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1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR
WITHIN THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO AT LEAST 98% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST,
(ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO
47* ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET
RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY
WITH A MOISTURE CONTENT BETWEEN OPTIMUM AND 4% ABOVE OPTIMUM.
2. IN ALL AREAS THAT RECEIVE FILL MATERIAL IN EXCESS OF 6" SHALL MEET THE
FOLLOWING ADDITIONAL REQUIREMENTS:
a. ALL PLANT MATERIAL SHALL BE CLEARED AND REMOVED FROM THE SITE.
b. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR FINAL TOP
DRESSING.
3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
4. THE SILT FENCE IS ONLY NEEDED IF/WHEN THE TREES, BRUSH, AND OTHER
VEGETATIVE COVER IS REMOVED AND THE SOIL IS EXPOSED IN THE AREA NORTH
OF DEACON DRIVE.
5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO.
TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES.
6. ALL DISTURBED AREAS SHALL BE SEEDED FOLLOWING COMPLETION OF ALL
EARTHMOVING ACTIVITIES.
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KENT M. LAZA, P.E.
ISTRI-. 0 30
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TEXAS BOARD OF PROFESSIONAL,
ENGINEERS REGISTRXnON # F1�
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1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR
WITHIN THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO AT LEAST 98% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST,
(ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO
47* ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET
RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY
WITH A MOISTURE CONTENT BETWEEN OPTIMUM AND 4% ABOVE OPTIMUM.
2. IN ALL AREAS THAT RECEIVE FILL MATERIAL IN EXCESS OF 6" SHALL MEET THE
FOLLOWING ADDITIONAL REQUIREMENTS:
a. ALL PLANT MATERIAL SHALL BE CLEARED AND REMOVED FROM THE SITE.
b. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR FINAL TOP
DRESSING.
3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
4. THE SILT FENCE IS ONLY NEEDED IF/WHEN THE TREES, BRUSH, AND OTHER
VEGETATIVE COVER IS REMOVED AND THE SOIL IS EXPOSED IN THE AREA NORTH
OF DEACON DRIVE.
5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO.
TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES.
6. ALL DISTURBED AREAS SHALL BE SEEDED FOLLOWING COMPLETION OF ALL
EARTHMOVING ACTIVITIES.
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DOCUMENT WAS AUTHORIZED BYi
KENT M. LAZA, P.E.
ISTRI-. 0 30
............. PHILLIPS ENGINEERING
TEXAS BOARD OF PROFESSIONAL,
ENGINEERS REGISTRXnON # F1�
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JUL 14 2011
COLLEGE STATION
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EXISTING CONTOURS (MINOR)
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JUL 14 2011
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N/F C LES f. TURNER D MARY E. TURNER 1
HENRY P. MAYO AND WIFE, SANDRA K. MAYO 22.97 ACRE TRACE 3331/61
'
23.00 ACRE TRACT TRACT 2, ZONED A 0 — —
1253/878 19
BRAZOS COUNTY �o
\ 20
GRADING CONSTRUCTION NOTES:
1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR
WITHIN THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO AT LEAST 98% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST,
(ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO
47o ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET
RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY
WITH A MOISTURE CONTENT BETWEEN OPTIMUM AND 47o ABOVE OPTIMUM.
2. IN ALL AREAS THAT RECEIVE FILL MATERIAL IN EXCESS OF 6" SHALL MEET THE
FOLLOWING ADDITIONAL REQUIREMENTS:
a. ALL PLANT MATERIAL SHALL BE CLEARED AND REMOVED FROM THE SITE.
b. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR FINAL TOP
DRESSING.
3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
4. THE SILT FENCE IS ONLY NEEDED IF/WHEN THE TREES, BRUSH, AND OTHER
VEGETATIVE COVER IS REMOVED AND THE SOIL IS EXPOSED IN THE AREA NORTH
OF DEACON DRIVE.
5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO.
TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES.
6. ALL DISTURBED AREAS SHALL BE SEEDED FOLLOWING COMPLETION OF ALL
EARTHMOVING ACTIVITIES.
LEGEND
$'
EXISTING CONTOURS (MAJOR)
EXISTING CONTOURS (MINOR)
1
PROPOSED CONTOURS
ROW LINE
BOUNDARY
LOCK 11
ROCK CHECK DAM
— — — — —
SILT FENCE
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N/F C LES f. TURNER D MARY E. TURNER 1
HENRY P. MAYO AND WIFE, SANDRA K. MAYO 22.97 ACRE TRACE 3331/61
'
23.00 ACRE TRACT TRACT 2, ZONED A 0 — —
1253/878 19
BRAZOS COUNTY �o
\ 20
GRADING CONSTRUCTION NOTES:
1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR
WITHIN THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO AT LEAST 98% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST,
(ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO
47o ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET
RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY
WITH A MOISTURE CONTENT BETWEEN OPTIMUM AND 47o ABOVE OPTIMUM.
2. IN ALL AREAS THAT RECEIVE FILL MATERIAL IN EXCESS OF 6" SHALL MEET THE
FOLLOWING ADDITIONAL REQUIREMENTS:
a. ALL PLANT MATERIAL SHALL BE CLEARED AND REMOVED FROM THE SITE.
b. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR FINAL TOP
DRESSING.
3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
4. THE SILT FENCE IS ONLY NEEDED IF/WHEN THE TREES, BRUSH, AND OTHER
VEGETATIVE COVER IS REMOVED AND THE SOIL IS EXPOSED IN THE AREA NORTH
OF DEACON DRIVE.
5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO.
TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES.
6. ALL DISTURBED AREAS SHALL BE SEEDED FOLLOWING COMPLETION OF ALL
EARTHMOVING ACTIVITIES.
LEGEND
$'
EXISTING CONTOURS (MAJOR)
EXISTING CONTOURS (MINOR)
2so
PROPOSED CONTOURS
ROW LINE
BOUNDARY
ROCK CHECK DAM
— — — — —
SILT FENCE
li
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