DJBIT INC

A005900, T J WOOTEN (OCL),

TRACT 69, 10.10 ACRES

11221/259

CARL WICK & JANE RYAN

A005900, T J WOOTEN (OCL), TRACT 67,

42 ACRES

12628/271

BLO

CK

1 BLOCK

2 BLOCK

3 BLOCK

4BLOCK

5

BLOCK 8

BLO

CK

7

N 43°04'03" E 2797.08' (TOTAL)

N 42°46'29" E 2010.43' (TOTAL)

BLOCK

6

BLOCK 7

N

SCALE: 1" = 60'

MASTER

PRELIMINARY PLAN

SURVEYOR

TUMLINSON LAND SURVEYING

T.B.P.L.S. FIRM NO. 10193858

1015 HOLT STREET

COLLEGE STATION, TEXAS 77840

254-931-6707

OWNER/DEVELOPER

REVEILLE AIR, INC.

P.O. BOX 138

KURTEN, TEXAS 77842

979-690-7711

SHEET 1 OF 2

Registration Number F-15869

ENGINEER

JBS ENGINEERING AND ENVIRONMENTAL, LLC.

2129 E. WILLIAM J. BRYAN PKWY.

BRYAN, TX 77802

979-485-2879

CERRILLOS DRIVE - 50' R.O.W. - 27' B-B OF CURB

PASEO PLACE - 50' R.O.W. - 27' B-B OF CURB

NO

PA

LIT

OS

W

AY

- 50' R

.O

.W

. - 27' B

-B

O

F C

UR

B

LO

S P

IN

ES

W

AY

- 50' R

.O

.W

. - 27' B

-B

O

F C

UR

B

CO

YO

TILLO

W

AY

- 50' R

.O

.W

. - 27' B

-B

O

F C

UR

B

VÍA

V

ER

DE

W

AY

- 50' R

.O

.W

. - 27' B

-B

O

F C

UR

B

LA

S C

AS

IT

AS

W

AY

- 50' R

.O

.W

. - 27' B

-B

O

F C

UR

B

PA

SE

O P

LA

CE

- 50' R

.O

.W

. - 27' B

-B

O

F C

UR

B

JO

NE

S R

OA

D (100F

T R

OW

)

PROPOSED 12"

SANITARY SEWER

EXTENSION

PROP MH

PROPOSED 8"

SANITARY SEWER

PROPOSED DBL.

SS SERVICE -TYP.

PROPOSED SINGLE

SS SERVICE - TYP.

PROP. 8" SS

PROP. 8" WL

PROP 4" WL

PROP 6" SS

PROP 4" WL

PROP MH

PROP MH

PROP MH

PROP MH

PROP MH

PROP MH

PROP 6" SS

PROP 8" WL

PROP 6" SS

PROP 4" WL

PROP 8" WL

PROP 4" WL

PROP MH

PROP 8" WL

PROP DBL WATER

SERVICE - TYP.

PROP SINGLE WATER

SERVICE - TYP.

EXISTING 20' ELECTRIC

LINE EASEMENT 98/292

~ 100 FT. ROW

EXISTING 18"

CITY OF BRYAN

WATER MAIN

EXIST MH

PROP FH

PROP FH

PROP FH

SET 1/2" I.R. W/ YELLOW CAP

FOR REFERENCE

CALCULATED POINT

IN APPROXIMATE

CENTER OF JONES

ROAD

CALCULATED POINT

IN APPROXIMATE

CENTER OF JONES ROAD

0.46 A

CR

ES

IN

JO

NE

S R

OA

D R

.O

.W

.

PH

AS

E 1

PH

AS

E 2

PH

AS

E 2

PH

AS

E 3

PH

AS

E 2

PH

AS

E 3

PH

AS

E 1

PH

AS

E 2

PROP ROAD BORE

WITH 16" CASING FOR

8" SANITARY SEWER

PROP ROAD BORE

WITH 16" CASING

FOR 8" WATER LINE

PROP FH

LEGEND

PROPERTY LINES

352'

EW-18

EGas

ET

AE

PROPERTY LINES

LOT LINE / R.O.W. LINES

PUBLIC UTILITY EASEMENT (P.U.E.)

EXISTING CONTOUR ELEVATION

EXISTING 18" WATER LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE

EXISTING AERIAL ELECTRIC

PROPOSED 12" SANITARY SEWER

PROPOSED 8" SANITARY SEWER

PROPOSED 6" SANITARY SEWER

PROPOSED 8" WATER LINE

PROPOSED 4" WATER LINE

WATER SERVICE LINE

SANITARY SEWER SERVICE LINE

PROPERTY CORNER

DOMESTIC WATER SERVICE

DOMESTIC SANITARY SEWER SERVICE

PROPOSED SANITARY SEWER MANHOLE

SS-12

SS-8

SS-6

W-8

W-4

WS

SS

PROP. 15'

P.U.E., TYP.

PROP. 10'

P.U.E., TYP.

PROP. 10'

P.U.E., TYP.

PROP. 10'

P.U.E., TYP.

LOCATION MAP

SCALE: 1" = 4000'

N

LEONARD ROAD

JON

ES ROAD

W VILLA MARIA ROAD

HWY 47 - RIVERSIDE PKW

Y.

LINDA LANE

SHEET 2

SHEET 1

PROP. SIGN

EASEMENT

PROP. SIGN

EASEMENT

PROP MH

PROP MH

PROP 6" SS

PROP 6" SS

PROP 6" SS

2 - EXISTING 36" CMP

SET 1/2" I.R. W/ YELLOW CAP

FOR REFERENCE

C.O.B. GPS MONUMENT NO.

74 BEARS:

S 19°02'51" E 4138.49'

PROP

CLEAN

OUT

PROP MH

PROP. 10'

P.U.E., TYP.

TYPICAL STREET

CROSS SECTION DETAIL

SCALE: N.T.S.

MASTER PRELIMINARY PLAN

NOT FOR RECORD

ALAMOSA SPRINGS SUBDIVISION

BLOCK 1, LOTS 1 - 9 BLOCK 2, LOTS 1 - 18

BLOCK 3, LOTS 1 - 18 BLOCK 4, LOTS 1 - 18

BLOCK 5, LOTS 1 - 16 BLOCK 6, LOTS 1 - 16

BLOCK 7, LOTS 1 - 38 BLOCK 8, LOTS 1 - 30

BLOCK 9, LOTS 1 - 7 BLOCK 10, LOTS 1 - 17

BLOCK 11, LOTS 1 - 21 BLOCK 12, LOTS 1 - 10

218 TOTAL LOTS

R-O-W DEDICATION (2.21 ACRES)

COMMON AREA (.002 ACRES)

43.78 ACRES UNPLATTED TRACT,

T. J. WOOTEN SURVEY, A-59

BRAZOS COUNTY, TEXAS

JULY 8, 2019

MASTER PRELIMINARY PLAN NOTES:

1. THE PROJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100-YEAR

FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY

MANAGEMENT AGENCY: MAP NUMBERS 48041C0195E (DATED JULY 7, 2014),

48041C0285E (DATED MAY 16, 2012).

2. THE BUILDING SETBACK REQUIREMENTS FOR THIS TRACT ARE ESTABLISHED BY

THE CITY OF BRYAN ORDINANCES SEC. 62-161.

3. THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY

TUMLINSON LAND SURVEYING, DATED APRIL 12, 2018.

4. SANITARY SEWER: SANITARY SEWER SERVICE FOR THIS SUBDIVISION SHALL BE

PROVIDED BY THE EXTENSION OF THE EXISTING CITY OF BRYAN SANITARY SEWER

INFRASTRUCTURE ALONG JONES ROAD. 979-209-5030

5. DOMESTIC WATER SERVICE: THE DOMESTIC WATER SERVICE FOR THIS

SUBDIVISION SHALL BE PROVIDED BY THE CITY OF BRYAN. 979-209-5030

6. ELECTRICAL SERVICE: BRYAN TEXAS UTILITIES (BTU) SHALL BE PROVIDING

ELECTRICAL SERVICE TO THIS SUBDIVISION.979-821-5784

7. ALL PUBLIC UTILITY EASEMENTS (PUE) SHOWN HEREON SHALL BE DEDICATED WITH

THE PLATTING OF THIS SUBDIVISION.

8. DRIVEWAYS WILL BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH BCS

GUIDELINES.

9. THE PROJECT PROPERTY IS LOCATED IN THE CITY OF BRYAN.

10. ALL DEVELOPMENT AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY

OF BRYAN STANDARDS, ORDINANCES AND REGULATIONS.

11. THE CITY OF BRYAN IS RESPONSIBLE FOR THE MAINTENANCE OF PUBLIC

INFRASTRUCTURE WITHIN THE Right of Way AND PUBLIC UTILITY EASEMENTS.

12. SUBDIVISION'S HOMEOWNER'S ASSOCIATION (HOA) IS RESPONSIBLE FOR

MAINTENANCE OF SIDEWALKS, AND PRIVATE DRAINAGE EASEMENTS, INCLUDING

STORM SEWER, DRAINAGE WAYS, DETENTION AREAS AND LANDSCAPE AREAS. HOA

WILL ALSO BE RESPONSIBLE FOR LANDSCAPE MAINTENANCE OF FUTURE CITY OF

BRYAN THOROUGHFARE RIGHT OF WAY.

13. ALL LOTS WITH FRONTAGE ON JONES ROAD WILL NOT BE ALLOWED TO ACCESS

PROPERTY FROM JONES ROAD AND MUST USE NOPALITOS WAY FOR ACCESS.

14. LOTS 29 - 38 OF BLOCK 7 MUST USE PASEO PLACE FOR ACCESS.

15. LOT 30, BLOCK 8 AND LOT 1 & 5, BLOCK 9 MUST USE CERRILLOS DRIVE FOR ACCESS.

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WBW Land Investments LP

A005901, T J WOOTEN (ICL), TRACT 89,

38.57 ACRES

10251/087

BLOCK 9B

LO

CK

7N 43°04'03" E 2797.08' (TOTAL)

S

7

8

°

3

8

'

1

0

"

E

5

7

.

3

1

N

6

6

°

1

7

'

5

6

"

E

4

8

.

7

9

S

3

2

°

4

5

' 4

4

"

E

4

6

.5

0

S

1

7

°

2

9

'

4

6

"

W

1

2

2

.

5

4

N

8

6

°

1

0

'

3

5

"

W

8

8

.

2

2

S

3

0

° 2

8

' 4

8

"W

1

1

3

.3

2

S

3

5

° 5

9

' 4

6

"E

4

5

.4

4

S

0

1

°

2

4

'

0

9

"

E

1

5

4

.

0

7

S

2

2

°

2

0

'

5

7

"

E

1

8

7

.

9

9

S

7

9

°

5

1

'

0

8

"

E

6

0

.

0

8

N

5

9

°

2

3

' 1

1

"

E5

5

.5

2

S

55° 57' 17"E

60.86

S

3

3

°

0

2

' 0

1

"

E

9

4

.9

1

S

0

1

°

4

2

'

0

1

"

E

1

1

6

.

4

1

S 43°14'07" W 346.82' (TOTAL)

N 42°46'29" E 2010.43' (TOTAL)

BLOCK 9

DJBIT INC

A005900, T J WOOTEN (OCL),

TRACT 69, 10.10 ACRES

11221/259

CARL WICK & JANE RYAN

A005900, T J WOOTEN (OCL), TRACT 67,

42 ACRES

12628/271

BLOCK 12

N

SCALE: 1" = 60'

MASTER

PRELIMINARY PLAN

SHEET 2 OF 2

TYPICAL STREET

CROSS SECTION DETAIL

SCALE: N.T.S.

Registration Number F-15869

MILA

GR

O LO

OP

50' R

.O

.W

. - 27' B

-B

O

F C

UR

B

PROP MH

PR

OP

OS

ED

P

RIV

AT

E

DR

AIN

AG

E E

AS

EM

EN

T

CERRILLOS DRIVE - 50' R.O.W. - 27' B-B OF CURB

Set 1/2" I.R. w/ yellow

cap for reference

Set 1/2" I.R. w/ yellow

cap for reference

PROP MH

PROP MH

PROP MH

PROP MH

PROP 8" WL

PROP 8" WL

PROP

6" SS

PROP 8" SS

Set 1/2" I.R. w/ yellow

cap for reference

LOCATION MAP

SCALE: 1" = 4000'

N

LEONARD ROAD

JON

ES ROAD

W VILLA MARIA ROAD

HWY 47 - RIVERSIDE PKW

Y.

LINDA LANE

SHEET 2

SHEET 1

PROP FH

PROP FH

LEGEND

PROPERTY LINES

352'

EW-18

EGas

ET

AE

PROPERTY LINES

LOT LINE / R.O.W. LINES

PROPOSED EASEMENT

EXISTING CONTOUR ELEVATION

EXISTING 18" WATER LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE

EXISTING AERIAL ELECTRIC

PROPOSED 12" SANITARY SEWER

PROPOSED 8" SANITARY SEWER

PROPOSED 6" SANITARY SEWER

PROPOSED 8" WATER LINE

PROPOSED 4" WATER LINE

WATER SERVICE LINE

SANITARY SEWER SERVICE LINE

PROPERTY CORNER

DOMESTIC WATER SERVICE

DOMESTIC SANITARY SEWER SERVICE

PROPOSED SANITARY SEWER MANHOLE

SS-12

SS-8

SS-6

W-8

W-4

WS

SS

PROP ROAD CROSSING

WITH 16" CASING FOR

8" SANITARY SEWER

PROP ROAD CROSSING

WITH 16" CASING FOR

8" WATER LINE

T

U

R

K

E

Y

C

R

E

E

K

T

R

I

B

U

T

A

R

Y

C

-

3

PROP. 10'

P.U.E., TYP.

PROP. 10'

P.U.E., TYP.

PROP. 10'

P.U.E., TYP.

SURVEYOR

TUMLINSON LAND SURVEYING

T.B.P.L.S. FIRM NO. 10193858

1015 HOLT STREET

COLLEGE STATION, TEXAS 77840

254-931-6707

OWNER/DEVELOPER

REVEILLE AIR, INC.

P.O. BOX 138

KURTEN, TEXAS 77842

979-690-7711

ENGINEER

JBS ENGINEERING AND ENVIRONMENTAL, LLC.

2129 E. WILLIAM J. BRYAN PKWY.

BRYAN, TX 77802

979-485-2879

MASTER PRELIMINARY PLAN NOTES:

1. THE PROJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100-YEAR

FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY

MANAGEMENT AGENCY: MAP NUMBERS 48041C0195E (DATED JULY 7, 2014),

48041C0285E (DATED MAY 16, 2012).

2. THE BUILDING SETBACK REQUIREMENTS FOR THIS TRACT ARE ESTABLISHED BY

THE CITY OF BRYAN ORDINANCES SEC. 62-161.

3. THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY

TUMLINSON LAND SURVEYING, DATED APRIL 12, 2018.

4. SANITARY SEWER: SANITARY SEWER SERVICE FOR THIS SUBDIVISION SHALL BE

PROVIDED BY THE EXTENSION OF THE EXISTING CITY OF BRYAN SANITARY SEWER

INFRASTRUCTURE ALONG JONES ROAD. 979-209-5030

5. DOMESTIC WATER SERVICE: THE DOMESTIC WATER SERVICE FOR THIS

SUBDIVISION SHALL BE PROVIDED BY THE CITY OF BRYAN. 979-209-5030

6. ELECTRICAL SERVICE: BRYAN TEXAS UTILITIES (BTU) SHALL BE PROVIDING

ELECTRICAL SERVICE TO THIS SUBDIVISION.979-821-5784

7. ALL PUBLIC UTILITY EASEMENTS (PUE) SHOWN HEREON SHALL BE DEDICATED WITH

THE PLATTING OF THIS SUBDIVISION.

8. DRIVEWAYS WILL BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH BCS

GUIDELINES.

9. THE PROJECT PROPERTY IS LOCATED IN THE CITY OF BRYAN.

10. ALL DEVELOPMENT AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY

OF BRYAN STANDARDS, ORDINANCES AND REGULATIONS.

11. THE CITY OF BRYAN IS RESPONSIBLE FOR THE MAINTENANCE OF PUBLIC

INFRASTRUCTURE WITHIN THE Right of Way AND PUBLIC UTILITY EASEMENTS.

12. SUBDIVISION'S HOMEOWNER'S ASSOCIATION (HOA) IS RESPONSIBLE FOR

MAINTENANCE OF SIDEWALKS, AND PRIVATE DRAINAGE EASEMENTS, INCLUDING

STORM SEWER, DRAINAGE WAYS, DETENTION AREAS AND LANDSCAPE AREAS. HOA

WILL ALSO BE RESPONSIBLE FOR LANDSCAPE MAINTENANCE OF FUTURE CITY OF

BRYAN THOROUGHFARE RIGHT OF WAY.

13. ALL LOTS WITH FRONTAGE ON JONES ROAD WILL NOT BE ALLOWED TO ACCESS

PROPERTY FROM JONES ROAD AND MUST USE NOPALITOS WAY FOR ACCESS.

14. LOTS 29 - 38 OF BLOCK 7 MUST USE PASEO PLACE FOR ACCESS.

15. LOT 30, BLOCK 8 AND LOT 1 & 5, BLOCK 9 MUST USE CERRILLOS DRIVE FOR ACCESS.

PROP MH

100-yr FLOOD

INUNDATION AREA

(BASED ON CITY OF

BRYAN MODEL)

100-yr FLOOD

INUNDATION AREA

(BASED ON CITY OF

BRYAN MODEL)

P

R

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P

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A

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W

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IA

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T

P

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P

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P

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T

PR

OP

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P

RIV

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E

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AG

E E

AS

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T

PH

AS

E 2

PH

AS

E 3

PH

AS

E 2

PH

AS

E 3

MASTER PRELIMINARY PLAN

NOT FOR RECORD

ALAMOSA SPRINGS SUBDIVISION

BLOCK 1, LOTS 1 - 9 BLOCK 2, LOTS 1 - 18

BLOCK 3, LOTS 1 - 18 BLOCK 4, LOTS 1 - 18

BLOCK 5, LOTS 1 - 16 BLOCK 6, LOTS 1 - 16

BLOCK 7, LOTS 1 - 38 BLOCK 8, LOTS 1 - 30

BLOCK 9, LOTS 1 - 7 BLOCK 10, LOTS 1 - 17

BLOCK 11, LOTS 1 - 21 BLOCK 12, LOTS 1 - 10

218 TOTAL LOTS

R-O-W DEDICATION (2.21 ACRES)

COMMON AREA (.002 ACRES)

43.78 ACRES UNPLATTED TRACT,

T. J. WOOTEN SURVEY, A-59

BRAZOS COUNTY, TEXAS

JULY 8, 2019

PROP MH

MILA

GR

O LO

OP

PROP MH

FU

TU

RE

C

IT

Y O

F B

RY

AN

T

HO

RO

UG

HF

AR

E

(1

00

F

T R

.O

.W

.)

PROP. 15'

P.U.E., TYP.

PROP. 15' ACCESS

EASEMENT W/ 10'

SHARED USES PATH

PROP. 8"

CONCRETE

INTERSECTION

PROPOSED

POND A

PROPOSED

POND B

100'

R.O.W.

PROP MH

PROP MH

5

0

' R

.O

.W

. - 2

7

' B

-B

O

F

C

U

R

B

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