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TYPICAL PIPE
BOLLARD DETAIL
TYP. SIDEWALK
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SITE PLAN
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HANDICAP
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HANDICAP
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SYMBOL DETAIL
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SCALE: I"= 1'-0"
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GENERAL/DEMOLITION NOTES:
1.)
ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AS ADOPTED BY THE CITY OF LITTLE ROCK, ARKANSAS.
TOP OF
2.)
VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING UTILITIES
RAMPS, LANDINGS, & STEPS:
�� SEE PLAN RAIL
5'-0" MIN.
DURING CONSTRUCTION EDEMOLITION. IF DAMAGE DOES OCCUR TO ANY SUCH INSTALLATION ALL REPAIRS SHALL BE ACCOMPLISHED BY AND AT
IJ ALL LANDINGS SHALL BE LEVEL.
THE EXPENSE OF THE CONTRACTOR ACCORDING TO UTILITY COMPANY SPECIFICATIONS.
2.) ALL RAMPS SHALL BE 1112 (8.330 RISE MAX.
3.)
REMOVE EXISTING BUILDING, FOUNDATION Z SLABS, CONCRETE STEPS AND ASPHALT PAVING. DEMOLISH AND REMOVE ALL BELOW -GRADE
3.) ALL LANDINGS E RAMPS SHALL BE
CONSTRUCTION INCLUDING BUILDING AND/OR RETAINING WALL FOUNDATIONS.
NON -SLIP CONCRETE FIN.
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4.)
PROTECT ADJACENT PROPERTY FROM DAMAGE BY EQUIPMENT AND MUD OR SILT RUNOFF FROM EXPOSED SOIL AREA DURING SITE PREPARATION.
A.) 3000 PSI POURED CONCRETE
PAINTED METAL
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO ADJACENT PROPERTIES, RIGHTS-OF-WAY, OR INJURIES TO THE PUBLIC DURING
B.) VVIA X WIA W,W.F.
HANDRAIL N
CONSTRUCTION AND DEMOLITION, CAUSED BY THE CARELESSNESS OF HIMSELF, HIS EMPLOYEES, OR ANY OF HIS SUB -CONTRACTORS.
—
C.) 6 MIL MOISTURE BARRIERD.)
5.)
NO DEMOLITION WORK SHALL BE STARTED UNTIL ALL NECESSARY UTILITY DISCONNECTIONS HAVE BEEN COMPLETED AND VERIFIED.
COMPACTED GRANULAR FILL (4" MIN.)
6.)
CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL REQUIRED FEES PRIOR TO THE START OF ANY WORK.
E.) COMPACTED EARTH AS REQUIRED
71
RAMPILANDING SEE NOTE
7.)
CONTRACTOR SHALL PROVIDE FOR LOCATION AND STAKING OF BUILDING LAYOUT ACCORDING TO SITE FOR INSPECTION.
HANDRAILS:
8.)
ALL UTILITY SERVICES SHALL BE BROUGHT TO WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION. SITE CONTRACTOR SHALL COORDINATE WITH
1,) PROVIDE CONTINUOUS HANDRAILS ALONG
BUILDING CONTRACTOR ON LOCATION OF TIE-INS.
OUTSIDE EDGES OF ALL RAMPS, LANDINGS,
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GRADE
9.)
REMOVE FROM PROJECT SITE ALL DEBRIS, RUBBISH, AND OTHER WASTE MATERIALS RESULTING FROM SITE CLEARING AND BUILDING DEMOLITION.
AND NEW STEPS.
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10.)
NO BURNING SHALL BE PERMITTED ON PROJECT SITE. WASTE MATERIALS SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF SITE.
2.) HANDRAILS SHALL NOT ROTATE IN THEIR
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FILLED W/CONC.
FITTINGS AND SHALL HAVE A MIN. STRENGTH
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11.)
TEMPORARY SEDIMENT BARRIER AND DRAINAGE SHALL BE SO INSTALLED AS NOT TO CREATE A NUISANCE ON ADJACENT PROPERTY.
OF 250LB. MOMENTARY CONCENTRATED
tt4 DOWELS ®4'-0" O.C.
12.)
CONTRACTOR SHALL FURNISH AND INSTALL NECESSARY TEMPORARY WORKS FOR THE PROTECTION OF THE WORK, INCLUDING BARRICADES, WARNING
LOAD APPLIED AT TOP EDGE HORIZONTAL.
POURED CONI. FOOTING
SIGNS AND LIGHTS WHERE REQUIRED.
3.) ALL RAIL SPACING SE -TALL BE 6INCHES MAX,
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13.)
ALL STRIPING AND SYMBOLS FOR HANDICAP PARKING SHALL BE 2" LIGHT BLUE PAINTED, ALL OTHER STRIPING SHALL BE 2" WHITE PAINTED.
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W/93 TIES ® 24" O.C.
PLANN
14.)
CHAIN LINK FENCE SHALL BE INSTALLED AS PER MANUFACTURER'S MOST RECENT SPECIFICATIONS.
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ROVED, SUBJECT
AS NOTED IN
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15.)
PROVIDE PIPE BOLLARDS EACH SIDE OF EXIT DOORS AT CONCRETE DRIVE. SEE DETAIL 6/CI.
RAMP DETAIL &" NOTES
MINUTE RECORD
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SCALE: 3/4" = 1'-0"
DATE._
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P1- ' n 6 1999
BY:
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SHEET NUMBER:
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