 ACRE

0.219 ACRE

0.291 ACRE

0.308 ACRE

0.342 ACRE

2.221 ACRES

0.305 ACRE0.291 ACRE0.293 ACRE0.286 ACRE

N 56°51'03" E - 399.01'S 59°20'35" W - 228.71'

1

1

4

B L O C K 5

1(DETENTION POND)

2.716 AC(DRAINAGE EASEMENT)

14

13

12

11

109

8

7

6

5 4

8

7

8

LOT 6, BLOCK BSTANFORD OAKS ADDITION

PART IIIVOLUME 1284, PAGE 465

D.R.M.C.T.

MARK CHARLES McANINCH AND WIFE,THALIA ANN McANINCH

CALLED 2.29 ACRESVOLUME 1740, PAGE 202

D.R.M.C.T.

ROGER COPELAND, A MARRIED MANTRACT ONE

CALLED 3.808 ACRESM.C.C.D. 2019032638

O.P.R.M.C.T.

GEORGE GLENN ROSEAND SPOUSE,

MELANIE YARBROUGH ROSECALLED 1.85 ACRE TRACT

M.C.C.D. 2020024743O.P.R.M.C.T.

EDMUND A. PRICEAND WIFE, PAMELA J. PRICE

CALLED 1.500 ACRESVOLUME 1623, PAGE 433

D.R.M.C.T.

9

B L O C K 3B L O C K 3

10' UTILITY ESMT.

10' U

TILIT

Y ES

MT.

10' UTILITY ESMT.10' UTILITY ESMT.

10' UTILITY ESMT.

10' UTILITY ESMT.

20' WATERLINE ESMT.

20' DR

AINAG

E ESM

T.

20' DRAI

NAGE E

SMT.SLOCUM CT.

(50' R.O.W.)

STAPLETON AVE.

(50' R.O.W.)

B L O C K 7

B L O C K 3

L. MARB

LE SUR

VEY

ABSTRA

CT NO

. 580

WACO

, McLEN

NAN CO

UNTY, T

EXAS

2

B L O C K 8

3

N 57°39'00" E55.55'

S 74°16'49" E

68.78'

N 32

°21'0

0" W

- 89

2.14'

N 02°

09'30

" E

41.18

'

N 32

°21'0

0" W

- 24

1.82'

N 40

°07'1

3" W

52.17

'

N 22

°08'0

9" W

56.52

'N

32°2

1'00"

W54

.00'

L=193.62'L=125.85'

L=503.38'

L=323.27'

L=10

0.92'

L=636.15'

L=10

5.40'

L=89

.14'

L=33

9.05'

L=36

4.04'

L=11.99'

N 57°39'00" E - 20.66'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'92

.00'

109.1

2'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'77

.48'

11.07'

S 57°39'00" W - 120.00'

S 57°39'00" W - 120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

148.9

5'

150.0

3'

147.9

2'

4.79'85.04'

N 32

°21'0

0" W

- 17

2.91'

S 00°

23'02

" E - 1

61.68

'N

00°2

3'02"

W - 4

28.84

'

N 59°20'35" E - 344.94'

N 56°50'1

0" E - 159

.86'

N 56°51'0

3" E - 267

.35'

N

8

6

°

4

4

'

0

6

"

E

-

2

0

1

.

1

1

'

S 78°07'13" E - 37.33'

S 62°41'00" E - 54.42'

S 42°23'50" E - 54.41'

S 32°21'00" E

- 143.90'

S 32°53'06" E

106.36'

S 38°37'40" E

113.11'

S

5

0

°

4

0

'4

3

"

E

1

2

8

.

5

5

'

S 59°17'43" E - 80.00'

D=24°17'57"

R=1540.00'

L=653.12'

CHD=648.23'

S 42°51'16" W

D=30°52'11"

R=560.00'

L=301.72'

CHD=298.08'

S 39°34'09" W

N 65°51'56" W - 70.00'

N 37°13'19" W

102.60'

N 11

°06'2

9" W

- 158

.30'

N 21

°18'4

3" W

- 14

0.84'

55.55'

77.64'

77.64'

45.83'

20.66'

20.66'32.0

2'

85.00

'64

.22'

8.90'

42.13

'33

.15'

75.29

'

4.67'

65.71

'

62.83

'N 42°27'53" E -

127.28'

N 48°45'26" E - 120.59'

N 52°40'25" E - 121.79'

N 56°37'54" E - 120.62'

N 61°38'34" E - 119.14'

S 42°53'21" W -

134.15'

S 47°38'26" W - 127.0

2'

S 52°23'30" W - 122.57'

S 57°08'51" W - 120.82'

S 60°02'39" W - 120.07'

N 57°39'00" E - 119.99'

N 57°39'00" E - 119.89'

N 57°39'00" E - 120.42'

N 56°01'56" E - 123.68'

N 53°57'44" E - 128.04'

N 51°53'21" E - 133.51'

S 50°11'02" W - 134.89'

N 57°39'00" E - 120.00'

S 53°34'46" W - 126.69'

S 55°30'29" W - 121.85'

S 57°26'13" W - 120.02'

S 57°39'00" W - 120.00'

S 57°39'00" W - 120.00'

S 57°39'00" W - 120.04'

S 57°39'00" W - 140.79'

N 57°39'00" E - 120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

120.00'10

5.72' 8

4.30'

92.45

'89

.31'

89.09

'85

.45'

85.00

'81

.21'

75.60

'

N 44

°34'0

6" W

- 90

.79'

85.00

'N

40°2

9'05"

W -

96.07

'

5.79'

79.21

'N

37°1

8'48"

W -

95.43

'

16.86'

68.14

'N

34°1

0'35"

W -

95.09

'27

.28'

57.72

'N

31°3

3'03"

W -

91.08

'N

32°5

8'20"

W -

82.12

'N 11

°06'0

3" W

56.42

'

37.37

'47

.65'

43.42

'46

.58'

35.54

'

11.95'11.95'

54.00

'

50.49

'

3.51'

32.02

'

15.66

'

17.66'

48.34

'90

.00'

85.00

'

18.48'

68.78'

55.55'

68.78'

C-1

C-2

C-3

C-4C-5

C-6

C-7

C-8

C-9

C-10

C-11

C-12

C-14

C-17

C-13

C-15C-16

C-18

L=129.82'

L=141.87'

L=141.90'

L=105.58'L=39.73'L=119.72'

L=130.65

'

C-19 C

-20

C-21 C-22C-23

C-24

C-25

C-26

C-27

C-28 C-29C-30

C-31

C-32

C-33

C-34

C-35

C-36C-37

L=69

.24'

L=52

.31'

L=120.47' L=45.59'L=59.28'

L=97.88'

L=120.00'

L=120.00'

L=86.41'

L=110.77'

L=102.40'

L=107.62'

L=161.61'

L=46.89'

L=90.34'

L=9.59'L=19.86'

L=85.09'L=85.44'

C-38

C-39

C-40

C-41

C-42

C-43

L=51

.58'

L=33

.10'

L=80

.09'

L=83

.59'

L=83

.59'

L=83

.58'

L=85

.00'

L=85

.00'

L=85

.00'

L=85

.00'

C-44

C-45

C-46

C-47

C-48

C-49

C-50

L=71

.66'

L=21.94'

L=9.07'

L=86

.80'

L=89

.55'

L=89

.42'

L=69

.89'

L=90

.34'

L=88

.21'

L=28

.46'

L=9.40'

L=85

.00'

L=85

.00'

L=84

.24'

L=78

.81'

C-51

C-52

C-53

C-54

C-55

C-56

C-57

C-58

C-59

C-60

C-61

C-62

C-63

L=3.79'

37.81

'

10' COMM

ON AREA

& UTILIT

Y ESMT.

10' COMM

ON AREA

& UTILIT

Y ESMT.

10' COMMON AREA

& UTILITY ESMT.

10' COMM

ON ARE

A & UTILIT

Y ESMT.

10' COMMON AREA & UTILITY ESMT.

10' COMMON AR

EA & UTILITY E

SMT.

10' U

TILIT

Y ES

MT.

10' U

TILIT

Y ES

MT.

10' U

TILIT

Y ES

MT.

10' U

TILIT

Y ES

MT.

10' UTILITY ESMT.

10' UTILITY ESMT.

20' W

ATER

LINE E

SMT.

10'

10'

B L O C K 9

B L O C K 10

B L O C K 11

B L O C K 9

B L O C K 8

5

6

7

8

9

101

4

2

3

5

6

7

8

9

10

11

12

13

1

4

2

3

5

6

7

8

910

11

12

13

14

15

16

17

18

191

2

3

4

5

6

7

8

9

10

11

20.66'20.66'

25.00

'25

.00'

30.00'30.00'

25.00'25.00

'

30.00'30.00'

PALAFOX DR.

(60' R.O.W.)

STRE

ET 6

(50'

R.O.

W.)

STRE

ET 18

(50'

R.O.

W.)

STRE

ET 19

(50'

R.O.

W.)

30'30'

25' 25' 25' 25'

25' 25'

25'25'

25' 25'

25'25'

TEXAS POWER & LIGHT COMPANY ANDSWB TELEPHONE CO.

(NO SPECIFIED WIDTH)VOLUME 1194, PAGE 887

D.R.M.C.T.

10' UTILITY ESMT.

15

16

17

18

19202122

70' WIDEUTILITY EASEMENT

M.C.C.D. ____________O.P.R.M.C.T.

(DETENTION POND)

(DRAINAGE EASEMENT)

(D=0°09'03")(R=1540.00')(L=4.05')(CHD=4.05')(N 30° 37' 46" E)

3/8" IRON RODFOUND

5/8" IRON RODFOUND

4.79'4.79'4.79'4.79'4.79'

1/2" IRON RODFOUND

5/8" IRON RODFOUND

5/8" IRON RODFOUND

85.00

'85

.00'

85.00

'19

0.90'

100.7

7'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'85

.00'

85.00

'10

2.26'

C-64L=19.86'

85.04'85.04' 85.04'

CALLAN VILLAGE ADDITION, PHASE 1A,A PLANNED UNIT DEVELOPMENT

M.C.C.D. 2020042941O.P.R.M.C.T.

CONTROL MONUMENTCONTROLMONUMENT

L=142.83

'

L=106.96'

L=44.87'

L=142.83

'

L=180.44'L=134.16'

L=342.63'

L=159.37'

L=106.96'

L=279.41'

L=117.01'

L=44.87'L=148.75'

18.13' 66.91'B L O C K 3

N 65°42'59" E - 10.94'

267.3

9'

N 53°12'28"

W - 28.01'N 53°1

2'28" W - 16.1

4'

N 46°23'06" W - 10.60'

N 32°21'00" W

- 142.92'

N 24°57'15" W - 50.00'

D=0°14'38"

R=1525.00'

L=6.49'

CHD=6.49'

S 64°55'26" W

N 32°21'00" W

- 905.07'

S

0

0

°

2

3

'

0

2

"

E

-

2

6

7

.

1

6

'

C COPYRIGHT ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10

A

1 2 3 4 5 6 7 8 9 10

REV. DESCRIPTION DATE

SHEET NUMBER

PLAT NUMBER:

PROJECT NUMBER:

DRAWN BY/CHECKED BY:

FIELD NOTE NO.:

DRAWING NAME:

DRAFT DATE:

I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGEAND BELIEF THAT THIS PLAT AND THE SURVEY UPON WHICH IT IS BASEDMEETS THE REQUIREMENTS FOR LAND SURVEYS IN THE STATE OFTEXAS. SURVEYED ON THE ____ DAY OF _____, 2020.

823 Washington Ave. Waco, Texas 76701Phone: 1-254-714-1402 T.B.P.E. Registration No. 8053

T.B.P.L.S. Registration No. 10032500

B

C

D

E

F

G

H

I

J

1-03478FIN.DWG

C1-0526

1-03478

MJP/KRH

N/A

12-9-2020

1 OF 1

GRAPHIC SCALE (FEET)

0 50 100 200

FOR McLENNAN COUNTY CLERK'S OFFICE USE

G:\PRO

JECTS\1-03478\1 SU

RVEY\1.0 CAD

\1-03478FIN

.D

WG

, 18X24-CERT, 12/22/2020 11:12:36 AM

, m

pow

ell, 1:1

1695

2063

84

WARRE

N RD

CHAP

EL R

D

RITCHIE RD

OLD LORENA RD

VICINITY MAP

LEGEND

1) WATER TO BE SUPPLIED BY CITY OF WACO, CCN # 10039.

2) ELECTRICITY TO BE SUPPLIED BY ONCOR.

3) IF THIS PLAT IS RECORDED PRIOR TO COMPLETION OF STREET AND UTILITY CONSTRUCTION, MONUMENTS AS NOTED SHALL BE SET IN ACCORDANCE WITH SEC. 212.0041, TEXAS LOCAL GOVERNMENT CODE.IF THIS PLAT IS RECORDED AFTER COMPLETION OF STREET AND UTILITY CONSTRUCTION, MONUMENTS WILL BE SET IN ACCORDANCE WITH THE MINIMUM STANDARDS OF THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING AND THE STATE OF TEXAS.

FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) NOTE: BY GRAPHICPLOTTING ONLY THIS PROPERTY IS IN FEMA "AREAS OF MINIMAL FLOODING"ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITYPANEL 48309C0530D, WHICH BEARS AN EFFECTIVE DATE OF DECEMBER 20,2019. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THIS TRACT WILL, ORWILL NOT FLOOD, NOR DOES IT CREATE ANY LIABILITY IN SUCH EVENT ONTHE PART OF THIS SURVEYOR OR COMPANY.

THE BEARINGS AND DISTANCES SHOWN HEREON ARE BASED UPON THETEXAS STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF1983 (NAD 83), TEXAS CENTRAL ZONE ACQUIRED FROM GLOBAL POSITIONINGSYSTEM OBSERVATIONS. ALL DISTANCES AND AREAS SHOWN HEREON AREBASED ON SURFACE CONDITIONS.

SIDEWALK CONSTRUCTION ALONG BOTH SIDES OF PALAFOX DR. MUST BESTARTED OR A PERFORMANCE GUARANTEE PROVIDED FOR SIDEWALKCONSTRUCTION BEFORE THIS PLAT CAN BE FILED FOR RECORD. NOTE:CERTIFICATES OF OCCUPANCY FOR ASSOCIATED BUILDING PERMITS WILL BEHELD UNTIL SIDEWALK CONSTRUCTION IS COMPLETED.

NO DRIVEWAYS SHALL CROSS ANY AREA LABELED AS "COMMON AREA".

= DEED RECORDS McLENNAN COUNTY, TEXASD.R.M.C.T.= McLENNAN COUNTY CLERK'S DOCUMENTM.C.C.D.= OFFICIAL PUBLIC RECORDS McLENNAN COUNTY, TEXASO.P.R.M.C.T.

= 1/2" IRON ROD WITH CAP STAMPED "WALKER PARTNERS"

= 1/2" IRON ROD WITH CAP STAMPED "WALKER

SET

SURVEYOR'S NOTES

N

SE

W

PARTNERS" FOUND, UNLESS OTHERWISE NOTED

N

S

EW

FINAL PLATCALLAN VILLAGE ADDITION, PHASE 2

A PLANNED UNIT DEVELOPMENTTO THE CITY OF WACO, McLENNAN COUNTY,

TEXAS, BEING A PORTION OF THE REMAINDER OFA CALLED 151.173 ACRE TRACT DESCRIBED IN A

DEED TO LG CALLAN, LLC RECORDED UNDERMcLENNAN COUNTY CLERK'S DOCUMENT

2015023163 OF THE OFFICIAL PUBLIC RECORDS OFMcLENNAN COUNTY, TEXAS

SITE

THE STATE OF TEXAS:COUNTY OF McLENNAN:

LG CALLAN, LLC BEING THE OWNER OF THE PROPERTY DESCRIBED ABOVE AND WISHING TO SUBDIVIDE SAME INTO LOT AND BLOCK DO HEREBYADOPT THE PLAT ATTACHED HERETO AND TITLED "FINAL PLAT, CALLAN VILLAGE ADDITION, PHASE 2, A PLANNED UNIT DEVELOPMENT, TO THE CITYOF WACO, McLENNAN COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 151.173 ACRE TRACT DESCRIBED IN A DEED TO LGCALLAN, LLC RECORDED UNDER McLENNAN COUNTY CLERK'S DOCUMENT 2015023163 OF THE OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY,TEXAS AS OUR LEGAL SUBDIVISION OF SAME. WE DO HEREBY DEDICATE ALL RIGHTS-OF-WAY OR EASEMENTS SHOWN THEREON TO THE USE OFTHE PUBLIC FOREVER. ANY PRIVATE IMPROVEMENTS PLACED IN ANY OF THESE RIGHTS-OF-WAY OR EASEMENTS SHALL BE PLACED THERE AT NORISK OR OBLIGATION TO THE PUBLIC OR THE CITY OF WACO, TRUSTEE FOR THE PUBLIC TO HOLD THESE EASEMENTS AND THE CITY SHALL HAVENO RESPONSIBILITY TO REPAIR OR REPLACE SUCH IMPROVEMENTS IF THEY ARE DAMAGED OR DESTROYED IN THE UTILIZATION OF THESERIGHTS-OF-WAY OR EASEMENTS. THE SALE OF ALL LOTS SHOWN ON THIS PLAT SHALL BE MADE IN ACCORDANCE THEREWITH, SUBJECT TO ALLRESTRICTIONS AND CONDITIONS RECORDED IN THE McLENNAN COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, PERTAINING TO SAID SUBDIVISION.

LG CALLAN, LLCPO BOX 20307WACO, TEXAS 76702

____________________________ ATTEST:________________________________RYAN J. LINDSEY, PRESIDENT CLAUDE LINDSEY, VICE PRESIDENT

STATE OF TEXAS:COUNTY OF McLENNAN:

DEED OF TRUST HOLDER ACKNOWLEDGMENT:

THE DEED OF TRUST HOLDER SIGNED BELOW HEREBY ACKNOWLEDGES THATTHEY HAVE REVIEWED THE SUBDIVISION OF THE PROPERTY DESCRIBED IN THEABOVE DEDICATION AND ARE FAMILIAR WITH THE EFFECT OF THAT SUBDIVISIONUPON PROPERTY ON WHICH THEY HOLD A DEED OF TRUST. THOSE SIGNINGBELOW HEREBY CONCUR IN AND JOIN IN THE DEDICATION OF THE SUBDIVISION OFTHE PROPERTY DESCRIBED IN THE ABOVE DEDICATION.

NAME OF DEED OF TRUST HOLDER:

FIRST NATIONAL BANK OF CENTRAL TEXAS 1835 N. VALLEY MILLS DRIVE WACO, TEXAS 76710

BY:______________________________ JOHN C. LOW SR. VICE PRESIDENT

FIELD NOTES FOR A 22.094 ACRE TRACT OF LAND LOCATED IN THE L. MARBLE SURVEY, ABSTRACT 580, IN THE CITY OF WACO, McLENNAN COUNTY,TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 151.173 ACRE TRACT DESCRIBED IN A DEED TO LG CALLAN, LLC, RECORDED UNDERMcLENNAN COUNTY CLERK'S DOCUMENT (M.C.C.D.) 2015023163 OF THE OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY, TEXAS (O.P.R.M.C.T.),SAID 22.094 ACRE TRACT BEING MORE PARTICULARLY SHOWN HEREON AND FURTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS:

BEGINNING AT 1/2” IRON ROD WITH CAP STAMPED "WALKER PARTNERS" FOUND IN THE CURVING SOUTH LINE OF A 10' WIDE COMMON AREA AND UTILITYEASEMENT ADJOINING THE SOUTH RIGHT OF WAY (R.O.W.) LINE OF PALAFOX DRIVE (60' WIDE R.O.W.) MARKING A CORNER IN THE SOUTHWESTERLYLINE OF CALLAN VILLAGE ADDITION, PHASE 1A, A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLAT THEREOF RECORDED UNDER M.C.C.D.2020042941 OF THE O.P.R.M.C.T., ALSO MARKING THE MOST EASTERLY CORNER THE HEREIN DESCRIBED TRACT, FROM WHICH A 1/2" IRON ROD WITHCAP STAMPED "WALKER PARTNERS" FOUND MARKING THE WEST CORNER OF LOT 9, BLOCK 7 OF THE CALLAN VILLAGE ADDITION, PHASE 1A BEARSN 30° 37' 46" E - 4.05';

THENCE THROUGH THE INTERIOR OF SAID REMAINDER OF THE 151.173 ACRE TRACT THE FOLLOWING NINE (9) CALLS:

1) AN ARC DISTANCE OF 653.12' WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 1540.00', A DELTA ANGLE OF 24°17'57" AND A CHORD THAT BEARS S 42°51'16” W - 648.23' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” SET FOR A POINT OF REVERSE CURVATURE,2) AN ARC DISTANCE OF 301.72' WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 560.00', A DELTA ANGLE OF 30°52'11" AND A CHORD THAT BEARS S 39°34'09” W - 298.08' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” SET MARKING THE MOST SOUTHERLY CORNER OF THE HEREIN DESCRIBED TRACT,3) N 65°51'56" W - 70.00' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” SET IN THE PROPOSED NORTH R.O.W. LINE OF PALAFOX DRIVE (60' WIDE R.O.W.), MARKING AND ANGLE POINT OF THE HEREIN DESCRIBED TRACT,4) N 46°23'06” W - 10.60' TO A 1/2" IRON ROD WITH CAP STAMPED "WALKER PARTNERS SET MARKING AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT,5) N 37°13'19” W - 102.60' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” SET MARKING AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT,6) N 32°21'00” W - 905.07' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” SET IN THE PROPOSED SOUTH R.O.W. LINE OF STAPLETON AVENUE (50' WIDE R.O.W.), MARKING A CORNER OF THE HEREIN DESCRIBED TRACT,7) AN ARC DISTANCE OF 6.49' WITH THE PROPOSED SOUTH R.O.W. LINE OF STAPLETON AVENUE AND A CURVE TO THE RIGHT, HAVING A RADIUS OF 1525.00', A DELTA ANGLE OF 0°14'38" AND A CHORD THAT BEARS S 64°55'26” W - 6.49' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” SET MARKING A CORNER OF THE HEREIN DESCRIBED TRACT,8) N 24°57'15” W - 50.00' TO A 1/2" IRON ROD WITH CAP STAMPED "WALKER PARTNERS" SET IN THE PROPOSED NORTH R.O.W. LINE OF STAPLETON AVENUE, MARKING AN ANGLE POINT OF HEREIN DESCRIBED TRACT,9) N 32°21'00” W - 142.92' TO A 1/2" IRON ROD WITH CAP STAMPED "WALKER PARTNERS" SET IN THE SOUTH LINE OF A CALLED 2.1552 ACRE TRACT DESCRIBED IN A DEED TO WAYNE HAMILTON, AND WIFE, MARY HAMILTON, RECORDED UNDER M.C.C.D. 2015024889 O.P.R.M.C.T., ALSO BEING IN THE NORTHWESTERLY LINE OF THE 151.173 ACRE TRACT, MARKING THE MOST WESTERLY CORNER OF THE HEREIN DESCRIBED TRACT, FROM WHICH A 5/8" IRON ROD FOUND MARKING AN ANGLE POINT IN THE SOUTH LINE OF A CALLED 2.29 ACRE TRACT DESCRIBED IN A DEED TO MARK CHARLES McANINCH AND WIFE, THALIA ANN McANINCH, RECORDED IN VOLUME 1740, PAGE 202 OF THE DEED RECORDS OF McLENNAN COUNTY, TEXAS (D.R.M.C.T.) BEARS S 59°20'35” W - 228.71';

THENCE N 59°20'35” E WITH THE NORTHWESTERLY LINE OF THE 151.173 ACRE TRACT , PARTWAY WITH THE SOUTH LINE OF THE 2.1552 ACRE TRACTAND A CALLED 1.85 ACRE TRACT DESCRIBED IN A DEED TO GEORGE GLENN ROSE, AND SPOUSE, MELANIE YARBROUGH ROSE RECORDED UNDERM.C.C.D. 2020024743 OF THE O.P.R.M.C.T., AT 273.25' PASSING A 1/2" IRON ROD FOUND MARKING THE SOUTHWEST CORNER OF A CALLED 1.500 ACRETRACT DESCRIBED IN A DEED TO EDMUND A. PRICE AND WIFE, PAMELA J. PRICE, RECORDED IN VOLUME 1623, PAGE 433 D.R.M.C.T., CONTINUING WITHTHE COMMON LINE OF THE 151.173 ACRE AND 1.500 ACRE TRACTS FOR A TOTAL DISTANCE OF 344.94', TO A 5/8" IRON ROD FOUND MARKING AN ANGLEPOINT IN THE SAID COMMON LINE AND OF THE HEREIN DESCRIBED TRACT;

THENCE N 56°50'10” E - 159.86' WITH THE COMMON LINE OF THE 151.173 ACRE AND 1.500 ACRE TRACTS TO A 5/8" IRON ROD FOUND MARKING THESOUTHEAST CORNER OF THE 1.500 ACRE TRACT, ALSO BEING THE SOUTHWEST CORNER OF A CALLED 3.808 ACRE TRACT, DESCRIBED IN A DEED ASTRACT ONE TO ROGER COPELAND, A MARRIED MAN, RECORDED UNDER M.C.C.D. 2019032638 O.P.R.M.C.T., ALSO MARKING AN ANGLE POINT IN THENORTHWESTERLY LINE OF THE 151.173 ACRE TRACT AND OF THE HEREIN DESCRIBED TRACT;

THENCE N 56°51'03” E - 267.35' WITH THE COMMON LINE OF THE 151.173 ACRE AND 3.808 ACRE TRACTS TO A 1/2" IRON ROD WITH CAP STAMPED"WALKER PARTNERS" FOUND MARKING THE MOST NORTHWESTERLY CORNER OF SAID CALLAN VILLAGE ADDITION ,PHASE 1A AND BEING THE MOSTNORTHERLY CORNER OF HEREIN DESCRIBED TRACT, FROM WHICH A 3/8" IRON ROD FOUND MARKING THE SOUTHEAST CORNER OF LOT 6, BLOCK B,STANFORD OAKS ADDITION,PART III, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1284, PAGE 465 D.R.M.C.T. BEARSN 56°51'03” E - 399.01'

THENCE WITH THE SOUTHWESTERLY LINE OF CALLAN VILLAGE ADDITION, PHASE 1A THE FOLLOWING TEN (10) CALLS:

1) S 00°23'02” E - 267.16' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING THE SOUTHWEST CORNER OF LOT 11, BLOCK 3 OF PHASE 1A,2) N 86°44'06” E - 201.11' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING AN ANGLE POINT,3) S 78°07'13” E - 37.33' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING THE SOUTHEAST CORNER OF LOT 12, BLOCK 3 OF PHASE 1A,4) S 62°41'00” E - 54.42' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING THE SOUTHEAST CORNER OF LOT 13, BLOCK 3 OF PHASE 1A,5) S 42°23'50” E - 54.41' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND IN THE NORTH R.O.W. LINE OF STAPLETON AVENUE (50' WIDE R.O.W.), MARKING THE MOST SOUTHERLY CORNER OF LOT 14, BLOCK 3 OF PHASE 1A,6) S 32°21'00” E - 143.90' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING THE MOST SOUTHERLY CORNER OF LOT 1, BLOCK 8 OF PHASE 1A,7) S 32°53'06” E - 106.36' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING THE MOST SOUTHERLY CORNER OF LOT 2, BLOCK 8 OF PHASE 1A,8) S 38°37'40” E - 113.11' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING THE MOST SOUTHERLY CORNER OF LOT 3, BLOCK 8 OF PHASE 1A,9) S 50°40'43" E - 128.55' TO A 1/2” IRON ROD WITH CAP STAMPED “WALKER PARTNERS” FOUND MARKING THE MOST SOUTHERLY CORNER OF LOT 4, BLOCK 8 OF PHASE 1A,10) S 59°17'43” E - 80.00' RETURNING TO THE POINT OF BEGINNING AND CONTAINING 22.094 ACRES OF LAND.

PROPERTY UPON WHICH YOU HOLD A DEED OF TRUST:FINAL PLATCALLAN VILLAGE ADDITION, PHASE 2 A PLANNED UNIT DEVELOPMENT TO THE CITY OF WACO, McLENNANCOUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 151.173 ACRE TRACT DESCRIBED IN ADEED TO LG CALLAN, LLC RECORDED UNDER McLENNAN COUNTY CLERK'S DOCUMENT 2015023163 OF THEOFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY, TEXAS.

THE STATE OF TEXAS:COUNTY OF McLENNAN:

BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAYPERSONALLY APPEARED JOHN C. LOW, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TOTHE FOREGOING INSTRUMENT AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THEPURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN MYHAND AND SEAL OF OFFICE THIS THE ________ DAY OF _____________________, 2021.

_____________________________________________NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS

THE STATE OF TEXAS:COUNTY OF McLENNAN:

BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OFTEXAS, ON THIS DAY PERSONALLY APPEARED RYAN J. LINDSEY, KNOWN TO ME TO BE THEPERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND HEACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES ANDCONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.

GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE _____ DAY OF _________________, 2021.

____________________________________NOTARY PUBLIC IN AND FOR THE STATE OF TEXASTHE STATE OF TEXAS:COUNTY OF McLENNAN:

BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OFTEXAS, ON THIS DAY PERSONALLY APPEARED CLAUDE LINDSEY, KNOWN TO ME TO BE THEPERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND HEACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES ANDCONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.

GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE _____ DAY OF _________________, 2021.

____________________________________NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS

FOR McLENNAN COUNTY CLERK'S OFFICE USE

C-1C-2C-3C-4C-5C-6C-7C-8C-9

C-10C-11C-12C-13C-14C-15C-16C-17C-18C-19C-20C-21C-22C-23C-24C-25C-26C-27C-28C-29C-30C-31C-32

636.15'323.27'100.92'193.62'125.85'503.38'89.14'

364.04'11.99'339.05'105.40'129.82'141.87'141.90'105.58'39.73'

119.72'130.65'69.24'52.31'

120.47'45.59'59.28'97.88'

120.00'120.00'86.41'85.44'85.09'19.86'9.59'

90.34'

1500.00'600.00'500.00'

1500.00'150.00'600.00'500.00'

1000.00'300.00'

2500.00'175.00'

1460.00'1460.00'1460.00'1460.00'640.00'640.00'640.00'525.00'475.00'

1525.00'125.00'125.00'625.00'625.00'625.00'625.00'

1475.00'1475.00'1475.00'175.00'175.00'

24°17'57"30°22'11"11°33'53"7°23'44"48°04'11"48°04'11"10°12'51"20°51'29"2°17'23"7°46'14"34°30'29"5°05'40"5°34'03"5°34'07"4°08'36"3°33'24"10°43'05"11°41'48"7°33'23"6°18'33"4°31'34"

20°53'51"27°10'20"8°58'22"

11°00'03"11°00'03"7°55'18"3°19'08"3°18'19"0°46'18"3°08'25"29°34'37"

S 42° 51' 16" W - 631.40'S 39° 34' 09" W - 319.37'N 38° 07' 56" W - 100.75'N 61° 20' 53" E - 193.48'N 81° 41' 06" E - 122.19'N 81° 41' 06" E - 488.75'N 27° 14' 34" W - 89.02'

N 42° 46' 44" W - 362.03'N 54° 21' 09" W - 11.99'

N 36° 14' 06" W - 338.79'N 15° 05' 45" W - 103.81'N 33° 15' 08" E - 129.78'S 40° 32' 46" W - 141.82'S 46° 06' 51" W - 141.84'S 52° 55' 57" W - 105.56'S 53° 13' 33" W - 39.72'

S 46° 05' 18" W - 119.55'S 30° 17' 56" W - 130.43'N 36° 07' 41" W - 69.19'N 35° 30' 16" W - 52.28'S 62° 32' 20" W - 120.44'N 68° 05' 56" E - 45.34'S 87° 51' 59" E - 58.73'S 78° 46' 00" E - 97.78'

N 86° 39' 28" E - 119.82'N 75° 39' 26" E - 119.82'N 61° 36' 40" E - 86.34'N 63° 23' 11" E - 85.43'N 60° 04' 27" E - 85.08'N 58° 02' 09" E - 19.86'N 59° 13' 13" E - 9.59'

N 75° 34' 44" E - 89.34'

C-33C-34C-35C-36C-37C-38C-39C-40C-41C-42C-43C-44C-45C-46C-47C-48C-49C-50C-51C-52C-53C-54C-55C-56C-57C-58C-59C-60C-61C-62C-63C-64

46.89'161.61'107.62'102.40'110.77'51.58'33.10'80.09'83.59'83.59'83.58'71.66'21.94'9.07'

85.00'85.00'85.00'85.00'86.80'89.55'89.42'69.89'90.34'28.46'88.21'3.79'9.40'

85.00'85.00'84.24'78.81'19.86'

175.00'575.00'575.00'575.00'575.00'475.00'475.00'975.00'975.00'975.00'975.00'525.00'525.00'

1025.00'1025.00'1025.00'1025.00'1025.00'2475.00'2475.00'2475.00'2475.00'150.00'200.00'200.00'200.00'

2525.00'2525.00'2525.00'2525.00'2525.00'1525.00'

15°21'08"16°06'13"10°43'27"10°12'14"11°02'17"6°13'17"3°59'34"4°42'23"4°54'44"4°54'44"4°54'42"7°49'13"2°23'38"0°30'25"4°45'05"4°45'05"4°45'05"4°45'05"2°00'34"2°04'23"2°04'12"1°37'05"34°30'29"8°09'11"25°16'13"1°05'05"0°12'48"1°55'44"1°55'44"1°54'41"1°47'18"0°44'46"

S 81° 57' 23" E - 46.75'S 82° 19' 55" E - 161.08'N 84° 15' 15" E - 107.47'N 73° 47' 24" E - 102.27'N 63° 10' 09" E - 110.60'N 25° 14' 47" W - 51.55'N 30° 21' 13" W - 33.09'N 34° 42' 11" W - 80.06'N 39° 30' 44" W - 83.57'N 44° 25' 29" W - 83.57'N 49° 20' 12" W - 83.56'N 26° 02' 45" W - 71.60'N 31° 09' 10" W - 21.93'N 32° 36' 12" W - 9.07'N 35° 13' 57" W - 84.98'N 39° 59' 01" W - 84.98'N 44° 44' 06" W - 84.98'N 49° 29' 11" W - 84.98'N 39° 06' 56" W - 86.80'N 37° 04' 28" W - 89.54'N 35° 00' 10" W - 89.41'N 33° 09' 32" W - 69.89'N 15° 05' 45" W - 88.98'N 01° 55' 06" W - 28.44'N 18° 37' 48" W - 87.50'N 31° 48' 27" W - 3.79'N 32° 27' 23" W - 9.40'N 33° 31' 39" W - 85.00'N 35° 27' 22" W - 85.00'N 37° 22' 35" W - 84.24'N 39° 13' 34" W - 78.80'N 58° 01' 24" E - 19.86'

CURVE TABLECURVE LENGTH RADIUS DELTA CHORD

CURVE TABLECURVE LENGTH RADIUS DELTA CHORD

= EASEMENTESMNT.

PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDEDFOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR

RELIED UPON AS A FINAL SURVEY DOCUMENT

KEVIN R. HESSEL, R.P.L.S. 5344khessel@walkerpartners.com

KEVIN R. HESSEL

R.P.L.S. 5344

12/21/2020

Planning Services

Post Office Box 2570

Waco, Texas 76702-2570

254 / 750-5650

Fax: 254 / 750-1605

www.waco-texas.com

January 20, 2021

LG Callan, LLC

P.O. Box 20307

Waco, TX 76702

REF.: “Final Plat of the The Final Plat of the Callan Village Addition, Phase 2, to the City of Waco,

McLennan County, Texas”

Project Number: 20-00045

Dear Owner:

This letter is to assist you in completing the subdivision plat and for your property. Your request will be

considered virtually by the City Plan Commission at its meeting on January 26, 2021 in the Waco City Hall, 300

Washington Avenue, at 7:00 p.m. City of Waco staff recommends City Plan Commission approve with conditions.

City Plan Commission with staff’s recommendation will approve the plat, approve the plat with conditions, or

disapprove the plat.

A written response will be required for the list of the comments provided. A pre-response meeting is

recommended to address the comments listed. Once a response has been provided to City staff, City Plan Commission

shall determine whether to approve, conditionally approve, or disapprove the applicant’s response.

If the plat and are approved or approved with the condition of infrastructure being built to meet City of Waco

Construction Standards and Specifications by the city Plan Commission, the plat will then be submitted by City

Council for action. The City Council will then either approve the plat, approve with conditions, or disapprove the

plat. Approval or approval with the condition of infrastructure being built to meet City of Waco Construction

Standards and Specifications by City Council will allow for the recordation process of the final subdivision plat. Two

paper copies will be required for the approval of this plat.

City of Waco Appendix B – Subdivisions, Section 3.3:

Plat

1. The owners of the property and lien holder(s) need to sign the plat.

2. The surveyor needs to sign and seal the plat and set the monuments as shown.

3. The invoice for your standard plat application is now available. Please submit a payment of $300.00 using the Citizen Self Service online portal.

5. Please upload a current McLennan County Tax Certificate showing no taxes are due from the previous

year.

http://www.waco-texas.com/

6. Please contact Mary Henley (254-750-5657) for street name approval and show approved names on the

final plat submitted for signatures. Typically, developers are asked to submit five potential names for each

street in the event the first choice is not available or approved.

8. Please call the Planning Department (254-750-5608) to discuss the purpose of the proposed 70’ utility

easement (located between Lot 22, Block 3 and Lot 1, Block 11).

9. Please add the sewer purveyor to the plat.

10. Please add the City Secretary certification to the plat.

11. Final plat cannot be recorded until the final PUD is approved.

Engineering

12. Ensure ponds infiltrate water quality volume in 24 hours or provide alternative means of compliance with

water quality criteria.

13. For storm sewers with horizontal curvature, joints may only be pulled to ½ maximum and must be collared

or used beveled pipe.

14. Vertical curvature K values on Palafox at 19 is outside of acceptable limit for sag at given speed for

uncontrolled intersections. Revise geometry to account for sight lines and stopping distances with nearby

intersections.

15. Plot HGL on storm drain profiles

16. P6-A3c runoff exceeds full capacity, increase to 36”

17. Contact the Development Engineer (rglick@wacotx.gov) after permitting and before the start of

construction to schedule a pre-construction meeting after plans are approved and inspection fee has been

paid.

18. After construction, provide a letter from the design engineer, or independent inspection company, stating

the stormwater collection system, detention pond and outlet structure were installed according to plans and

specifications. Letter shall contain the project name, case number and be sealed and signed by the engineer.

19. After construction, provide a letter from the design engineer, or independent inspection company, stating

the stormwater quality controls were installed according to plans and specifications. Letter shall contain the

project name, case number and be sealed and signed by the engineer.

Traffic

20. Sheet C120 - Midblock street lights required along Streets 6, 18, & 19 at approximately 250 feet spacing

21. Do not build sidewalk stub-outs when sidewalks not being built along Steets 6, 18 & 19 - only build

sidewalk along Palafox Drive and Stapleton with directional curb ramps at each intersection.

Utilities

22. Sheet C101: waterline is shown through storm drain.

23. Sheets C401 - C405: minimum slope for 8" main is 0.4%, manholes with a depth greater than 20 feet

should have a 6 foot diameter, manholes with a depth of 10-20 feet should have a 5 foot diameter.

If you have any questions concerning the requirements stated in this letter or wish to discuss the subdivision platting

process further, please contact me at 750-5608.

Sincerely yours,

Alason Duncan

Planner

Cc: Walker Partners