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Home My WebLink AboutC201.3f,. GONGRETE WALK NO SCALE 4,000 p.s.l. concrete with 6x6 W1.4xW1.4 WWF centered in slab. Transverse medium broom finish. CRefer to Jointing in Concrete Walks Detail ) Compacted #53 stone Compacted subgrade Wearing course C #11 aggregate) Macadam course Compacted #53 stone Compacted subgrade ASPHALT ROAD/ DRIVE AI SLE NO SCALE Wearing course C #11 aggregate) Macadam course Compacted #53 stone Compacted subgrade ASPHALT PARKING AREA NO SCALE CONCRETE PAVEMENT 4.000 p.s.i. concrete with 6x6 .W2.9 x W2.9. WWF centered in slab. Transverse medium broom finish. Compacted #53 stone Compacted subgrade Note: expansion joint material shall be 'Zip - strip' expansion material with removeable cap by Greenstreak or approved equal. 1/2' l. �• • •. 1/2' R 1/8' Qo ' 77 V V. �o � O q, • 1/2' deep typically Heel -grade sealant • Tar impregnated non - extruding exp. jnt. material 24'x 1/2' Dia smooth bar • 18' G.G. grease + dowel cap with bar stop both ends EXPANSION JOINT Place a maximum spacing of 20' o.c. in walks. and 20' o.c. in curbs. Also place expansion joint where new cant. walks meet existing pavements or building face. - Heel -grade sealant CONTRACTION JOINT Place a maximum spacing of 5' o.c• in walks CU.N.O.). Within each run. make spaces equal. JOINTING IN CONCRETE WALKS NO SCALE /8' Min.. 1/4' Max. Contraction Joint D/3 = 3' for 5traight Curb a . . .. = 2 5/8' for Bench Curb s s • s. SECTION X -X CONTRACTION JOINT D/3 =2 5/8'-, ..s r� BENCH CURB X GURB JONTN�IG NO 5GALE 1/2' Expansion Joint /_1 Non - extruding expansion joint material. 18' Epoxy dowel. greased 5ECTION X -X EXPANSION JOINT NOTE: - Contraction Joints shall be 10' -0' OG. Sawed within 24 hrs. of pour. - Expansion Joints at all points of curvature, construction joints. castings. and curb returns. - Sealant not req'd. -18' Epoxy Dowels thru Expansion Joints (may be drilled + greased) Equal Genterline of Walk Varies G' -O' +_ 4' -0' Min G' -O' + varies Varies Varies — Taper concrete O SCALE 1/4' Max. handtight swept joints Neoprene modified asphalt adhesive 8.3Z slope 8.3Z slope Expansion joint • • Drip Line Couter perimeter a • • of branching) ` •` • • ` • In Entire surface of the ramp is to be Proposed curb Depress curb flush Cr f ••� • • covered with a detectable warning N. • surface meeting the specifications � O a of the Americans with Disabilltes Act. Note= Ramp layout varies (see plans). i • ` 4' high protection fence HANDICAP RAMP AT co . &NO — Taper concrete O SCALE 1/4' Max. handtight swept joints Neoprene modified asphalt adhesive 8.3Z slope 8.3Z slope Expansion joint • • Drip Line Couter perimeter 3/4' Rolled bituminous setting bed • • of branching) ` •` • • ` • • _ �• • • ` • Entire surface of the ramp is to be Proposed curb Depress curb flush Cr f ••� • • covered with a detectable warning with pavement • surface meeting the specifications Compacted subgrade • —�� of the Americans with Disabilltes Act. Note= Ramp layout varies (see plans). � • • • • •` • • ` 4' high protection fence HANDICAP RAMP AT BUILDING ENTRANCE S &NO SCALE IMetal fence post C6' o.c. max.) TREE PROTECTION FENCE NO SCALE 2' -0' 6' 1' 2'R � �-' a. • . 1'R •. v v •�r c7 •O Owe — N °p C9 p� ° � �d d.d NO 5GALE Contractor may submit alternate methods of tree protection to Landscape Architect for consideration. - Finished Grade CVaries. refer to plan) - Flush Curb Cas applicable) - Reverse Curb (as applicable) ref er to Grading Ptah - Finished Grade Flush with curb - C3) #4 Epoxy Re -bars. C3) 18' Epoxy Dowel thru expansion Joints. greased 2' clear all sides Machine - formed Curb is permissible w/ IDOM class A concrete and fiber reinforcing in lieu of Re -Bars Exp. Jt. dowels stl required. -#53 compacted aggregate - 4.000 p.s.i. concrete - Compacted subgrade PAVER EDGE � n 1v NO SCALE Building line or finish material varies Csee plans) 4,000 p.s.1. concrete with fiber reinforcing. Transverse light broom finish. CRefer to plan for adjacents pavements to detemine thichness) Brick paver Dowel 1/2' wide expansion joint i� PAVER EDGE NO SCALE Concrete walk. medium broom fin Tooled score 4.000 p.s.i. cone reinforcing. Trai broom finish. CRe ad jacents paveme thickness) Brick paver Dowel 1/2' wide expansion joint 1/4' Max. handtight swept joints Brick Paver Neoprene modified asphalt adhesive Emulsified asphalt binder course CRS -1 or GRS -1) 3/4' Rolled bituminous setting bed 6x6. W2.9xW2.9. WWF Q0 'Cb 4000 p.s.i. concrete. Depressed slab �„ Compacted #53 stone Compacted subgrade BRICK PAVEMENT IN SIDEWALK NO SCALE NO SCALE 5.) REVEL. BREMNER WILEY DEVELOPMENT COMPANY. INC. 3945 Eagle Greek Parkway Suite G Indianapolis. IN 46254 317 290 2222 Fax 317 290 2228 ARTEKNA DESIGN OFFICE OF ARCHITECTURE 47 South Pennsylvania Indianapolis. IN 46204 317 636 1410 Fax 317 636 1413 RUNDELL ERNSTBERGER ASSOCIATES Land Planning. Urban Design. Landscape Architecture. Development Planning. Civil Engineering 315 S. Jefferson St.. Muncie. IN 47305 C317) 747 -9737 fax: C317) 747 -5053 5 E. Market St.. Suite 1429. Indianapolis. IN 46204 C317) 263 -0127 METHODIST MEDICAL PLAZA NORTH Pennsylvania Parkway indi P s. W SITS DETAILS " Project No.: 93478 RIO, ''� Date: August G. 1993 Drawn by: HMF 7 -22 -a2 N . 00 - :•A - Drawing No. O •�" ti•• 0201.3 .. IAN..•• �1 , 1/4' Max. handtight swept joints Brick Paver Neoprene modified asphalt adhesive Emulsified asphalt binder course CR5 -1 or GR5-1) I 1 3/4' Rolled bituminous setting bed 6x6, W2.9xW2.9. WWF 4000 p.s.i. concrete. 00 Cb Depressed slab Cr f coo ..00 - Compacted #53 stone Compacted subgrade BRICK PAVEMENT IN DRIVEWAY NO SCALE 5.) REVEL. BREMNER WILEY DEVELOPMENT COMPANY. INC. 3945 Eagle Greek Parkway Suite G Indianapolis. IN 46254 317 290 2222 Fax 317 290 2228 ARTEKNA DESIGN OFFICE OF ARCHITECTURE 47 South Pennsylvania Indianapolis. IN 46204 317 636 1410 Fax 317 636 1413 RUNDELL ERNSTBERGER ASSOCIATES Land Planning. Urban Design. Landscape Architecture. Development Planning. Civil Engineering 315 S. Jefferson St.. Muncie. IN 47305 C317) 747 -9737 fax: C317) 747 -5053 5 E. Market St.. Suite 1429. Indianapolis. IN 46204 C317) 263 -0127 METHODIST MEDICAL PLAZA NORTH Pennsylvania Parkway indi P s. W SITS DETAILS " Project No.: 93478 RIO, ''� Date: August G. 1993 Drawn by: HMF 7 -22 -a2 N . 00 - :•A - Drawing No. O •�" ti•• 0201.3 .. IAN..•• �1 ,