All streets shall conform to the minimum standards and details of the following typical sections for residential streets. The Village Road Commission may prescribe additional requirements where conditions warrant.
TYPICAL SECTION - COMERCIAL/INDUSTRIAL
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LEGEND
(1) ODOT ITEM 448 - 1½ ASPHALT CONCRETE SURFACE COURSE, TYPE 1
(2) ODOT ITEM 448 - 2" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2
(3) ODOT ITEM 407 - TACK COAT (O 0.10 GAL./S.Y.)
(4) ODOT ITEM 301 - 4" BITUMINOUS AGGREGATE BASE
(5) ODOT ITEM 408 - BITUMINOUSE PRIME COAT (O 0.40 GAL/S.Y.)
(6) ODOT ITEM 304 - 4" LIMESTONE AGGREGATE BASE
(7) ODOT ITEM 203 - GRANULAR BASE 6" OF NO#1'S & 2'S LIMESTONE COARSE AGGREGATE
(8) ODOT ITEM 203 - SUBGRADE COMPACTION
(9) ODOT ITEM 609 - TYPE 2 COMBINED CURB AND GUTTER
(10) ODOT ITEM 605 - 4" PIPE UNDERDRAIN (SEE DETAIL)
(11) ODOT ITEM 653 - 4" MIN. TOPSOIL
(12) ODOT ITEM 659 - SEEDING & MULCHING
UNDERDRAIN DETAIL
NOTE
4" PERFORATED PIPE SHALL BE SCHEDULE 40 AND TIED INTO THE STORM SEWER STRUCTURES WITH A SLOPE TO ENSURE POSITIVE FLOW. (TO BE ADDRESSED AS THE ENGINEER AND SOIL CONDITIONS WARRANT).
NOTE:
ODOT - REFERENCES THE CURRENT STATE OF OHIO STANDARD SPECIFICATIONS ALL SOFT AREAS UNDER THE PAVEMENT SHALL BE REMOVED AND FILLED WITH NO. 1 AND 2 LIMESTONE AGGREGATE.
TYPICAL SECTION - RESIDENTIAL
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LEGEND
(1) ODOT ITEM 448 - 1½ ASPHALT CONCRETE SURFACE COURSE, TYPE 1
(2) ODOT ITEM 407 - TACK COAT (O 0.10 GAL./S.Y.)
(3) ODOT ITEM 448 - 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1
(4) ODOT ITEM 408 - BITUMINOUSE PRIME COAT (O 0.40 GAL/S.Y.)
(5) ODOT ITEM 304 - 10" LIMESTONE AGGREGATE BASE (2 LIFTS)
(6) ODOT ITEM 203 - SUBGRADE COMPACTION
(7) ODOT ITEM 609 - TYPE 2 COMBINED CURB AND GUTTER
(8) ODOT ITEM 605 - 4" PIPE UNDERDRAIN (SEE DETAIL)
(9) ODOT ITEM 608 - 4" CONCRETE SIDEWALK
(10) ODOT ITEM 653 - 4" MIN. TOPSOIL
(11) ODOT ITEM 659 - SEEDING & MULCHINGNOTE
UNDERDRAIN DETAIL
4" PERFORATED PIPE SHALL BE SCHEDULE 40 AND TIED INTO THE STORM SEWER STRUCTURES WITH A SLOPE TO ENSURE POSITIVE FLOW. (TO BE ADDRESSED AS THE ENGINEER AND SOIL CONDITIONS WARRANT).
NOTE:
ODOT - REFERENCES THE CURRENT STATE OF OHIO STANDARD SPECIFICATIONS ALL SOFT AREAS UNDER THE PAVEMENT SHALL BE REMOVED AND FILLED WITH NO. 1 AND 2 LIMESTONE AGGREGATE