14-952-005OF
CURB TERMINATION DETAIL
�SCALE: N.T.S.
611 211
A
2"R
" ASPHALT
Cv 1/2R (D/
A Al
4
BASE
3 CURB DETAIL
C
SCALE. ALE: N.T.S.
COMPRESSIBLE FILLER. WHERE
REQUIRED. CUT BACK AND
PROVIDE SEALANT AT BUILDING
JOINT
Concrete walk w/
radius
6 "x6" # 10 W. W\
Paving .'F.
max. SLOPE 1/4 per, FT.
-X
X X
4 ;1- d.
Lfi d. 44
A
X
A 4
6 COMPACTED
AGGREGATE BASE Ji
1 — #4 BAR Building
I
{ _ 8" CONTINUOUS founda7ion
SCALE: N.T.S.
NOTES:
1. PROVIDE 1/2 " EXPANSION JOINTS AT 20'-0" O.C.
2. ALL EXPOSED SURFACES SHALL BE STRIPPED
GREEN, TROWELED & CURB EDGING RUBBED
SMOOTH.
CONTRACTOR TO 24"
CREATE A SMOOTH SAWCUT AND REMOVE
FLUSH JOINT EXISTING PAVEMENT
PROPOSED I"OF
EXISTING ASPHALT TYPE S-3 ASPHALT
�ROPOSECI 8" LIMEROCK
,I- I TI G B S RO K EXIS IN BAS ROCK TO BASE LBR=100
BE FULLY REP I ED 98% COMPACTION
DETAIL F �®R �MA T �CH I �NG �EX I �ST I N�PA V �EM E�N T�
SCALE: N.T.S.
(BUTT JOINT)
NEW 1 " ASPHALT OVERLAY DETAIL
SCALE: N.T.S.
4" OR 6"
5'-0" WIDE
UNDER
E
0
DRIVEWAYS
1 1/2" O.D. ANODIZED
1/4"
=3 0
C/) 0 (/)
I 1/2"R Q0
1/2" UL��
PARKING BY -co
DISABLED
PERMIT ONLY
TOW AWAY ZONE
AWAY ZONE
a FINE TO
0.00
L$250.00
1211
SEE DADE COUNTY PUBLIC WORKS CRITERIA
FOR ADITIONAL SIGN SPECIFICATIONS
(D
m
0) PARKING BY
DISABLED
PERMIT ONLY
TOW AWAY ZONE
& FINE TO
L S250.OD
0
FLANGED POST PER
DADE COUNTY STANDARD
DETAIL R-18.1
FINISH GRADE
SCALE: N.T.S.
TYP OF (2), BIKE RACK BY''HUNTCO', 'SC' SERIES.
TAPCON-FASTEN TO CONIC SLAB PER MANUF. INSTRUCTIONS.
Type "B" Joint
Type "A" Joint
ISOMETRIC VIEW
Slope Sidewalk towards Asphalt @ (-)1/16" per foot
Privide 6"x 6"-10/10 wire mesh within Pour
1/8" - I I - 1-1/2"
1/2"Premolded Expansion
laterial
Type "C" Joint
Where Sidewalk Abuts Driveways
and Concrete Curbs etc.
Type "A" Joint Type "B" Joint
@ all P.C.& P.T.s of Sidewalk, @ 5 L.F. Intervals
@ Junctions with Existing Sidewalk,
& @ 20 L.F. Intervals.
SCALE: N.T.S.
SIDEWALK DETAILS
N.T.S.
1. HANDRAIL SHALL BE CONSTRUCTED FOR A
CONCENTRATED LOAD OF 200 LB APPLIED AT ANY
DIRECTION AT THE TOP OF THE HANDRAIL. HANDRAIL
SYSTEM SHALL BE CONSTRUCTED TO RESIST A 200
LB CONCENTRATED HORIZONTAL LOAD APPLIED ON A
1 FT SQUARE AREA AT ANY POINT IN THE SYSTEM
INCLUDING THE PICKETS.
1 1/2" O.D. ANODIZED
ALUMINUM TOP GUARDRAIL AT
42" A.F.F. MAX.
TYP. HANDICAPPED
SIGNAGE
TYP. WHEEL STOP, SEE
DTL, THIS SHT,
9
ao
AINT: CHLORINATE RUBBER ALKYDE FS TT-P-115 TYPE 111,
FACTORY MIXED, QUICK DRYING NON-BLEEDING
COLOR PER LOCAL CODE.
5'-0" WIDE
E
0
1 1/2" O.D. ANODIZED
=3 0
C/) 0 (/)
ACCESSIBLE ISLE
T
ALUMINUM HANDRAIL
W/4" WIDE 'BLUE'
STRIPES AS
SUPPORTED AT EACH VERTICAL
INDICATED.
0
TYP. LOGO
1 1/2" O.D. ANODIZED
EE DTL. THIS SHT.
ALUMINUM PIPE VERTICAL
811
SUPPORTS @ 5'-0" O.C. MAX.
HANDICAPPED SYMBOL MUST
BE BLUE IN COLOR
L 04
(3)
1 1/2" O.D. ANODIZED ALUMINUM
Co 0o 0
OC a) Co
PAINT: CHLORINATE RUBBER
ALKYDE FS TT-P-115
PIPE RAILS W/ WELDED WELDED
TYPE III, FACTORY
(.C) c
CONNECTIONS GROUND SMOOTH
NON-BLEEDING COLOR
PER LOCAL CODE
PROVIDE ANODIZED ALUMINUM
project history.
6"
A
ROUND ESCUTCHEON AT ALL
VERTICAL SUPPORTS TYP.
A
2' 7-3/4"
2" PRE—FAB CURB AT EDGE
project information:
OF SLAB.
date:
N1 Ty OF SOUTH
project number 04/04/14
METAL PIPE SLEEVES AT ALL
LO
WHEELSTOP NG
&11 A
"U'LDING I)Epr
8 13-20
C U R B
SrRUCTURA
VERTICAL SUPPORTS (TYP)
eCrION
sheet title:
PAVEMENT SURFACE
ALL VERTICAL SUPPORTS SET IN
EPDXY NONSHRINK GROUT
3 No. 4 RODS
LIMEREOCK BASE CONT.
9
C14
OUNDATION WALL, SEE
SECTIONS NOTED ON PLANS
SUBMIT SHOP DRAWINGS FOR ARCHITECT
AND BLDG. DRPT. APPROVALS
TYPICAL GUARDRAIL DETAIL
5
SCALE: N.T.S.
TYP. HANDICAPPED
SIGNAGE
TYP. WHEEL STOP, SEE
DTL, THIS SHT,
9
ao
AINT: CHLORINATE RUBBER ALKYDE FS TT-P-115 TYPE 111,
FACTORY MIXED, QUICK DRYING NON-BLEEDING
COLOR PER LOCAL CODE.
SCALE: 1/4" = V-0"
TYPICAL ADA CURB RAMP
SCALE: N.T.S.
SEE PLAN EDGE OF CONC.
1:12 SLOPE CURB OR WALK
HANDRAIL TO BE
INSTALLED ONLY IF
REQUIRED BY LOCAL
CODE
NOTE:
RAMP TO CONTAIN
WI.4XWI
8%8" 5 .4 W.W.F.
EXTENDING INTO FOOTING
TACTILE WARNING AS PER
ANSI 4.29
3701P C�
ONLY
RI-I R3-R(R)
TYPICAL TRAFFIC SIGNS
0 18" SQUARE
0 0
0 0 0
0 0
0
RED REFLECTORS
SCALE: N.T.S.
SIGNS ARE TO BE MOUNTED ON FLANGED POST PER DADE COUTY STANDARD
DETAIL R-18.1
21-011
TYP
11-011
TYP
I
0
ALL FLOW ARROWS TO BE REVERSE ARROWS
SOLID YELLOW REFLECTIVE FOR OPPOSITE
TRAFFIC PAINT AS PER DIRECTION OF
DIMENSIONS ABOVE FLOW
0 A
SCALE: N.T.S.
design, inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 306.443.3100
f. 305.259,3986
e. info@whadesign.com
architect of record:
William ArMur
License Number: 0012074
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof] without WHA Design's prior
written consent is strictly prohibited.
CY)
CY).
CY)
_J
LL
E
6" RADIUS E
VJ2
LL
5'-0" WIDE
E
0
N
=3 0
C/) 0 (/)
ACCESSIBLE ISLE
T
0
W/4" WIDE 'BLUE'
STRIPES AS
611 -
INDICATED.
0
TYP. LOGO
Co 0
EE DTL. THIS SHT.
CL OF PARKING
SCALE: 1/4" = V-0"
TYPICAL ADA CURB RAMP
SCALE: N.T.S.
SEE PLAN EDGE OF CONC.
1:12 SLOPE CURB OR WALK
HANDRAIL TO BE
INSTALLED ONLY IF
REQUIRED BY LOCAL
CODE
NOTE:
RAMP TO CONTAIN
WI.4XWI
8%8" 5 .4 W.W.F.
EXTENDING INTO FOOTING
TACTILE WARNING AS PER
ANSI 4.29
3701P C�
ONLY
RI-I R3-R(R)
TYPICAL TRAFFIC SIGNS
0 18" SQUARE
0 0
0 0 0
0 0
0
RED REFLECTORS
SCALE: N.T.S.
SIGNS ARE TO BE MOUNTED ON FLANGED POST PER DADE COUTY STANDARD
DETAIL R-18.1
21-011
TYP
11-011
TYP
I
0
ALL FLOW ARROWS TO BE REVERSE ARROWS
SOLID YELLOW REFLECTIVE FOR OPPOSITE
TRAFFIC PAINT AS PER DIRECTION OF
DIMENSIONS ABOVE FLOW
0 A
SCALE: N.T.S.
design, inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 306.443.3100
f. 305.259,3986
e. info@whadesign.com
architect of record:
William ArMur
License Number: 0012074
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof] without WHA Design's prior
written consent is strictly prohibited.
CY)
CY).
CY)
_J
LL
E
6" RADIUS E
VJ2
LL
WHEELSTOP & PAVEMENT
MIN. 18" LONG
TYPICAL WHEELSTOP DETAIL
SCALE: N.T.S.
sheet number:
sp2.0
file:
sp2.0-site details.dwg
0
-1
E
0
N
=3 0
C/) 0 (/)
T
0
611 -
0
Co 0
0)
CL OF PARKING
811
0 X
C/) c)
HANDICAPPED SYMBOL MUST
BE BLUE IN COLOR
L 04
(3)
Co 0o 0
OC a) Co
PAINT: CHLORINATE RUBBER
ALKYDE FS TT-P-115
U
E E
0
TYPE III, FACTORY
(.C) c
MIXED, QUICK DRYING
NON-BLEEDING COLOR
PER LOCAL CODE
project history.
TYPICAL ADA AND STANDARD PARKING SPACE
A
SCALE: N.T.S.
A
2' 7-3/4"
project information:
date:
N1 Ty OF SOUTH
project number 04/04/14
LO
WHEELSTOP NG
&11 A
"U'LDING I)Epr
8 13-20
C U R B
SrRUCTURA
eCrION
sheet title:
PAVEMENT SURFACE
Typical Site Details
3 No. 4 RODS
LIMEREOCK BASE CONT.
2 No 4 RODS THRU
WHEELSTOP & PAVEMENT
MIN. 18" LONG
TYPICAL WHEELSTOP DETAIL
SCALE: N.T.S.
sheet number:
sp2.0
file:
sp2.0-site details.dwg