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ERAL NOTES:
XISTING CONTOUR
ROPOSED CONTOUR
ROPOSED TOP OF CURB ELEVATION
ROPOSED TOP OF PAVEMENT ELEVATION
ROPOSED FINISHED FLOOR ELEVATION
ROPOSED FLOWLINE ELEVATION
ROPOSED FINISHED GRADE ELEVATION
ROPOSED DRAINAGE FLOW DIRECTION
ROPOSED "SILT -FENCE"
P PROPOSED RETAINING WALL
JNDERGROUND UTILITIES ARE SHOWN IN
THE CONTRACTOR SHALL DETERMINE
EXISTING UTILITIES BEFORE COMMENCING
TREES TO BE FULLY RESPONSIBLE FOR
H MAY OCCUR DUE TO HIS FAILURE TO
RVE ANY AND ALL UNDERGROUND UTILITIES.
(TACT UTILITY COMPANY REPRESENTATIVES A
DVANCE OF ANY EXCAVATION.
ALLEN GIBBS, P.E. — 764.3690
IM WINN — 774.2506
144.8377
LAVENDAR — 846.2349
)NY MICHALSKY — 764.3660
ECTED TOWARDS THE PARKING AREAS. NO ROOF
N WATER RUN-OFF WITHOUT BEING ROUTED THROUGH
6
333
332
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0 10 40
ire
5 20
(SCALE IN FEET)
EXISTING PAVEMENT
JONES -BUTLER ROAD
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LE: 1 " = 20'
NOTE: CONTOURS ARE TAKEN FROM TOPOGRAPHIC SURVEY PREPARED BY
BURY+PITTMAN, INC. CONSULTING ENGINEERS AND SURVEYORS
(FEB., 1996.)
PROPOSED PAVEMENT
17'
TOP PROPOSED PAVEMENT
3/8' 0 BARS O
12' O.C. (BOTHWAYS)
I�
3,000 P.S.I. CONCRETE
(28 -DAY STRENGTH)
6' THICKNESS COMPACTED TRANSITION PAVEMENT THICKNESS
LIME STASIUZED SUBGRADE THIS AREA AS SHOWN
(ASSUME 5X)
SECTION THRU ACCESS DRIVE APRON
N.T.S.
TRAFFIC CONTROL NOTE:
TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY
SEPARATE CONTRACTOR, ie, N—LINE, INC. IN ACCORDANCE WITH TXDOT STANDARD
DETAILS AND SPECIFICATIONS.
PREPARED FOR: SOUTHWOOD WEST GROUP
P.O. BOX 10220
COLLEGE STATION, TEXAS 77842
TELEPHONE: (979) 693-1617
GARRETT ENGINEERING
Consulting Engineering & Land Surveying
4444 Carter Creek Parkway Suite 108
Bryan, Texas 77802
Phone: 979 / 846 - 2688
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JERAL NOTES:
EXISTING CONTOUR
'ROPOSED CONTOUR
'ROPOSED TOP OF CURB ELEVATION
DROPOSED TOP OF PAVEMENT ELEVATION
3ROPOSED FINISHED FLOOR ELEVATION
'ROPOSED FLOWLINE ELEVATION
'ROPOSED FINISHED GRADE ELEVATION
'ROPOSED DRAINAGE FLOW DIRECTION
'ROPOSED "SILT -FENCE"
OP PROPOSED RETAINING WALL
UNDERGROUND UTILITIES ARE SHOWN IN
THE CONTRACTOR SHALL DETERMINE
L EXISTING UTILITIES BEFORE COMMENCING
GREES TO BE FULLY RESPONSIBLE FOR
� MAY OCCUR DUE TO HIS FAILURE TO
:RVE ANY AND ALL UNDERGROUND UTILITIES.
NTACT UTILITY COMPANY REPRESENTATIVES A
NDVANCE OF ANY EXCAVATION.
ALLEN GIBBS, P.E. - 764.3690
CIM WINN - 774.2506
344.8377
LAVENDAR - 846.2349
'ONY MICHALSKY - 764.3660
RECTED TOWARDS THE PARKING AREAS. NO ROOF
W WATER RUN-OFF WITHOUT BEING ROUTED THROUGH
4
333
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-332
333
0 10 40
111111 1
5 20
(SCALE IN FEET)
LE: 1 " = 20'
NOTE: CONTOURS ARE TAKEN FROM TOPOGRAPHIC SURVEY PREPARED BY
BURY+PITTMAN, INC. CONSULTING ENGINEERS AND SURVEYORS
(FEB., 1996.)
TRAFFIC CONTROL NOTE:
TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY
SEPARATE CONTRACTOR, ie, N -LINE, INC. IN ACCORDANCE WITH TXDOT STANDARD
DETAILS AND SPECIFICATIONS.
PREPARED FOR: SOUTHWOOD WEST GROUP
P.O. BOX 10220
COLLEGE STATION, TEXAS 77842
TELEPHONE: (979) 693-1617
► GARRETT ENGINEERING
Consulting Engineering & Land Surveying
4444 Carter Creek Parkway Suite 108
Bryan, Testas 77802
Phone: 979 / 846 - 2688
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N.T.S.
TRAFFIC CONTROL NOTE:
TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY
SEPARATE CONTRACTOR, ie, N -LINE, INC. IN ACCORDANCE WITH TXDOT STANDARD
DETAILS AND SPECIFICATIONS.
PREPARED FOR: SOUTHWOOD WEST GROUP
P.O. BOX 10220
COLLEGE STATION, TEXAS 77842
TELEPHONE: (979) 693-1617
► GARRETT ENGINEERING
Consulting Engineering & Land Surveying
4444 Carter Creek Parkway Suite 108
Bryan, Testas 77802
Phone: 979 / 846 - 2688
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