HomeMy WebLinkAboutL500 - Site Details1 1/2"
2 1
2"
Compacted Subgrade
Bituminous Binder #8
Tack Coat
Bituminuous Surface #11
Compacted Aggregate #53 8"STANDARD ASPHALT PAVEMENT
Not to Scale
1 1/2"
2 1/2"
INDOT 1C or 1B
Chemically Treated Subgrade
HMA Intermediate 19mm (Bituminous Binder #8)
Tack Coat
Bituminous Surface #11
Compacted Aggregate #53
6"
HEAVY DUTY ASPHALT PAVEMENT
Not to Scale
HMA Base 25mm
14"
3"
STANDARD CONCRETE PAVEMENT
Not to scale
4,000 psi Fiber Reinforced
Concrete, See Specifications
Varies (See Plan Sheets)
NOTES:
1. Control joints, expansion joints and edges of sidewalks indicated as
hand-tooled shall be dressed after each finishing operation.
2. Provide expansion joints at intersection with another sidewalk, beween
walks and building slabs, and at other points as indicated on the drawings.
3. Refer to plan drawings for locations of control and expansion joints.
Compacted Subgrade
4" Compacted Crushed Stone
Finish Grade
4"CONCRETE JOINTING
Not to Scale
Straight, true sawn joint
#5 smooth bar, 12" long, 18" o.c.,
centered in slab, grease one end
SAWN CONTROL JOINT
EXPANSION JOINT
3/8" deep, typ
Heel-grade sealant, Refer to Specs.
1/8" r.
TOOLED CONTROL JOINT
As indicated on plan drawings. Place
expansion joints where concrete pours meet
and anywhere concrete patching is required.
As indicated on plan drawings. Continue to
wall face in all applicable conditions.
Brush out marks from trowel on either side of
joint, leaving only the joint scored smooth.
NOTE:
Expansion joint material shall be "Zip-Strip"
expansion material with removable cap by
Greenstreak or approved equal.
3/8" tooled joint
1/4"
3/8"
1"
1/3 slab thickness
1/4" max.NOTE:
Turn down concrete and dowel at all
threshold conditions, where new
concrete abuts existing slabs, and at
proposed stairs and walls.
4,000 p.s.i. concrete w/limestone aggregate & 5%
air entrapment, reinforced with synthetic fibers.
Refer to Specifications. Transverse medium broom
finish.
1 2" dia. smooth dowel, 12" long, 18" o.c., centered
in slab, sleeve one end.
1/2" wide sealed expansion joint
Adjacent building slab or face of wall
Drill 6" into existing slab; grout solid.4"3" 4" 1'-0"
DOWELS IN CONCRETE @ THRESHOLD
Scale: 1"=1'-0"
6"6"1'-0" 45°6"
6"4" 1" Rad. Control Joint
1 4"/Ft. Slope
Top of
Pavement
Concrete with Fiber Additive
Compacted Aggregate #534" Compacted Subgrade
NOTES:
1. Curb shall have 12" expansion joints at 40'-0" max,
control joints at 8'-0" max. unless otherwise noted.
2. Control joints shall be cut 14" 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.
INTEGRAL CONCRETE CURB & WALK
Scale: 1"=1'-0"
1
3
4
5
9
8
7
10
1 1/2"
4"
Compacted Subgrade
Bituminous Binder #8
Tack Coat
Bituminuous Surface #11
Compacted Aggregate #53
8"
MEDIUM DUTY ASPHALT PAVEMENT
Not to Scale2
MEDIUM DUTY CONCRETE PAVEMENT
Not to scale
4,000 psi Fiber Reinforced
Concrete, See Specifications
Varies (See Plan Sheets)
NOTES:
1. Control joints, expansion joints and edges of sidewalks indicated as
hand-tooled shall be dressed after each finishing operation.
2. Provide expansion joints at intersection with another sidewalk, beween
walks and building slabs, and at other points as indicated on the drawings.
3. Refer to plan drawings for locations of control and expansion joints.
Compacted Subgrade
6" Compacted Crushed Stone
Finish Grade
6"Varies (See Layout Plan)
Compacted Subgrade Compacted #53 Aggregate
4,000 psi Fiber Reinforced CIP Concrete 8"HEAVY DUTY CONCRETE PAVEMENT
Not to Scale8" 6
6"1'-0"45°6"
6"4"Control Joint
1 4"/Ft. Slope
Top of Asphalt, flush condition.
Refer to Standard Asphalt Detail
1/L500 and Specifications
Concrete with Fiber Additive
Compacted Aggregate #534" Compacted Subgrade
NOTES:
1. Curb shall have 12" expansion joints at 40'-0" max,
control joints at 8'-0" max. unless otherwise noted.
2. Control joints shall be cut 14" 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.
FLUSH TURNDOWN CURB
Scale: 1"=1'-0"
3 1.Addendum #03 12-20-2019
4'-0" 6"6" 3'-6"EXISTING PAVEMENT OR GRADE
1/4" CROWNED WASH, TYP.6" 8" GALVANIZED SCHEDULE 40 STEEL PIPE (1/4" WALL
THICKNESS). FILL WITH CONCRETE. TNEMEC PRIMER &
PAINT OR EQUAL. COLOR: SAFETY YELLOW.
4,000 PSI C.I.P. CONCRETE, TYP.
STEEL PIPE BOLLARD - 8"
Scale: 3/4" = 1'-0"
1/2" EXPANSION JOINT
DOME THE CONCRETE FILL AT TOP OF STEEL PIPE
11
5 2. TAC Comments 01-03-2020
Note: All Heavy Duty Asphalt within dedicated ROW to be
completed in one paving season.CONFORMEDSETCONCRETE POST CURB / FLUSH CURB TRANSITION
Scale: Not to Scale 6"4'-0" (min.)
Transition
Flush Curb
Width varies, refer to plan.
4'-0" (min.)
Transition
Post Curb Post Curb
12
6 2. ASI #001 02-14-2020
6
05/27/20