HomeMy WebLinkAboutV-99-01 Merchant's Pointe Lot 2 O'Charley's Ground Sign pg. 4I 1 i 1
(I) #5 BAR CONTINUOUS
4" d) GALVANIZED STEEL POST
2 I/2" m GALVANIZED STEEL BATE
POST WITH •'TAL PIVOT HINS5
CHAIN LINK FENCE
(PENGIN6 TO HAVE
8REEN VINYL SLATS)
BOLLARD
METAL VERT1GAL GUIDE LATCH
WITH SLEEVE SET IN CONCRETE
12" WIDE CONCRETE POST FOOTING
6" CONCRETE DUMPSTER PAD WITH
6x6/•2.4 -•2.4 WIRE MESH (TURN
SLAB DOWN 16" AND PROVIDE A
CONTINUOUS *5 BAR)
6" MINIMUM COMPACTED STONE
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FRONT ELEVATHOIPI
SCALE NONE
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ATE ELEVATOON
SECTOON
SCALE NONE
SCALE NONE
12'-O"
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CHAIN LINK GATE
WITH GREEN
VINYL SLATS
LOCATION OF 4"
PIPE BOLLARD
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6" CONCRETE SLAB WITH
6x6 1/42.gx1 WIRE MESH
OVER 6" MINIMUM
COMPACTED &RAVEL
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4" DRAIN
12"
,•1� t
(I) #5 BAR CONTINUOUS
THICKENED SLAB AT
FRONT ED6E OF
DUMPSTER ENCLOSURE
TURN-DOWN SLAB
AT EDGE
PAVEMENT SURFACE
2" MIN.
(6" MAX.
SIDE ELEVATDOINI
SCALE NONE
CORNER METAL
SCALE NONE
3"
T
SCALE NONE
JOEL ell NI
4' -0"
3'-6"
IJIE$TAURA
OWNERI
O'CNARLEY`S, INC.
3038 SIDCO DRIVE
N ASHVILLE,TN, 3720
N AME
ADDRESS
CITY, STATE
P HONE NUMBER
(115)251 -8800
GENERAL CONTRACTORI
3
CHAIN LINK
WITH GREEN
VINYL SLATS
I"1
CHAIN LINK FENCE
2 I /2" N GALVANIZED
GATE POST
METAL PIVOT HINGE
4" d> GALVANIZED
STEEL POSTS
6" STEEL PIPE FILLED
WITH CONCRETE ONE
ON EACH SIDE
WI-11TE
6R
3/4" EXTERIOR
SRAM PLYWOOD
144ITE
4 4x4 P.T. POTS
3/4" TEMPERED WATER
TO BLDG. MECH. ROOM.
SEE SHEET G-3 BLD6
PLUMBING PLANS.
FROST -PROOF YARD
HYDRANT.
4" DRAIN (J.R. SMITH
N0. 2410 OR EQUAL)
N
12"
DUMP
SCALE NONE
2'
I3' -6"
12' -10"
1
1
1
TER ECLO
3/4" CONDUIT TO BLDG.
MOP. RIGID TURN -UP TO
24" ABOVE SLAB. GAP
END.
4" STEEL PIPE
BOLLARDS FILLED
WITH CONCRETE
f
6" THICK CONCRETE
DUMPSTER PAD
WITH 6x6 142.4-
112 4 W.W.M.
6" STEEL PIPE
BOLLARDS FILLED
WITH CONCRETE
2" LIP, MIN.
(SEE 6RAPIN&
PLAN FOR SPOT
ELEVATIONS)
(2)6'x
CHAIN LINK
6ATE5 WITH
FENCING TO
HAVE SRC-EN
VINYL SLATS
UDC PLAINI 1ETAOL
4" PVG 0 2% MIN. SLOPE.
SEE PLAN FOR CONTINUATION.
6" THICK 4000 P51 CONCRETE PAD (5.556 ±15%
ENTRAINED AIR) WITH 6x6 IAl2.4xH2.q
W.W.M. WITH 16" x 8" TURN DO144 WITH
I- #5 BAR CONT., OVER 6" COMPACTED
CRUSHED STONE BASE.
SAW JOINTS IN CONCRETE SLAB,
SAW I -112" DEEP (TYPICAL)
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DATE ISSUED
03 -07 -01
REVISIONS
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