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HomeMy WebLinkAboutZ-6040-A Map 3'D PIPE SLEEVE 12" LON& 0 PEI_D BOTTOM SECTION TO PIPE COLUMN WELD AGE BOLTS Ln I I 1 0 - I o o 0 0 O I I/20 STD 1 \ PIPE COLUMN SEE NO'T'E 2 2' X 2" X 8/I6` ANGLE FR FIELD WELD GATE HINGE ELI 1 I/2"=I'-O" .98,—q" Ln (SATE HINGE ELEVATION 1/2"=1'-O" 2• &ALV STEEL PIPE W/ METAL CAP DAR SLATS ' SPACE BE')Y EEN 37 TO 2X4 TWIST SEE NOTE 5 2X4 TREATED FURRINS ATTACHED W/ 1/4" X S` LONG 6ALV THRU BOLTS 5/8' T -1 -II PWD SIDING V66ROOVES 8" OC STAIN NOTE 9 1/2" EXP JOINT I` LAF— a* SLOPED OONC DUMPSTER SLAB W/ 6X6 4/4-- i� 3" ®REAC21- 5" ® FRONT— O 0 _1 3/4"=1'-O" �V] L x TO TO } 11" DIA.— BOLT CIRCLE PAINTED POLE LIGHT FIXTURE: SUPER METAL HALIDE SEE TABLE BELOW MOUNTING ARM 4" STEEL— POLE TEEL POLE — 0 10 1 4" 2'-6" MIN. BASE PLATE DETAIL 2 1/2"x5" HANDHOLE: P-13 GRAY WITH COVER DO NOT GROUT BASE PLATE 1/2"€ CONDUIT STUB -UP 11 U -Z 3" PROJECTION I 00 Q z ONCRETE - 1 a p CURB 1 d 11 4 I N 3/4"1 GALVANIZED ANCHOR BOLTS SEE TABLE BELOW FOR LENGTH POLE HEIGHT LAMP WATTAGE 10'-16' 400 W 20'-22' 1000 W EXTERIOR PLYWOOD V INTERIOR STUDS AT 16' OC FELT SCALE: 1/2" = 1'-0" X Y 1Dr.I^IL 15" 30" 4'8" 5'6" TYPICAL POLE FOUNDATION 3,000 PSI CONCRETE #3 TIES 0 12" O.C. I I I (4) #4 VERTICAL REBARS I I ONE AT EACH CORNER r ---T 1'-6" DIAMETER POLE HEIGHT ELEVATION <=16' >16' SCALE: 1/2" = 1'-0" X Y 1Dr.I^IL p PIPE — 12" LONG SLEEVE TOP 4 I—BOTTOM) I/z STD. PIPE COLUMN (QED IN OONGRETEJ X 2" X 8/16" ANGLE &ATE LAME PAINT(* 3 STEM, 1" CALIPER CREPE MYRTLE TYPICAL FOR 6 k 172.74' � � S 87° 33 11 W _ _ �-- _ _ - - 000 0 5' BUILDING SETBACK _ _ _ _ _ _ 1- O N 118" HIGH EVERPRE N 0 (0/ 1000 GAL. 0 RASH HOLLY ® 3' 0. GREASE TRAP L 0 = _ _ _ _ _ J 0 AREA LIGHT PROPOSED G -STORE , 0 7'1 5 18' ° L — — — — — — 21774 51= o LJ / V L I RAMP UP o a- 0 NATCHEZ CREPE MYRTLE X10 ° / OR TREE o H/C PARK NG SIGN 18" HIGH EYERGREEN 1 00 < j 'T O ;:, Z7 / HOLLY @ 3 O.C. 5, I cel VAN CCE SIBL PARKING / o� o �^ / h 0 �\ 116 —6' 5 SPAC © 9' xl 9' 3 SPACES Q / 0 " �^ w I 5'�I 9' = 27' / Q� CONC. w 1 10' 19' I o0 19, 4 19' ' 6' / o 4 WALK / �I ( I-- ---------- / p % O L� 0 L 1 /O 0 4„ SEWER O 24' x 89' CANOPY / 0 C Q) (0a CONCRETE PAVING 0ov �U �• err � I 0 .:,.`'" I D SIGN GRASS AREA d EXISTING SEWER M.H. 00 • 00 • 000 / 87 33 11 1 EXIST'G. H/C RAMP CONC R MP . APRON RMP a 3' HIGH CMU PLANTER W/ 1912 MAX. 1912 MAX. r 18" HIGH EVERGREEN / HOLLY @ 3' O.C. 12' — 36' 3 STEM, 1 R CALIPER CREPE MYRTLE/ TYPICAL FOR 6 — E3A5EL I NE ROAD — — 1 1/2' X I I/2" X SA6" STOP _ k2' MIN W� TO FRAME MAX IX6 CEDAR SLATS TO &ATE VV V5"X 8" X 1/4` CARRIA&E BOLTS STEEL PLATE 4 PER SLAT TRASH ENCLOSURE C-7ATE DETAIL M SOLID STEEL ROD &ATE BOLT H NN C9 N u 1 1/6" WIDE SLOT Li Q v 0 OUT IN PIPE 0 z I oo` . IN V) (t) J 1 1/4" OD STEEL PIPE — M-000 TO &ATE FRAMIE — SEE NOTE 4 0 I i� PROVIDE A 1 1/4" HOLE 2" DEEP IN GONG SLAB TO RECEIVE GATE BOLT GATE BOLT DETAIL HAND 1 1/2"=1'-O" 3/4"=1'-O" 2' 112" X 18` METAL SI&N W/ BAKED ENAMEL FINISH BOLTED TO FADE OF POST i 1/2" ROUND METAL PIPE W/ 6ALVANIZED FINISH FINISH 6RADE TOP OF WALK 1 OR PAVING Robert J. Bailey Architect P.O. Box 251756 Little Rock, Arkansas 72207 JOB NAME: ROCKY'5 COME'ON IN DRAWN BY: CHECKED BY: LOCATION: BA5ELINE 4 CHICOT ROADS SCALE: I"=20' LITTLE ROCK, ARKANSAS DATE: 1-2-02 JOB NUMBER SHEET DE50RIPTION:51TE PLAN 01-111 1 01 -2-boy o-4 15" 30" 4'8" 5'6" p PIPE — 12" LONG SLEEVE TOP 4 I—BOTTOM) I/z STD. PIPE COLUMN (QED IN OONGRETEJ X 2" X 8/16" ANGLE &ATE LAME PAINT(* 3 STEM, 1" CALIPER CREPE MYRTLE TYPICAL FOR 6 k 172.74' � � S 87° 33 11 W _ _ �-- _ _ - - 000 0 5' BUILDING SETBACK _ _ _ _ _ _ 1- O N 118" HIGH EVERPRE N 0 (0/ 1000 GAL. 0 RASH HOLLY ® 3' 0. GREASE TRAP L 0 = _ _ _ _ _ J 0 AREA LIGHT PROPOSED G -STORE , 0 7'1 5 18' ° L — — — — — — 21774 51= o LJ / V L I RAMP UP o a- 0 NATCHEZ CREPE MYRTLE X10 ° / OR TREE o H/C PARK NG SIGN 18" HIGH EYERGREEN 1 00 < j 'T O ;:, Z7 / HOLLY @ 3 O.C. 5, I cel VAN CCE SIBL PARKING / o� o �^ / h 0 �\ 116 —6' 5 SPAC © 9' xl 9' 3 SPACES Q / 0 " �^ w I 5'�I 9' = 27' / Q� CONC. w 1 10' 19' I o0 19, 4 19' ' 6' / o 4 WALK / �I ( I-- ---------- / p % O L� 0 L 1 /O 0 4„ SEWER O 24' x 89' CANOPY / 0 C Q) (0a CONCRETE PAVING 0ov �U �• err � I 0 .:,.`'" I D SIGN GRASS AREA d EXISTING SEWER M.H. 00 • 00 • 000 / 87 33 11 1 EXIST'G. H/C RAMP CONC R MP . APRON RMP a 3' HIGH CMU PLANTER W/ 1912 MAX. 1912 MAX. r 18" HIGH EVERGREEN / HOLLY @ 3' O.C. 12' — 36' 3 STEM, 1 R CALIPER CREPE MYRTLE/ TYPICAL FOR 6 — E3A5EL I NE ROAD — — 1 1/2' X I I/2" X SA6" STOP _ k2' MIN W� TO FRAME MAX IX6 CEDAR SLATS TO &ATE VV V5"X 8" X 1/4` CARRIA&E BOLTS STEEL PLATE 4 PER SLAT TRASH ENCLOSURE C-7ATE DETAIL M SOLID STEEL ROD &ATE BOLT H NN C9 N u 1 1/6" WIDE SLOT Li Q v 0 OUT IN PIPE 0 z I oo` . IN V) (t) J 1 1/4" OD STEEL PIPE — M-000 TO &ATE FRAMIE — SEE NOTE 4 0 I i� PROVIDE A 1 1/4" HOLE 2" DEEP IN GONG SLAB TO RECEIVE GATE BOLT GATE BOLT DETAIL HAND 1 1/2"=1'-O" 3/4"=1'-O" 2' 112" X 18` METAL SI&N W/ BAKED ENAMEL FINISH BOLTED TO FADE OF POST i 1/2" ROUND METAL PIPE W/ 6ALVANIZED FINISH FINISH 6RADE TOP OF WALK 1 OR PAVING Robert J. Bailey Architect P.O. Box 251756 Little Rock, Arkansas 72207 JOB NAME: ROCKY'5 COME'ON IN DRAWN BY: CHECKED BY: LOCATION: BA5ELINE 4 CHICOT ROADS SCALE: I"=20' LITTLE ROCK, ARKANSAS DATE: 1-2-02 JOB NUMBER SHEET DE50RIPTION:51TE PLAN 01-111 1 01 -2-boy o-4