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OPP W/TRANS 20' ALLEY
150
(UNIMPROVED)
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1 I � Q ASPHALT I � � \ \ O \
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IV a I I I I 7 PACE 0 1'- b \ \S CES ®110
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2
m I 2n - 3' E$•1 BORDER AL THIS SIDE OF EILDG.
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'�\PRE-CAST CONC. W4�STOP (TYP) \ \ \
I \ \ \ \ ASPHALT
ELEC. f�1ETER — — EXIFING CONC. BLOCK
I \ \ \ \ E MAIN DISCONNECT r— — /� Cl-LQ04 TO BE REMOVED
\ GAS METER \ \ \ \ \ �.-9.
22'-6'
\ \ PROPOSED CHLRCH� \ D
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GAASS
100' h1g� - \449.98'-
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\ \ \ C •�Z \\, _ _ _ 36 SYCAMORE J / 2•_ �.y./•_♦—1 p 14 R_
TO:.e REMOVED —6
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—
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'-REMOVE EXISTING. \ -
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/ RELOCSWTIRON Q \ > \
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CUMBERLAND �ETREE,T /
X771% s
GENERAL/DEMOLITION NOTES:
IJ ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AS ADOPTED BY THE CITY OF LITTLE ROCK, ARKANSAS.
2.) VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING UTILITIES
DURING CONSTRUCTION E DEMOLITION. IF DAMAGE DOES OCCUR TO ANY SUCH INSTALLATION ALL REPAIRS SHALL BE ACCOMPLISHED BY AND AT
THE EXPENSE OF THE CONTRACTOR ACCORDING TO UTILITY COMPANY SPECIFICATIONS.
3.) REMOVE EXISTING BUILDING, FOUNDATION E SLABS, CONCRETE STEPS AND ASPHALT PAVING. DEMOLISH AND REMOVE ALL BELOW -GRADE
CONSTRUCTION INCLUDING BUILDING AND/OR RETAINING WALL FOUNDATIONS.
4.) PROTECT ADJACENT PROPERTY FROM DAMAGE BY EQUIPMENT AND MUD OR SILTRUNOFF FROM EXPOSED SOIL AREA DURING SITE PREPARATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO ADJACENT PROPERTIES, RIGHTS-OF-WAY, OR INJURIES TO THE PUBLIC DURING
CONSTRUCTION AND DEMOLITION, CAUSED BY THE CARELESSNESS OF HIMSELF, HS EMPLOYEES, OR ANY OF HIS SUB -CONTRACTORS.
5.) NO DEMOLITION WORK SHALL BE STARTED UNTIL ALL NECESSARY UTILITY DISCONNECTIONS HAVE BEEN COMPLETED AND VERIFIED.
6) CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL REQUIRED FEES PRIOR TO THE START OF ANY WORK.
7.) CONTRACTOR SHALL PROVIDE FOR LOCATION AND STAKING OF BUILDING LAYOUT ACCORDING TO SITE FOR INSPECTION.
8.) ALL UTILITY SERVICES SHALL BE BROUGHT TO WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION. SITE CONTRACTOR SHALL COORDINATE WITH.
BUILDING CONTRACTOR ON LOCATION OF TIE-INS.
9.) REMOVE FROM PROJECT SITE ALL DEBRIS, RUBBISH, AND OTHER WASTE MATERIALS RESULTING FROM SITE CLEARING AND BUILDING DEMOLITION.
10.) NO BURNING SHALL BE PERMITTED ON PROJECT SITE. WASTE MATERIALS SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF SITE.
11.) TEMPORARY SEDIMENT BARRIER AND DRAINAGE SHALL BE SO INSTALLED AS N07 TO CREATE A NUISANCE ON ADJACENT PROPERTY.
12.) CONTRACTOR SHALL FURNISH AND INSTALL NECESSARY TEMPORARY WORKS FOR THE PROTECTION OF THE WORK, INCLUDING BARRICADES, WARNING
SIGNS AND LIGHTS WHERE REQUIRED.
13.) ALL STRIPING AND SYMBOLS FOR HANDICAP PARKING SHALL BE T LIGHT BLUE PAINTED, ALL OTHER STRIPING SHALL BE 2" WHITE PAINTED.
14.) CHAIN LINK FENCE SHALL BE INSTALLED AS PER MANUFACTURER'S MOST RECENT SPECIFICATIONS.
15.) PROVIDE PIPE BOLLARDS EACH SIDE OF EXIT DOORS AT CONCRETE DRIVE SEE DETAIL 6/0.
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EXISTING\
WITSPHALT APRON E
TO REMAIN
I � /
RAMPS, LANDINGS, & STEPS:
1.) ALL LANDINGS SHALL BE LEVEL.
2,) ALL RAMPS SHALL BE 1)12 (8.330 RISE MAX.
3.) ALL LANDINGS E RAMPS SHALL BE
NON—SLIP CONCRETE FIN.
A.) 3000 PSI POURED CONCRETE
B.) VVIA X \NIA W.W.F.
C.) 6 MIL MOISTURE BARRIER
D.) COMPACTED GRANULAR FILL (4" MIN,)
E.) COMPACTED EARTH AS REQUIRED
HANDRAILS:
I.) PROVIDE CONTINUOUS HANDRAILS ALONG
SIDES OF Al w RAMPS, LANDINGS,
AND NEW STEPS.
2.) HANDRAILS SHALL NOT ROTATE IN THEIR
FITTINGS AND SHALL HAVE A MIN. STRENGTH
OF 25OLB. MOMENTARY CONCENTRATED
LOAD APPLIED AT TOP EDGE HORIZONTAL.
3,) ALL RAIL SPACING SHALL BE 3" VERT. MAX.
GAS SUPPLY F.R.V.
(IF REQ'D)
CCAS COCK CONNECT TO
iEQUIFMEN✓7,
6'' DIRT LECs �1 ����dl
V
U UNION
REMOVABLE
CAF
NOTE:
MAKE FINAL CONNECTION
TO EQUIPMENT, VERIFY
EXACT LOCATION OF EACH
PIECE OF EQUIPMENT WITH
ROUGH -IN DRAWINGS AND/OR
MECHANICAL DRAWINGS
rYf=ICAL' GAS
C®NNI✓T I ®N DOTA I
NOT TO SCALE
OTYPICAL PIPE
BOLLARD DETAIL
SCALE; 1 1/2" = 1'-0"
5'-0" MIN,
PAINTED METAL
HANDRAIL
RAMP/LANDING SEE NOTE 4.
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SX8X% GONG. 5LK.
FILLED VV/CONC.
u4 DOWELS ® 4'-0" 0.0
TN
YARDPOST
W/ CONCRETE
ED GRADE
3E W/ CONCRETE
.:AL )
TOP OF
RAIL
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POURED CONC. FOO I G O
2-u4 CONT. RESAR 0 _
W/#3 TIES ® 24" O.C. 1'-4"
NOT USED
I/2"
WALL WHERE APPLICABLE
I
JOINT SEALER
I
I 1/2" PREMOLDED FILLER
CONCRETE WALK
®TYP. SIDEWALK
JOINT DETAILS
SCALE; 3" = 1'-0"
TYP. HANDICAP
SYMBOL DETAIL
SCALE: 3/4'= 1'-0"
I 4"
HANDICAPPED STD. 18 GA.
- MANUFACTURED
I
PARKING
VAN
ACCESSIBLE
—2" SO. METAL PIPE
—FINISHED SUFACE
8" DIA, POURED CONC.
OTYP. HANDICAP
SYMBOL DETAIL
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nREVISIONS
27 MARCH 2000
19 JUNE 2000
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SHEET NUMBER:
1
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