HomeMy WebLinkAboutL500 - Site Details1 1/2"2 12"Compacted SubgradeBituminous Binder #8Tack CoatBituminuous Surface #11Compacted Aggregate #538"STANDARD ASPHALT PAVEMENT Not to Scale1 1/2"2 1/2"INDOT 1C or 1BChemically Treated SubgradeHMA Intermediate 19mm (Bituminous Binder #8)Tack CoatBituminous Surface #11Compacted Aggregate #536"HEAVY DUTY ASPHALT PAVEMENTNot to ScaleHMA Base 25mm14"3"STANDARD CONCRETE PAVEMENTNot to scale4,000 psi Fiber ReinforcedConcrete, See SpecificationsVaries (See Plan Sheets)NOTES:1. Control joints, expansion joints and edges of sidewalks indicated ashand-tooled shall be dressed after each finishing operation.2. Provide expansion joints at intersection with another sidewalk, beweenwalks 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 Subgrade4" Compacted Crushed StoneFinish Grade4"CONCRETE JOINTINGNot to ScaleStraight, true sawn joint#5 smooth bar, 12" long, 18" o.c.,centered in slab, grease one endSAWN CONTROL JOINTEXPANSION JOINT3/8" deep, typHeel-grade sealant, Refer to Specs.1/8" r.TOOLED CONTROL JOINTAs indicated on plan drawings. Placeexpansion joints where concrete pours meetand anywhere concrete patching is required.As indicated on plan drawings. Continue towall face in all applicable conditions.Brush out marks from trowel on either side ofjoint, leaving only the joint scored smooth.NOTE:Expansion joint material shall be "Zip-Strip"expansion material with removable cap byGreenstreak or approved equal.3/8" tooled joint1/4"3/8"1"1/3 slab thickness1/4" max.NOTE:Turn down concrete and dowel at allthreshold conditions, where newconcrete abuts existing slabs, and atproposed stairs and walls.4,000 p.s.i. concrete w/limestone aggregate & 5%air entrapment, reinforced with synthetic fibers.Refer to Specifications. Transverse medium broomfinish.12" dia. smooth dowel, 12" long, 18" o.c., centeredin slab, sleeve one end.1/2" wide sealed expansion jointAdjacent building slab or face of wallDrill 6" into existing slab; grout solid.4"3"4"1'-0"DOWELS IN CONCRETE @ THRESHOLDScale: 1"=1'-0"6"6"1'-0"45°6"6"4"1" Rad.Control Joint14"/Ft. SlopeTop ofPavementConcrete with Fiber AdditiveCompacted Aggregate #534"Compacted SubgradeNOTES: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 thicknessof slab.3. Fiber additive: Virgin nylon fibers, 34" length, Nyconby Nycon Inc., or Forta Nylon by Forta Corporation,added at the batch plant at 1 lb. per cu. yd. of concrete.INTEGRAL CONCRETE CURB & WALKScale: 1"=1'-0"1345987101 1/2"4"Compacted SubgradeBituminous Binder #8Tack CoatBituminuous Surface #11Compacted Aggregate #538"MEDIUM DUTY ASPHALT PAVEMENTNot to Scale2MEDIUM DUTY CONCRETE PAVEMENTNot to scale4,000 psi Fiber ReinforcedConcrete, See SpecificationsVaries (See Plan Sheets)NOTES:1. Control joints, expansion joints and edges of sidewalks indicated ashand-tooled shall be dressed after each finishing operation.2. Provide expansion joints at intersection with another sidewalk, beweenwalks 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 Subgrade6" Compacted Crushed StoneFinish Grade6"Varies (See Layout Plan)Compacted SubgradeCompacted #53 Aggregate4,000 psi Fiber Reinforced CIP Concrete8"HEAVY DUTY CONCRETE PAVEMENTNot to Scale8"66"1'-0"45°6"6"4"Control Joint14"/Ft. SlopeTop of Asphalt, flush condition.Refer to Standard Asphalt Detail1/L500 and SpecificationsConcrete with Fiber AdditiveCompacted Aggregate #534"Compacted SubgradeNOTES: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 thicknessof slab.3. Fiber additive: Virgin nylon fibers, 34" length, Nyconby Nycon Inc., or Forta Nylon by Forta Corporation,added at the batch plant at 1 lb. per cu. yd. of concrete.FLUSH TURNDOWN CURBScale: 1"=1'-0"31.Addendum #03 12-20-2019334'-0"6"6"3'-6"EXISTING PAVEMENT OR GRADE1/4" CROWNED WASH, TYP.6"8" GALVANIZED SCHEDULE 40 STEEL PIPE (1/4" WALLTHICKNESS). 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 JOINTDOME THE CONCRETE FILL AT TOP OF STEEL PIPE1152. TAC Comments 01-03-20205Note: All Heavy Duty Asphalt within dedicated ROW to becompleted in one paving season.