HomeMy WebLinkAboutC510.0_2020-266_P_G5.1.SD1/4" / FT. SLOPE
TOOLED CONTROL JOINT
R
1
"
SEE PLANS 4"6"
6"1'-6" 45°
MONOLITHIC CURB AND WALK DETAIL
NO SCALE
4" OF COMPACTED
AGGREGATE SIZE #53
COMPACTED SUBGRADE
NOTES:
1. CURB SHALL HAVE 1/2" EXPANSION JOINTS AT
48'-0" MAX. AND AT ENDS OF RADII. CONTROL
JOINTS AT 10'-0" MAX. UNLESS OTHERWISE NOTED.
2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF
TOTAL THICKNESS OF SLAB.
3. FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4"
LENGTH, NYCON BY NYCON, INC., OR FORTA
NYLON BY FORTA CORPORATION, ADDED AT THE
BATCH PLANT AT 1 LB. PER CU. YD. OF CONCRETE.
CURB
PAVING
WALK
TRANSVERSE
JOINTS
LONGITUDINAL
CONTROL JOINT
TOP OF
PAVEMENT
6"6"
STRAIGHT CURB DETAIL
1" = 1'-0"1'-6" 6" 6"NOTES:
1. PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2. PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
4" COMPACTED
GRANULAR MATERIAL
COMPACTED
SUBGRADER1
"
TOP OF
PAVEMENT
CONCRETE SIDEWALK
(WHERE APPLICABLE)
1/2" EXPANSION JOINT
CONCRETE SIDEWALK DETAIL
4" COMPACTED
GRANULAR MATERIAL
WIDTH VARIES (SEE PLAN SHEETS)
COMPACTED SUBGRADE4"FINISH
GRADE
CONCRETE SIDEWALK
1" = 1'-0"
AFTER EACH FINISHING OPERATION.
1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLED
AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.
2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN WALKS
3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.
NOTES:
6x6, W2.9xW2.9, WWF (EPOXY COATED)4" 4" 3" 1"12"COMPACTED AGGREGATE #53
MEDIUM DUTY H.A.C. PAVEMENT DETAIL
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #2
ADA ACCESSIBLE CURB RAMP TYPE "H"
NO SCALE
ADA ACCESSIBLE CURB RAMP TYPE "G"
NO SCALE
ADA ACCESSIBLE CONCRETE RAMP WITH HANDRAILS
NO SCALE
RAMP SECTION
NOTES:
1. POUR CURB AND RAMP MONOLITHICALLY.
2. PROVIDE 1/2" EXPANSION JOINT MATERIAL AND SEALANT
WHERE RAMP INTERFACES WITH NEW SIDEWALK.
COMPACTED SUBGRADE
(95% MODIFIED PROCTOR)
COMPACTED
AGGREGATE BASE #53
(95% MODIFIED PROTOR)
12"
FINISH
GRADE
16" 5'-0" 6"36"1 1/2" DIA. ALUMINUM PIPE RAILING
4" 5"CONCRETE RAMP (4500 PSI)
6x6, W2.9xW2.9, WWF (EPOXY COATED)1/2" CHAMFER
(TYPICAL)4"8"
12"
1
1
1
1
4" 4" 4" 6"3"4" GROUT IN PLACE
AND PROVIDE
SEALANT AT TOP 26" 6'-0" MAX.
1 1/2" DIA.
ALUMINUM PIPE 3/4" DIA.
ALUMINUM PICKET
36"4" 1 1/2" DIA.
ALUMINUM PIPE
4 1/2"
TYP.
TOP OF CURB
RAMP HANDRAIL6"26" 6"NOTES:
1. PIPE RAILING COLOR SHALL BE CLEAR ANODIZED ALUMINUM (PER SELECTION
OF ARCHITECT)
2. RAILS AND POSTS SHALL BE FORMED FROM 6063-T6 EXTRUDED ALUMINUM
ALLOYS, PICKETS SHALL BE 6063-T5 ALUMINUM.
RAMP ELEVATION 12" 4"TOP OF CURB
30'-0" CONCRETE RAMP (SLOPE @ 8.33% MAX.) 5'-0" LANDING
CONCRETE RAMP
2.0% MAX. SLOPE
TOP OF SIDEWALK
ELEV. = 810.35
(REFER TO
GRADING PLAN)
BOTTOM OF CONCRETE RAMP
ELEV. = 810.45
(REFER TO GRADING PLAN)
6"12"
6'-0" MAX. (TYPICAL)
#4 EPOXY COATED BARS
x 1'-4" LONG @ 12" O.C.
TOP OF CURB
5'-0" LANDING
6" 12"12"2.0% MAX. SLOPE
TOP OF CONCRETE RAMP
ELEV. = 812.95
(REFER TO GRADING PLAN)
TOP OF SIDEWALK
ELEV. = 812.98
(REFER TO GRADING PLAN)
#4 EPOXY COATED BARS
x 1'-4" LONG @ 12" O.C.
1 1/2" DIA.
ALUMINUM PIPE
3/4" DIA.
ALUMINUM PICKET
BIKE RACK DETAIL
NO SCALE
NOTE:
INSTALLATION OF BIKE RACKS TO BE SEPARATE
CONSTRUCTION CONTRACT.
EXPANSION JOINT DETAIL
1" = 1'-0"DCONCRETE PAVEMENT
1/2"
SUBBASE
1/2" PREFORMED EXPANSION
JOINT FILLER WITH SEALANT
D 1/8" SAWED
OR TOOLED
CONTROL JOINT
D/4NO SCALE
CONTROL JOINT DETAIL
CONSULTANT
PROJECT NUMBER: TLF-2020-266
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 10.14.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC 10/14/2020A
CONSTRUCTION DOCUMENTS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
520 E MAIN STREET
CARMEL, IN 46032
PARKING LOT
ADDITION
19700317
No.
RESPONSE TO TAC COMMENTS 11/25/2020B
G5.1
SITE DETAILS
07/21/21