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CONCRETE ROLL CURB & GUTTER
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
EXISTING GRADE -
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UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRICo TO ALI OW FOR FUTURE SILTING
ON PERIMETER OF N
TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS
AT SUBGRADE LEVEL OF SECTION 907 OF STANDARD SPECIFICATION
#8 WASHED AGGREGATE 3'
DOUBLE WALL PER 401.01 OF THE STORM WATER
TECHNICAL STANDARDS MANUAL
TYPICA I_ SWALE DETAIL LESS THAN 1% MINIMUN SL OPF)
NO SCALE
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VEGETATED SWALE SECTION
(NO SCALE)
50' RIGHT-OF-WAY
10' 30' 10'
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LOCATION OF SLOPw
PROFILE GRADE 1/4 /FT.
LEVEL LINE CROWN 1/4"/Fr.
CONC. ROLL CURB CONC. WALK
2' MIN — III—III—III—III—III III -1 I I-1 11= 2' MIN.
PROPOSED ASPHALT
MIN 6" SUBSURFACE DRAIN 1.5" -HMA ill SURFACE MIN 6" SUBSURFACE
IN TRENCH W/ AGGREGATE 2" -HMA #8 BINDER MIN. RIGID PAVEMENT DRAIN 1N TRENCH
PREPARED SUB CE 3" -HMA #5D BASE 6" PLAIN CONCRETE W/ AGGREGATE
7"-#53 STONE
NOTE: PIPE UNDERDRAIN TO CONFORM TO CITY OF
CARMEL STANDARDS
*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
TYPICAL SECTION -LOCAL STREET
(NO SCALE)
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CONCRETE ROLL CURB & GUTTER
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
EXISTING GRADE -
J kMAX) PROPOSED J �MHAf
GRADE I I—
a I _1F1__
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UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRICo TO ALI OW FOR FUTURE SILTING
ON PERIMETER OF N
TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS
AT SUBGRADE LEVEL OF SECTION 907 OF STANDARD SPECIFICATION
#8 WASHED AGGREGATE 3'
DOUBLE WALL PER 401.01 OF THE STORM WATER
TECHNICAL STANDARDS MANUAL
TYPICA I_ SWALE DETAIL LESS THAN 1% MINIMUN SL OPF)
NO SCALE
cwAi F crrn uty I iurrc
VEGETATED SWALE SECTION
(NO SCALE)
50' RIGHT-OF-WAY
10' 30' 10'
3
5' 5' 2' 13' 13' 2' S' g' �
LOCATION OF SLOPw
PROFILE GRADE 1/4 /FT.
LEVEL LINE CROWN 1/4"/Fr.
CONC. ROLL CURB CONC. WALK
2' MIN — III—III—III—III—III III -1 I I-1 11= 2' MIN.
PROPOSED ASPHALT
MIN 6" SUBSURFACE DRAIN 1.5" -HMA ill SURFACE MIN 6" SUBSURFACE
IN TRENCH W/ AGGREGATE 2" -HMA #8 BINDER MIN. RIGID PAVEMENT DRAIN 1N TRENCH
PREPARED SUB CE 3" -HMA #5D BASE 6" PLAIN CONCRETE W/ AGGREGATE
7"-#53 STONE
NOTE: PIPE UNDERDRAIN TO CONFORM TO CITY OF
CARMEL STANDARDS
*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
TYPICAL SECTION -LOCAL STREET
(NO SCALE)
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SCALE: 1 " = 50' C002
PROJECT NO.
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SHEET NO.
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SCALE: 1 " = 50' C002
PROJECT NO.
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