HomeMy WebLinkAbout11_G4.0.SDSTRAIGHT CURB - DETAIL A
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
ISOLATION JOINT - DETAIL F
NO SCALE
CONCRETE SIDEWALK WITH FIBER - DETAIL D
4" COMPACTED
GRANULAR MATERIAL
WIDTH VARIES (SEE PLAN SHEETS)
COMPACTED SUBGRADE4"FINISH
GRADE
CONCRETE SIDEWALK WITH SYNTHETIC
FIBERS, SEE SPECIFICATIONS.
1" = 1'-0"
NOTES:
CONCRETE JOINTS - DETAIL E
1" = 1'-0"D1/8" SAWED
OR TOOLED
CONTROL JOINT
D/4D/2D/2D/2
D/2
1/2" EXP. JT. FILLER
24" x 1/2" DIA. DEFORMED
TIE BAR @ 18" o.c.
EXPANSION JOINT CONTROL JOINT
LONGITUDINAL JOINT
1/2" SEALANT
24" x 3/4" DIA. SMOOTH BAR @ 18" o.c. GREASE
& DOWEL CAP WITH BAR STOP @ BOTH ENDS
NOTE:
CONSTRUCT EXPANSION
JOINTS AT 40' MAX. AND
CONTROL JOINTS AT
2.5 x THICKNESS OF SLAB
EXPRESSED IN FEET,
UNLESS OTHERWISE NOTED.
1" = 1'-0"
ELEVATION
CURB & GUTTER TAPER - DETAIL H
EDGE OF
PAVEMENT
1"2'-0"TOP OF
PAVEMENT
TOP OF CURB
6"PLAN VIEW
2'-0"1'-6"6"2'-0"1" = 1'-0"
CONCRETE EQUIPMENT PAD - DETAIL J
SEE PLAN
#4 AT 12"
EACH WAY
6" COMPACTED
GRANULAR MATERIAL
COMPACTED SUBGRADE6"6"6"1'-6"VARIESELEV. = 779.75'
FINISH GRADE
3" CLR.2" CLR.
1
12" CLR.#4 (CONT).
PROVIDE (3) #4
CORNER BARS (TYP).
18"
18"4"6"2"112"1512"COMPACTED AGGREGATE #53
HEAVY DUTY H.A.C. PAVEMENT - DETAIL B
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #2 2"CURB RAMP - DETAIL C
2'-0"
SEE SITE PLAN FOR LIMITS
SEE SITE PLANPAINTED LINES (WHITE
THERMOPLASTIC PAINT)
2'-0"2'-0"
CROSSWALK STRIPE - DETAIL G
1.CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLED
AFTER EACH FINISHING OPERATION.
2.PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN
WALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.
3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.
HANDICAP RAMP - DETAIL L
10'-0"2'-0"6'-0"12:1 (MAX.)RAISED, TRUNCATED DOMES
STAMPED IN CONCRETE SURFACE.
DIAMETER: 0.9"
HEIGHT: 0.2"
CENTER - CENTER SPACING: 2.35"
BROOM FINISH
HANDICAP RAMP - DETAIL M
NO SCALE
G4.0
SITE DETAILS
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 EAST MAIN STREET
CARMEL, INDIANA
TAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
ISSUE FOR BID/TAC REVIEW 03/15/20210
PROJECT NUMBER: 220144.00
PROJECT ISSUE DATE: MARCH 15, 2021
DRAWN BY: DBS
WWW.TLF-ENGINEERS.COM317-334-1500
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EDUCATIONAL
SERVICES CENTER
ADDITION AND
REMODELING
ADDENDUM #1 04/19/20211
CITY COMMENTS 08/19/20212