HomeMy WebLinkAboutsp NBHES pg 7copyright 2017 Hite associates
2-9" CAST ALUMINUM CLEATS
ALUMINUM FLASH COLLAR
HARDWOOD WEDGES
3000 PSI CONCRETE
DRY SAND TIGHTLY TAMPED
AFTER ALIGNING POLE
BLACK ASPHALTUM PAINT
INSIDE AND OUTSIDE SURFACES
OF POLE BELOW GRADE
FOUNDATION SLEEVE - 16 GA.
HOT DIP GALVANIZED STEEL
STEEL CENTERING WEDGES
STEEL BASE PLATE
STEEL SUPPORT PLATE
WELDED TO GROUND SPIKE
CONC
PAVEMENT AND
BASE AS SPE
CONCRETE CURB
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HIGH-DENSITY POLYETHYLENE BOLLARD
SLEEVE COLOR "YELLOW" (TYP)
6" SCH.40 STEEL
PIPE
3000' CONCRETE
(FILLED SOLID) TYP
_SLOPE CONCRETE
AT TOP
FINISH GRADE
3000* CONCRETE
��COMPACTED
BACKFILL
304.4 STEEL BOLLARD DETAIL
SCALE: 3/4" = 1'-0"
NOTE:
PROVIDE SAWCUT JOINTS AT 10'-0" O.G.. VERIFY LAYOUT WITH ARCHITECT.
SAWCUT JOINTS MIN. Ya SLAB THICKNESS NO MORE THAN 24 HOURS
AFTER PLACEMENT, SEE JOINT DETAILS. PROVIDE Y2" EXPANSION JOINTS
AS SPECIFIED, 30'-Ul O.C. MAX., VERIFY LAYOUT WITH ARCHITECT
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STANDARD CONCRETE
CURB AND GUTTER
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POURABLE SELF -LEVELING POLYURETHANE
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JOINT SEALANT AS SPECIFIED
PREFORMED JOINT FILLER
° 7 D FIRST SAWCUT I/g" WIDE
3000* PSICONCRETE
3000* PSICONCRETE o • ° '
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SAW CUT CONTROL JOINT (C.J.)
EXPANSION JOINT (E.J.)
(Joints not to exceed 20' o.c., locate at all walk
intersections and inside corners)
U POURABLE SELF -LEVELING POLYURETHANE
``j JOINT SEALANT AS SPECIFIED
CURB DOWN ?
TO FINISH GRADE
SECOND SAWCUT 3fa'° WIDE
CURB AND GUTTER
TRANSITION FLUSH
304.11 ,_ 1ETE RB END TAPER
TE WITH BROOM FINISH
5x6-W2.9xW2.9
3000• PSICONCRETE WITH BROOM FINISH
SLOPE TO DRAIN
r—REINFORCE WITH 6x6-W1.4xW1.4
ALL CONCRETE WALKS ARE V THICK
UNLESS OTHERWOISE NOTED ON PLANS
NOTE:
PROVIDE SAWCUT JOINTS AT 5-0" O.C.. VERIFY LAYOUT WITH ARCHITECT.
SAWCUT JOINTS MIN. Y� SLAB THICKNESS NO MORE THAN 24 HOURS
AFTER PLACEMENT, SEE JOINT DETAILS. PROVIDE Y2" EXPANSION JOINTS
AS SPECIFIED, 30'1 MAX., VERIFY LAYOUT WITH ARCHITECT
304•6 LIGHT—DUTY CONCRETE WALK
CONCRETE SPILL CURB
PAVEMENT AND CABC
BASE AS SPECIFIED',
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CONCRETE WALK
2`0"
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3000• PSI CONCRETE WITH BROOM FINISH
4xW1.4
NOTE:
PROVIDE SAWCUT JOINTS AT 5°-0" O.C.. VERIFY LAYOUT WITH ARCHITECT.
SAWCUT JOINTS MIN. Y, SLAB THICKNESS NO MORE THAN 24 HOURS
AFTER PLACEMENT, SEE JOINT DETAILS. PROVIDE V' EXPANSION JOINTS
AS SPECIFIED, 30'-0" O.C. MAX., VERIFY LAYOUT WITH ARCHITECT
304,8 LIGHT—DUTY MONOLITHIC CURB
SCALE: 3/4" = 1'-0"
3000* PSI CONCRETE WITH BROOM FINISH
SLOPE TO DRAIN
REINFORCE WITH 6x6-W1.4xW1.4
NOTE:
PROVIDE SAWCUT JOINTS AT 10'-0" O.C.. VERIFY LAYOUT WITH ARCHITECT.
SAWCUT JOINTS MIN.% SLAB THICKNESS NO MORE THAN 24 HOUR$
AFTER PLACEMENT, SEE JOINT DETAILS. PROVIDE Y2" EXPANSION JOINTS
AS SPECIFIED, 30'1 O.C. MAX., VERIFY LAYOUT WITH ARCHITECT
304.5 LIgGHT—DUTY CONCRETE SLAB
CONCRETE VALLEY CURB
PAVEMENT AND CABC
BASE AS SPECIFIED
CCnLLJ
2'-0"
JOINT SEALANT AS SPECIFIED
PREFORMED JOINT FILLER
� FIRST SAWCUT %3" WIDE� •' ° � •
� 3000* PSICONCRETE
D 3000' PSI CONCRETE
COMPACTED EARTH COMPACTED EARTH
SAW CUT CONTROL JOINT (C.J.) EXPANSION JOINT (E.J.)
(Joints not to exceed S o.c.) (Joints not to exceed 20' o.c., locate at all walk
intersections and inside corners)
304• 10 CONCRETE JOINT DETAILS
SCALE: NONE
—I1 " EXPANSION JOINT MATERIAL
—CONCRETE WALK
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30403 CO RET SPILL CU B WALK
SCALE: 3/4'° = 1'-0" 304n2 CONCRETE CURB/GUTTER @ WALK
SCALE, 3/4 V-10"
3000# PSI CONCRETE WITH BROOM FINISH
W2.9
NOTE:
PROVIDE SAWCUT JOINTS AT 10'-0" O.C.. VERIFY LAYOUT WITH ARCHITECT.
SAWCUT JOINTS MIN. % SLAB THICKNESS NO MORE THAN 24 HOURS
AFTER PLACEMENT, SEE JOINT DETAILS. PROVIDE Y2" EXPANSION JOINTS
AS SPECIFIED, 30'1 O.C. MAX., VERIFY LAYOUT WITH ARCHITECT
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NOTE:
PROVIDE SAWCUT JOINTS AT 10'-0" O.C.. VERIFY LAYOUT WITH ARCHITECT.
SAWCUT JOINTS MIN.% SLAB THICKNESS NO MORE THAN 24 HOUR$
AFTER PLACEMENT, SEE JOINT DETAILS. PROVIDE Y2" EXPANSION JOINTS
AS SPECIFIED, 30'1 O.C. MAX., VERIFY LAYOUT WITH ARCHITECT
304.5 LIgGHT—DUTY CONCRETE SLAB
CONCRETE VALLEY CURB
PAVEMENT AND CABC
BASE AS SPECIFIED
CCnLLJ
2'-0"
JOINT SEALANT AS SPECIFIED
PREFORMED JOINT FILLER
� FIRST SAWCUT %3" WIDE� •' ° � •
� 3000* PSICONCRETE
D 3000' PSI CONCRETE
COMPACTED EARTH COMPACTED EARTH
SAW CUT CONTROL JOINT (C.J.) EXPANSION JOINT (E.J.)
(Joints not to exceed S o.c.) (Joints not to exceed 20' o.c., locate at all walk
intersections and inside corners)
304• 10 CONCRETE JOINT DETAILS
SCALE: NONE
—I1 " EXPANSION JOINT MATERIAL
—CONCRETE WALK
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30403 CO RET SPILL CU B WALK
SCALE: 3/4'° = 1'-0" 304n2 CONCRETE CURB/GUTTER @ WALK
SCALE, 3/4 V-10"
3000# PSI CONCRETE WITH BROOM FINISH
W2.9
NOTE:
PROVIDE SAWCUT JOINTS AT 10'-0" O.C.. VERIFY LAYOUT WITH ARCHITECT.
SAWCUT JOINTS MIN. % SLAB THICKNESS NO MORE THAN 24 HOURS
AFTER PLACEMENT, SEE JOINT DETAILS. PROVIDE Y2" EXPANSION JOINTS
AS SPECIFIED, 30'1 O.C. MAX., VERIFY LAYOUT WITH ARCHITECT
304,7 HEAVY—DUTY CONCRETE SLAB
SCALE: 3/4" = 1'-0'°
-,I CONCRETE 1--3000* PSI CONCRETE
2,-,0„_ 5
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EARTH COMPACTED EARTH
2'_6”
3000* PSI CONCRETE
V-6" 6" . /-3000* PSI CONCRETE
-1
LO 11 COMPACTED EARTH COMPACTED EARTH
2'-0" 2'-0„
24" SPILL 24" GUTTER
30� 1 24"/30" C TE URB DETAILS
■ SCALE: 3/4" = 1'-0"
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304,7 HEAVY—DUTY CONCRETE SLAB
SCALE: 3/4" = 1'-0'°
-,I CONCRETE 1--3000* PSI CONCRETE
2,-,0„_ 5
1
P-6" 6"
O
EARTH COMPACTED EARTH
2'_6”
3000* PSI CONCRETE
V-6" 6" . /-3000* PSI CONCRETE
-1
LO 11 COMPACTED EARTH COMPACTED EARTH
2'-0" 2'-0„
24" SPILL 24" GUTTER
30� 1 24"/30" C TE URB DETAILS
■ SCALE: 3/4" = 1'-0"
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