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SEE LANOSCAPE ARCHITECTS PlANS rOR
AOOl11()NAl 1Nf"000A 11()N ON SCREENING WAlL
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SEE SHEET C-SA
FOR DETAILS IN
THIS AREA
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ENGINEERED BlOCK RETAINING WALl
;:.... TO WATCH CITY OF COl.I.EGE ST A 11()N
8 ASTHETIC REQUIREMENTS. CONTRACTOR
TO SU8MIT BlOCK SAMPU: rRON
JE1IIEL CONCRETE. INC. OR EQUAl. TO
ENGINEER. ARCHITECT, ANO CITY OF
2'Xl' DRAIN HOlE " 1:;0000GE STATION STAfF.
- _ _ _ _ _ _ _ _ _ _ _ _ _ _ -.:'- (REf. STRUClURAl PlANS)
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TW-284.5
BW- 284
I 35' ROW DEQJ
1284,82285,.40 28 .00 286.4~ ').'t!>.
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ENGINEERED BLOCK RETAINING WALl
TO WATCH CITY OF COlLEGE STA11()N
ASTHETIC REQUIREMENTS. CONTRACTOR
TO SU8NIT BLOCK SAMPLE rRON
JEWEL CONCRETE, INC. OR EQUAL TO
ENGINEER. ARCH/TECT. ANO CITY OF
COlLEGE STATION STAfF.
(REF STRuClURAL PlANS)
303.63></30400
303.97>< X304.21
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SEE ARCH. PlANS
fOR RAMP DETAILS
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BW 292.00
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SLOPED CONCRETE RAMP
SEE ARCH PLANS.
y
~O 55 X290 45
ENQNEERED BLOCK RETA~NG WAlL
TO WATCH CITY OF COlLEGE STATION
ASTHEI1C REQUIREMENTS. CONTRACTOR
TO SUBMIT BLOCK SAWPLE FR~
JEWEL CONCRETE. INC OR EQUAL. TO
ENQNEER. ARCHITECT. AND CITY OF
COLLEGE STATION STAfF
(REf. STRUClURAL PLANS)
290.40
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FF=296.76
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'. 10' ROCK RIP RAP SECTION
. FROM B.OC. TO BANK OF
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295 76
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GRAPHIC SCALE
50
25
50
()
..._----_._"._-_._-_.~
( IN FEET )
inch 50 ft
GRADE WILL
EN INEERIN
BE
PLAN
OORDINA TED WITH
FOR EORGE
Me
BUSH
CLURE
DRIVE
DRIVEWAY PLAN
GEORGE BUSH DRIVE
&
'0 +20%
n SLOPE
'... +80%
n SLOPE
TION A A
NTS
LEGEND
EXISTING GRADES
PROPOSED GRADES
GRADE SWALE TO DRAIN AS SHOWN
DRIVEWA Y PROFILE
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1290
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I 0+00 0+50
CONTRACTOR TO CONST UCT SMOOm
DRIVABLE TRANSITION B TYtf:EN GRADES.
CONTRACTOR TO NOTIFY CITy STAFF'
ENGINEER AT TIME Of C NSTRUCTION.
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SCALE:i '''=50' H :
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GRADING NOTES
1. ALL PUBLIC WORKS CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY Of COlLEGE
STATION STANDARDS AND SPECIfiCATIONS FOR PUBLIC WORKS CONSTRUCTION
2 CONTRACTOR SHAlL CONTACT ALL CITY AND FRANCHISE UTILITY COMPANIES TO HAVE THEM
LOCATE TO HAVE THEM LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION
3. CONTRACTOR SHAlL FIELD VERIFY HORIZONTAl AND VERTICAL LOCATION Of ALL EXISTING
UTILITIES BEFORE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING
UTILITIES If ANY EXISTING UTILITIES ARE DAMAGED. THE CONTRACTOR SHALL REPLACE
THEM AT OWN EXPENSE
4. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE AS-BUILT PLANS
IDENTlrYlNG ALL DEVIATIONS OR vARIATIONS OF ORIGINAL PLANS PER CITY Of COlLEGE
STATION STANDARDS
5 CONTRACTOR SHALL VERIFY BENCHMARI< ELEVATION PRIOR TO CONSTRUCTION.
6 REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALL,ED
PRIOR TO COMMENONG GRADING OPERAI10NS.
7. ALL AREAS DISTURBED BY GRADING OPERATIONS SHALL BE SEEDED AND MAINTAINED
UNTIL A UNIFORM COVERAGE Of 70~ MINIMUM DENSITY. AS DETERMINED BY THE OWNER
OR OWNER'S REPRESENTATIVE. IS ACHIEVED. DISTURBED AREA NOT UNDER CONSTRUCTION
SHALL NOT BE LEFT UNSTABILlZED FOR WORE THAN 14 DAYS.
8
THE CONTRACTOR IS EXPECTED TO FOLLOW RECOMMENDATIONS MADE IN THE SUB-
SURFACE EXPLORATION REPORT BY BUCHANAN SOtL WECHANICS, INe.
NO EXCESS FILL MATERIAL SHALL BE REMOVED FROM SITE WITHOUT DIRECTION FROM
THE OWNER
9.
10
ALL SPOT GRADES ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED OR UNLESS
ENTIRELY ON SIDEWALK
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12.
REGULATIONS
INSTALL BARRIER FREE RAMPS WHERE SIDEWALK INTERSECTS PARKING OR DRIVEWAY,
AND AT AlL HANDICAPPED PARKING STALLS
13.
14.
15.
CONTRACTOR TO PROTECT EXISTING TREES WHERE PRACTICAL
SEE LANDSCAPE PlANS FOR DETAILED LANDSCAPE GRADES.
FILL PLACED IN FLOODPLAIN OUTSIDE Of PAVEWENT SHALL BE COMPACTED TO MIN. 95%
STANDARD PROCTOR DENSITY AS PER fEMA REGULATIONS
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