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PAVING DETAILS
&
~4.0 INCHES OF ASPHALT
PAVEMENT
~ 6.0 INCHES OF LIMESTONE
BASE COURSE
LIGHT DUTY PAVEMENT (CENTER)
NTS
~5.0 INCHES OF ASPHALT
PAVEMENT
~6.0 INCHES OF LIMESTONE
BASE COURSE
HEAVY DUTY PAVEMENT (CENTER)
NTS
REFERENCE TO GEOTECHNICAL INVESTIGATION' 991561 BY BUCHANAN/SOIL
MECHANICS ING. DATED MAY 1999 FOR SUBGRADE COMPACTION AND
PAVEMENT DESIGN INFORMATION.
LEGEND
HEAVY DUTY ASPHALT PAVEMENT
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CONCRETE PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
- Ft - FIRE LANE
WHEEL STOP
PAVING NOTES
1. ALL SIGNS. PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES
SHALL CONFORM TO THE TEXAS DEPARTMENT OF TRANSPORTATION
AND COLLEGE STATION STANDARDS, LATEST EDITION.
2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT AASHTO
SPECIFICA TlONS, LOCAL HIGHWAY CONSTRUCTION SPECIFICATIONS AND THE
PROJECT SPECIFICA nONS.
3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES.
ROADWAY LANES, PARKING STALLS, HANDICAPPED PARKING SYMBOLS,
ACCESS AISLES, AND MISC. STRIPING WITHIN PARKING LOT AS SHOWN ON
THE PLANS.
4. THE CONTRACTOR SHALL SUBMIT A JOINT LAYOUT PLAN TO THE ENGINEER &:
CONSTRUCTION l.4ANAGER FOR APPROVAL PRIOR TO THE START OF CONCRETE PAVfJAENT
CONSTRUCTION.
S ALL JOINTS SHALL EXTEND THROUGH THE CURB.
6. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS IS 1.5 FEET.
7. ALL JOINTS. INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS,
SHALL BE SEALED WITH JOINT SEALANT.
8. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL, GRADE 60,
AND SHALL BE SUPPORTED BY BAR CHAIRS.
9. MANHOlES, WATER VALVES. METERS, ClEANOUTS. ETC, SHALL BE BOXED OUT
WITH 4" THICK CONCRETE(SEE CLEANOUT DETAIL). MINIMUM
LENGTH Of EACH SIDE Of BOX OUT SHALL BE 24 INCHES.
10. REfER TO IRRIGATION PLAN fOR LOCA nON OF PROPOSED SLEEVlNG.
11. FIRE LANES SHALL BE DESIGNATED BY CONTINUOUS PAINTED LINES FOUR (4)
INCHES IN WIDTH ON EACH SIDE OF THE FIRE LANE STARTING AT THE
ENTRANCE FROM THE STREET. SUCH LINES SHALL BE BRIGHT RED
IN COLOR, OR AS DESIGN A TED BY THE CITY Of COlLEGE STA TlON FIRE DEPARllAENT
12. FIRE LANES ADJACENT TO CURBS SHALL BE OUTLINED BY A FOUR (4) INCH
WIDE STRIPE PAINTED BRIGHT RED IN COLOR ALONG THE CURB'S FACE
13. THE WORDS "FIRE LANE" AND "NO PARKING" SHALL BE STENOLED IN FOUR (4)
INCH HIGH. WHITE LETTERS SPACED AlTERNATELY EVERY Flfl[[N (15) FEET AlOOG THE REO
FIRE LANE STRIPS.
14. THE MATERIALS AND PROPERTIES Of ALL CONCRETE SHALL WEET THE
APPLICABLE REQUIREMENTS IN THE ACI MANUAL OF CONCRETE PRACTICE.
15. PROVIDE BARRIER FREE RAMPS AT ALL SIDEWALK AND PARKING LOT
INTERSECTIONS. AND ALL HANDICAPPED STALLS..
16. REFERENCE TO LANDSCAPE ARCHITECTURAL PLANS FOR SIDEWALK DETA.lLS.
17. REFERENCE TO &OTECHNlCAL INVESTIGATION * 991561 BY BUCHANAN/SOIL
MECHANICS INC. DATED MAY 1999 FOR SUBGRADE COMPACTION AND
PA\DtENT DESIGN INrORt.AATlON.
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