HomeMy WebLinkAboutG11_Site DetailsLIGHT-DUTY PAVEMENT - DETAIL A
1" = 1'-0" 6" 1 1/2"HMA SURFACE, TYPE A, 9.5 mm
COMPACTED AGGREGATE #53
COMPACTED SUBGRADE 3 1/2"HMA BASE, TYPE A, 19.0 mm
EXISTING PAVEMENTNEW PAVEMENT
PAVEMENT INTERFACE - DETAIL D
1" = 1'-0"
SAWCUT
TACK COAT
SEE PAVEMENT
DETAIL A/G6.1
EXPANSION JOINT - DETAIL E
1/2"
CONCRETE SLAB
VARIESNO SCALE
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
APPLIED JOINT SEALER
EXPANSION
MATERIAL
CONCRETE JOINTS - DETAIL C
1" = 1'-0"D1/8" SAWED
OR TOOLED
CONTROL JOINT
D/4D/2 D/2D/2 D/ 21/2" 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.
3' FR
O
M
C
U
R
B,
BUIL
DING
OR END
O
F
S
P
A
C
E
6"EQ.
6'-0 " EQ.
4" WIDE PAINTED PAVEMENT MARKING 6"PARKING BUMPER - DETAIL L
NO SCALE
BEVELED
EDGE (TYP.)
3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINS
DRIVEN FLUSH WITH TOP. REINFORCE
BUMPER WITH 2 - #3 BARS.
NOTE:
DIMENSIONS INDICATED ARE
MINIMUMS, MANUFACTURER'S
STANDARDS IN EXCESS ARE
ACCEPTABLE.
1" = 1'-0"
CONCRETE EQUIPMENT PAD - DETAIL H
SEE PLAN
#4 AT 12"
EACH WAY
6" COMPACTED
GRANULAR MATERIAL
COMPACTED SUBGRADE6"6" 6" 1'-6"VARIESELEV. = XX'
FINISH GRADE
3" CLR.2" CLR.
1
12" CLR.#4 (CONT).
PROVIDE (3) #4
CORNER BARS (TYP).
18"
18"
1/4" / FT. SLOPE
CONTROL JOINT
R
1
"
SEE PLANS
6"
6"1'-0" 45°
MONOLITHIC CURB AND WALK - DETAIL G
1" = 1'-0"
CONCRETE WITH
FIBER ADDITIVE
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 6'-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 J
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
FINISH GRADE
1" = 1'-0"
ELEVATION
CURB & GUTTER TAPER - DETAIL K
EDGE OF
PAVEMENT
1"2'-0"TOP OF
PAVEMENT
TOP OF CURB
6" PLAN VIEW
2'-0" 1'-6" 6"2'-0"CONCRETE STOOP - DETAIL F
1" = 1'-0"
6"
1-0"3'-0"FINISH
GRADE1.5% SLOPE
FFE ELEV.= 784.50'
8"
5'-0"
1/2" PREFORMED
EXPANSION JOINT
FILLER w/SEALANT COMPACTED
SUBGRADE
4" COMPACTED
GRANULAR MATERIAL1/4"DOWEL BAR
CAP
1/2" DIA. x 1'-4" LONG x 12" o.c.
SMOOTH DOWEL BARS
DOWEL TO BE COATED WITH
APPROVED BOND BREAK
ELEV. = 784.50'
8"
NOTES:
1. DOWEL AT DOOR ONLY
2. NO DOWELS AT PRECAST
CURB JOINT - DETAIL I
PAVEMENT
TRANSVERSE EXPANSION JOINTS
100'
TOP
OF
CURB
TRANSVERSE CONTRACTION
JOINTS AT 10' ON CENTER
BOTTOM
OF
CURB
ADA RAMP - DETAIL Q 4"6'-0"
PLAN
SEE PLAN
SECTION A
6'-0"
12:1 MAX.
SLOPE
EXPANSION
JOINT
SEE DETAIL BELOW
FOR RAMP GROOVES
12:1 MAX.
SLOPE
A
SEE PLAN12:1 MAX.SLOPE2" 2" 2"
0.3"0.3"RAMP GROOVES
TO BE PLACED AT ADA AISLES
ARMOR-TILE DETECTABLE WARNING TILE2" NO SCALE
NO SCALE
EXPANSION
JOINT
CROSSWALK STRIPE - DETAIL M
1/2" = 1'-0"
1'-6"
SEE SITE PLAN FOR LIMITS AND LENGTH
6'-0"PAINTED LINES (WHITE)
NON-SKID PAINT REQUIRED
1'-6" 1'-6"
18"
R
3"3"11"
10" DIA.7" 1" 18"4" TYP.20°
BLUE BACKGROUND
WHITE BORDER
PAINTED ADA SYMBOL - DETAIL O
NO SCALE
4" 3'-0" 4'-0"1 1/2" CROWN6" DIA. STEEL PIPE
CONCRETE FILLED
CROWN CAP W/CONC
1" ABOVE TOP OF PIPE
PAINT SURFACE OF
PIPE W/2 COATS OF
YELLOW PAINT
FOLLOWING PAINTING
INSTALL 1/4" YELLOW
PLASTIC BOLLARD COVER
PAINT EMBEDDED
SURFACE OF PIPE W/2
COATS OF RUSH
INHIBITING PAINT
1'-8"
7" 7"
SLOPE CONC. AWAY FROM
PIPE FOR DRAINAGE
1" = 1'-0"
6" PIPE BOLLARD- DETAIL B1'-6'5'-0" 12"
RESERVED
PARKING
GREEN - ILLUMINATING
TAPE (LETTERS)
VAN
PARKING
RESERVED
TAPE (BORDER)
GREEN - ILLUMINATING
ACCESSIBLE GREEN - ILLUMINATING
TAPE (ARROW)
NOTED"VAN ACCESSIBLE"
TAPE (SYMBOL BLOCK)
ONLY FOR SPACES
TAPE (BACKGROUND)
WHITE - ILLUMINATING
BLUE - ILLUMINATING
1" CROWNNOT IN CONC. WALK
PROVIDE 1" SLOPE @
TOP OF FTG.- IF
6"12" 3'-6"
FTG. RECESS FTG. BELOW
12"Øx 3'-6" CONCRETE
CONC. WALK 4"
9'-6" 2 lb./ft. STEEL
SIGN POST (PAINTED)
ADA PARKING SIGN - DETAIL N
NO SCALE3'-0"45°
45°
PAINTED PARKING ISLANDS -DETAIL P4"BLUE PAINTED LINES,
4" WIDE,
NO SCALE
MULTI-USE PATH - DETAIL R
NO SCALE
6" 4"24'
1" = 1'-0"
CRUSHED STONE PAVEMENT - DETAIL S
COMPACTED AGGREGATE #53
COMPACTED SUBGRADE
CRUSHED AGGREGATE #2
HEAVY-DUTY PAVEMENT - DETAIL A
1" = 1'-0"8" 1 1/2"HMA SURFACE, TYPE A, 9.5 mm
COMPACTED AGGREGATE #53
COMPACTED SUBGRADE 6"HMA BASE, TYPE A, 19.0 mm COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
PROJECT NUMBER: 2019199.00
INDOOR FACILITY
AT BADGER
FIELDS
CLAY TOWNSHIP
5459 E MAIN STREET
CARMEL, INDIANA
PROJECT ISSUE DATE: 06.08.2020
DRAWN BY: MTP
REV.
NO. DESCRIPTION DATE
11300453
SOI
STATE OF
ORPFE
S NEER N LA E N G IANAINI DERDAHC IIGS
No.
TERED
A
C
NIK.N
DCONSTRUCTION DOCUMENTS
PROJECT MANAGER: CNK
ADDENDUM #1 6/25/2020
ADDENDUM #2 7/1/2020
ADDENDUM #3 7/8/2020
COC REVISIONS 10/5/2020
SITE DETAILS
G6.1
10/22/20