city of carmel standards
TRANSCRIPT
AutoCAD SHX Text
INDEX
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
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%%UCarmel Standard Drawings
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10-1
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10-2
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10-3
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10-4
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10-5
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10-6
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10-7
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10-8
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10-9
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10-10A
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Decorative Street Signage Detail
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Decorative Blade Detail
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Underdrain
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Concrete Roll Curb & Gutter
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Curb & Gutter Concrete Type II
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Curb & Gutter Concrete Type III
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10-16
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Sidewalk Adjacent To Curb
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Multi-Use Path
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Residential Driveway - Depressed Curb
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Residential Driveway - Concrete Roll Curb & Gutter
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10-22
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Depressed Curb & Gutter Detail
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Multi Use Path and Street Cut Repair Detail
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Roundabout Truck Apron Detail
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DELETED (see 10-51 and 10-52)
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Subdivision Cul-de-sac A
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Subdivision Cul-de-sac B
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Install Curb Adjacent to Existing Pavement
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Typical SSD Lateral to Individual Lots In Rear Yard
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10-29B
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10-30
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Trench Detail for City Storm Sewers
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10-32
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Standard Intersection
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Median Island at Subdivision or
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Commercial Entrance
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Auxiliary Lanes & Major Road Improvements
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Auxiliary Lanes for Left Turn Bay
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Handrail
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Deco Wrap Base
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Concrete Curb End Treatment Delineation
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Fire Hydrant Marker Placement
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Service and Control Cabinet Interior Detail
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15' Light Pole Foundation Detail
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15' Light Pole and Luminare
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10-43A
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10-12
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10-11
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Typical Section - Primary Arterial
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Typical Section - Primary Parkway
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Typical Section - Urban Arterial
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Typical Section - Arterial
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Typical Section - Parkway Arterial
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Typical Section - Urban Collector
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Typical Section - Collector
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Typical Section - Parkway Collector
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Typical Section - Local Street
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Typical Section - Alley
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10-11A
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10-11B
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Non-decorative Street Signage Detail
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10-12
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10-13
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10-14
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10-15
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Straight Concrete Curb
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10-17
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10-18
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10-19
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10-20
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10-21A
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10-21B
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Commercial Driveway - Depressed Curb
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10-23
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10-24
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10-25A
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10-25B
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10-26
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10-27
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10-28
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10-29A
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Typical SSD Lateral to Individual Lots Under Concrete Curb
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Typical Swale Details
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10-31
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Water & Sewer Main & Lateral Trench Detail for Utility Installations within The City R/W
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10-33
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10-34
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10-35
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10-36
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10-37A
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10-43C
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10-38
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10-39
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10-41
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10-42A
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10-42B
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30' Light Pole Foundation Detail
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10-12
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10-11C
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Deco Wrap Base
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10-42C
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10-44
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Conduit/Inner Duct Detail
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10-43B
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30' Light Pole and Luminare
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10-10B
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Typical Section - Porous/Permeable Alley
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Curb & Gutter B, Concrete, Modified
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Typical - Sidewalk Detail
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Handrail Base Plate Detail
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10-37B
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Service and Control Cabinet Detail
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10-40
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Roll Curb for Truck Apron
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Barrier Curb at RAB Truck Apron Detail
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10-25C
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10-25D
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Deco Wrap Base Detail
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10-42D
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Deco Wrap Base Detail
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10-43D
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10-45
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Rapid Flashing Beacon
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10-46
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Tree Planting detail - Deciduous Tree
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10-47
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Tree Planting Detail - Coniferous Tree
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10-48
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Shrub Planting Detail
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10-49
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Standard Roundabout Design - General Notes
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10-50
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Standard Roundabout Design - Miscellaneous Details
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10-51
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Standard Roundabout Design - Single Lane Details
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10-52
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Standard Roundabout Design - Multi-Lane Details
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10-53
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Standard Roundabout Design - Roundabout Lighting
26 G26 17 K
26G2617K
UU
K
U1726G
REVISED 04-01-20
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CITY OF CARMEL STANDARDS
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TYPICAL SECTION - PRIMARY ARTERIAL
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SODDING
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%%ULEGEND
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CURB AND GUTTER, CONCRETE, TYPE II - SEE STANDARD DRAWING 10-14
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UNDERDRAIN - SEE STANDARD DRAWING 10-12
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MAX.
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%%UHMA PAVEMENT***
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NO SCALE
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INDOT, SUBGRADE TREATMENT, TYPE 1B OR 1C
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* 6' MIN. TREE LAWN WHEN PRESENT
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NOTES:
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** CROSS SECTION DIMENSIONS ARE BASED ON
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CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
AutoCAD SHX Text
STANDARD DRAWING 10-1
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3:1
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MAX.
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3:1
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2.0%%%
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2.0%%%
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MAX.
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3:1
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MAX.
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3:1
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2.0%%%
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2.0%%%
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TYPICAL SECTION PRIMARY ARTERIAL
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*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
AutoCAD SHX Text
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
AutoCAD SHX Text
PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
AutoCAD SHX Text
3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
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2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
AutoCAD SHX Text
2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
AutoCAD SHX Text
3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
MULTI-USE PATH - SEE STANDARD DRAWING 10-20
26
U
K 26K21 21
U
20
K
U212026
REVISED 04-01-20
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CURB & GUTTER, B, CONCRETE - SEE INDOT STANDARD DRAWING E605-CCCG-01
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%%ULEGEND
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UNDERDRAIN - SEE STANDARD DRAWING 10-12
AutoCAD SHX Text
CURB & GUTTER, B, CONCRETE, MODIFIED - SEE STANDARD DRAWING 10-17.
AutoCAD SHX Text
%%UHMA PAVEMENT***
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
** CROSS SECTION DIMENSIONS ARE BASED ON
AutoCAD SHX Text
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SECTION - PRIMARY PARKWAY
AutoCAD SHX Text
STANDARD DRAWING 10-2
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MAX.
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3:1
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MAX.
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3:1
AutoCAD SHX Text
2.0%%%
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MAX.
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3:1
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MAX.
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3:1
AutoCAD SHX Text
2.0%%%
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STONE
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SHOULDER
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TYPICAL SECTION PRIMARY PARKWAY
AutoCAD SHX Text
*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
AutoCAD SHX Text
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
AutoCAD SHX Text
PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
AutoCAD SHX Text
3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
AutoCAD SHX Text
2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
AutoCAD SHX Text
3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
26 G26 17
U
K
26G2617
U
K
K
GU1726
REVISED 04-01-20
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
%%ULEGEND
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CURB AND GUTTER, CONCRETE, TYPE II - SEE STANDARD DRAWING 10-14
AutoCAD SHX Text
UNDERDRAIN - SEE STANDARD DRAWING 10-12
AutoCAD SHX Text
* 6' MIN. TREE LAWN WHEN PRESENT
AutoCAD SHX Text
%%UHMA PAVEMENT***
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
AutoCAD SHX Text
SIDEWALK - SEE STANDARD DRAWING 10-18
AutoCAD SHX Text
** CROSS SECTION DIMENSIONS ARE BASED ON
AutoCAD SHX Text
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SECTION - URBAN ARTERIAL
AutoCAD SHX Text
STANDARD DRAWING 10-3
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MAX.
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3:1
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MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
TYPICAL SECTION URBAN ARTERIAL
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
AutoCAD SHX Text
3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
AutoCAD SHX Text
2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
AutoCAD SHX Text
3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
AutoCAD SHX Text
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
AutoCAD SHX Text
PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
26 G26 17
U
K
26G2617
U
K
K
U1726G
REVISED 04-01-20
AutoCAD SHX Text
LOCATION OF PROFILE GRADE
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE II - SEE STANDARD DRAWING 10-14
AutoCAD SHX Text
UNDERDRAIN - SEE STANDARD DRAWING 10-12
AutoCAD SHX Text
%%UHMA PAVEMENT***
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SECTION - ARTERIAL
AutoCAD SHX Text
STANDARD DRAWING 10-4
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NOTES:
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MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
TYPICAL SECTION ARTERIAL
AutoCAD SHX Text
*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
AutoCAD SHX Text
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
AutoCAD SHX Text
PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
AutoCAD SHX Text
3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
AutoCAD SHX Text
2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
AutoCAD SHX Text
3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
MULTI-USE PATH - SEE STANDARD DRAWING 10-20
AutoCAD SHX Text
* 6' MIN. TREE LAWN WHEN PRESENT
AutoCAD SHX Text
** CROSS SECTION DIMENSIONS ARE BASED ON
AutoCAD SHX Text
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
K
U171926G
26 G26 17
U
19K
26G2617
U
19K
REVISED 04-01-20
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE II - SEE STANDARD DRAWING 10-14
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
UNDERDRAIN - SEE STANDARD DRAWING 10-12
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE III - SEE STANDARD DRAWING 10-15
AutoCAD SHX Text
%%UHMA PAVEMENT***
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SECTION - PARKWAY ARTERIAL
AutoCAD SHX Text
STANDARD DRAWING 10-5
AutoCAD SHX Text
NOTES:
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MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
TYPICAL SECTION PARKWAY ARTERIAL
AutoCAD SHX Text
*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
AutoCAD SHX Text
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
AutoCAD SHX Text
PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
AutoCAD SHX Text
3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
AutoCAD SHX Text
2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
AutoCAD SHX Text
3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
MULTI-USE PATH - SEE STANDARD DRAWING 10-20
AutoCAD SHX Text
* 6' MIN. TREE LAWN WHEN PRESENT
AutoCAD SHX Text
** CROSS SECTION DIMENSIONS ARE BASED ON
AutoCAD SHX Text
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
K
U1726G
26 G26 17
U
26G2617
U
K K
REVISED 04-01-20
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE II - SEE STANDARD DRAWING 10-14
AutoCAD SHX Text
UNDERDRAIN - SEE STANDARD DRAWING 10-12
AutoCAD SHX Text
%%UHMA PAVEMENT***
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
AutoCAD SHX Text
SIDEWALK - SEE STANDARD DRAWING 10-18
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SECTION - URBAN COLLECTOR
AutoCAD SHX Text
STANDARD DRAWING 10-6
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
LOCATION OF PROFILE GRADE
AutoCAD SHX Text
TYPICAL SECTION URBAN COLLECTOR
AutoCAD SHX Text
*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
AutoCAD SHX Text
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
AutoCAD SHX Text
PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
AutoCAD SHX Text
3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
AutoCAD SHX Text
2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
AutoCAD SHX Text
3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
* 6' MIN. TREE LAWN WHEN PRESENT
AutoCAD SHX Text
** CROSS SECTION DIMENSIONS ARE BASED ON
AutoCAD SHX Text
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
26 G26 17
U
26G2617
U
K K
K
U17
26
G
REVISED 04-01-20
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE II - SEE STANDARD DRAWING 10-14 OR
AutoCAD SHX Text
UNDERDRAIN - SEE STANDARD DRAWING 10-12
AutoCAD SHX Text
CONCRETE ROLL CURB & GUTTER - SEE STANDARD DRAWING 10-13
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SECTION - COLLECTOR STREET
AutoCAD SHX Text
STANDARD DRAWING 10-7
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NOTES:
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MAX.
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3:1
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MAX.
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3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
MAX.
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3:1
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MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
LOCATION OF PROFILE GRADE
AutoCAD SHX Text
TYPICAL SECTION COLLECTOR STREET
AutoCAD SHX Text
MULTI-USE PATH - SEE STANDARD DRAWING 10-20
AutoCAD SHX Text
%%UHMA PAVEMENT***
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
AutoCAD SHX Text
3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
AutoCAD SHX Text
2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
AutoCAD SHX Text
3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
AutoCAD SHX Text
** CROSS SECTION DIMENSIONS ARE BASED ON
AutoCAD SHX Text
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
AutoCAD SHX Text
*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
AutoCAD SHX Text
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
AutoCAD SHX Text
PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
26 G26 17
U
19K
26G2617
U
K
K
U1726
G26
REVISED 04-01-20
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE II - SEE STANDARD DRAWING 10-14
AutoCAD SHX Text
UNDERDRAIN - SEE STANDARD DRAWING 10-12
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE III - SEE STANDARD DRAWING 10-15
AutoCAD SHX Text
%%UHMA PAVEMENT***
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SECTION - PARKWAY COLLECTOR
AutoCAD SHX Text
STANDARD DRAWING 10-8
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
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MAX.
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3:1
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MAX.
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3:1
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
TYPICAL SECTION PARKWAY COLLECTOR
AutoCAD SHX Text
1.5" - 165#/SYD. QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ON
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3.5" - 385#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
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2.5" - 275#/SYD. QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm ON
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2.5" - 250#/SYD. QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm ON
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3" - 330#/SYD. QC/QA-HMA, 3, 64, BASE, 25.0 mm ON
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*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
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ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
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PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
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MULTI-USE PATH - SEE STANDARD DRAWING 10-20
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* 6' MIN. TREE LAWN WHEN PRESENT
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** CROSS SECTION DIMENSIONS ARE BASED ON
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CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
26 F26 22
U
26F2622
U
K K
K
UF22
26
REVISED 04-01-20
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SODDING
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SIDEWALK - SEE STANDARD DRAWING 10-18
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%%ULEGEND
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CONCRETE ROLL CURB AND GUTTER -
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UNDERDRAIN - SEE STANDARD DRAWING 10-12
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%%UHMA PAVEMENT***
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6" COMPACTED AGGREGATE #53 ON
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INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
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NO SCALE
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SEE STANDARD DRAWING 10-13
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MAX.
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3:1
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MAX.
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3:1
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2.0%%%
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MAX.
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3:1
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MAX.
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3:1
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2.0%%%
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2.0%%%
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2.0%%%
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LOCATION OF PROFILE GRADE
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NOTES:
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** CROSS SECTION DIMENSIONS ARE BASED ON
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CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
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CITY OF CARMEL STANDARDS
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TYPICAL SECTION - LOCAL STREET
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STANDARD DRAWING 10-9
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TYPICAL SECTION LOCAL STREET
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1.5" - 165#/SYD. QC/QA-HMA, 2, 64, SURFACE, 9.5 mm ON
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3" - 330#/SYD. QC/QA-HMA, 2, 64, BASE, 25.0 mm ON
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2" - 220#/SYD. QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm ON
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*** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
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ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
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PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
26
U
22
26
U
22 KK
K
U22
26
REVISED 04-01-20
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SODDING
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%%ULEGEND
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CONCRETE ROLL CURB AND GUTTER -
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UNDERDRAIN - SEE STANDARD DRAWING 10-12
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%%UHMA PAVEMENT**
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6" COMPACTED AGGREGATE #53 ON
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INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
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NO SCALE
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SEE STANDARD DRAWING 10-13
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CITY OF CARMEL STANDARDS
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TYPICAL SECTION - ALLEY
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STANDARD DRAWING 10-10A
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MAX.
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3:1
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MAX.
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3:1
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MAX.
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3:1
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MAX.
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3:1
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LOCATION OF PROFILE GRADE
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2.0%%%
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2.0%%%
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TYPICAL SECTION ALLEY
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NOTES:
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* CONFIRM ALLEY RIGHT-OF-WAY WIDTH WITH CITY OF CARMEL.
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1.5" - 165#/SYD. QC/QA-HMA, 2, 64, SURFACE, 9.5 mm ON
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3" - 330#/SYD. QC/QA-HMA, 2, 64, BASE, 25.0 mm ON
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2" - 220#/SYD. QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm ON
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** FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
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ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
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PER SECTION 402 OF INDOT STANDARD SPECIFICATIONS.
26 26K
U
K
U26
Y
Y Y
REVISED 04-01-20
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SODDING
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%%ULEGEND
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UNDERDRAIN - SEE STANDARD DRAWING 10-12
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%%UPOROUS PAVEMENT
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OR
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NO SCALE
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CITY OF CARMEL STANDARDS
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TYPICAL SECTION - POROUS/PERMEABLE ALLEY
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STANDARD DRAWING 10-10B
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MAX.
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3:1
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MAX.
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3:1
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MAX.
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3:1
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MAX.
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3:1
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0.0%%%
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TYPICAL SECTION ALLEY (PERVIOUS PAVEMENT)
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4" POROUS ASPHALT 6" WASHED AGGREGATE #8 12" WASHED AGGREGATE #4 GEOGRID, IB NON-WOVEN GEOTEXTILE FABRIC INDOT SUBGRADE TREATMENT, TYPE III
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%%UPERMEABLE PAVER
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2 3/4" PERMEABLE PAVER (CLAY) 2" WASHED AGGREGATE #11 (BEDDING STONE) 5 1/4" WASHED AGGREGATE #8 (BASE STONE) 12" WASHED AGGREGATE #4 GEOGRID, IB NON-WOVEN GEOTEXTILE FABRIC INDOT SUBGRADE TREATMENT, TYPE III
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NON-WOVEN GEOTEXTILE FABRIC
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* WIDTH DEPENDS ON RIGHT-OF-WAY WIDTH.
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NOTES:
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TYPICAL PERMEABLE ALLEY SECTIONS ABOVE ARE THE MINIMUM SECTIONS FOR ANY PERMEABLE ALLEY. EACH SECTION SHALL BE DESIGNED TO MEET ANY NECESSARY DETENTION AND WATER QUALITY REQUIREMENTS PER CITY OF CARMEL ENGINEERING DEPARTMENT.
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CONFIRM WITH CITY OF CARMEL.
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CLASS "A"
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NO SCALE
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CONCRETE
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6 IN. RIBBON CURB
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PERVIOUS PAVEMENT
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COMPACTED BACKFILL
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3" TOP SOIL
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GEOGRID, IB & NON-WOVEN GEOTEXTILE FABRIC TO EXCAVATION LIMITS
·
2
2
REVISED 04-01-20
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FINISH TO BE BLACK POWDER COATED. ALL STREET NAME SIGNS TO BE PER GENERAL NOTES 1, 2, & 3 ON STANDARD DRAWING 10-11B.
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Oak Ridge Road
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GRADE LINE
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POLE SHAFT (3" O.D. ROUND ALUMINUM TUBE, NON FLUTED, " WALL, BLACK 18" WALL, BLACK POWDER COATED FINISH)
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SIGN SURROUND (1" SQUARE ALUMINUM TUBE, WITH WELDED SEAMS, " WALL, BLACK 18" WALL, BLACK POWDER COATED FINISH)
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SIGN, D3 (0.125" ALUMINUM SIGN, WHITE INSERT WITH BLACK VINYL GRAPHICS, LETTER SIZE AND FONT SHALL BE PER STANDARD DRAWING 10-11B
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1" ROUND GALVANIZED STEEL TUBE BRACKET ARM., " WALL, CAST 18" WALL, CAST DECORATIVE BRACKET AND WELDED FINIAL BALL. BLACK POWDER COATED FINISH.
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ACORN FINIAL TYP. BLACK POWDER COATED FINISH
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CONCRETE FOUNDATION (TYP.)
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1' MIN. TO
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FACE OF CURB
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NOTES:
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WELDED FINIAL BALL
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CITY OF CARMEL STANDARDS
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DECORATIVE STREET SIGNAGE DETAIL
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STANDARD DRAWING 10-11A
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FASTENING SYSTEM SHALL BE STAINLESS
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STEEL EYE BOLT WITH LOCKNUT SUCH THAT
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THE SIGN CAN STAND HEAVY WINDS WITHOUT
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DAMAGE. THERE SHALL BE A MAXIMUM SEPARATION
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OF 2" BETWEEN THE TOP OF THE 1" TUBE SIGN
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SURROUND AND THE BOTTOM OF THE BRACKET
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ARM. ANY FASTENING OR MOUNTING HARDWARE
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PROVIDED SHALL BE CERTIFIED GRADE 8 STAINLESS STEEL.
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2" HALF CIRCLE HOLE
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NOT TO SCALE
REVISED 04-01-20
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Oak Ridge Road
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ALL DECORATIVE BLADES HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING DECORATIVE BLADES HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING DECORATIVE BLADES HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING BLADES HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING BLADES HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING OF 44" FOR STREET NAMES. THEREFORE, LETTERING OF 44" FOR STREET NAMES. THEREFORE, LETTERING 44" FOR STREET NAMES. THEREFORE, LETTERING 44" FOR STREET NAMES. THEREFORE, LETTERING FOR STREET NAMES. THEREFORE, LETTERING FOR STREET NAMES. THEREFORE, LETTERING STREET NAMES. THEREFORE, LETTERING STREET NAMES. THEREFORE, LETTERING NAMES. THEREFORE, LETTERING NAMES. THEREFORE, LETTERING THEREFORE, LETTERING THEREFORE, LETTERING THEREFORE, LETTERING LETTERING LETTERING WIDTH SHALL BE ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS SHALL BE ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS SHALL BE ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS BE ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS BE ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS FILLS THIS 44" SPACE AND SHOP DRAWINGS FILLS THIS 44" SPACE AND SHOP DRAWINGS THIS 44" SPACE AND SHOP DRAWINGS THIS 44" SPACE AND SHOP DRAWINGS 44" SPACE AND SHOP DRAWINGS 44" SPACE AND SHOP DRAWINGS SPACE AND SHOP DRAWINGS SPACE AND SHOP DRAWINGS AND SHOP DRAWINGS AND SHOP DRAWINGS SHOP DRAWINGS SHOP DRAWINGS DRAWINGS DRAWINGS SHALL BE APPROVED BY THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND BE APPROVED BY THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND BE APPROVED BY THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND APPROVED BY THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND APPROVED BY THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND BY THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND BY THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND THE CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND CITY OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND OF CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND CARMEL. ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND ALL LETTER FONT SHALL BE HIGHWAY GOTHIC AND LETTER FONT SHALL BE HIGHWAY GOTHIC AND LETTER FONT SHALL BE HIGHWAY GOTHIC AND FONT SHALL BE HIGHWAY GOTHIC AND FONT SHALL BE HIGHWAY GOTHIC AND SHALL BE HIGHWAY GOTHIC AND SHALL BE HIGHWAY GOTHIC AND BE HIGHWAY GOTHIC AND BE HIGHWAY GOTHIC AND HIGHWAY GOTHIC AND HIGHWAY GOTHIC AND GOTHIC AND GOTHIC AND AND AND SIZE SHALL BE AS SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, SHALL BE AS SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, SHALL BE AS SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, BE AS SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, BE AS SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, AS SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, AS SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, SHOWN ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, ON DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, DETAIL ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, ABOVE. THE WORD INDICATING STREET, ROAD, PARKWAY, THE WORD INDICATING STREET, ROAD, PARKWAY, THE WORD INDICATING STREET, ROAD, PARKWAY, WORD INDICATING STREET, ROAD, PARKWAY, WORD INDICATING STREET, ROAD, PARKWAY, INDICATING STREET, ROAD, PARKWAY, INDICATING STREET, ROAD, PARKWAY, STREET, ROAD, PARKWAY, STREET, ROAD, PARKWAY, ROAD, PARKWAY, ROAD, PARKWAY, PARKWAY, PARKWAY, ETC. MAY BE ABBREVIATED OR SPELLED OUT DEPENDING ON THE STREET NAME, FOR EXAMPLE:
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96 Street
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W Main Street
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Westfield Blvd
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Pennsylvania St
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TH
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FOR LESS LENGTHY STREET NAMES OR
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FOR LENGTHY STREET NAMES
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GENERAL NOTES: 1. IF CUSTOM SIGNAGE IS NECESSARY AND THE STANDARD DECORATIVE BLADES CANNOT ACCOMMODATE THE INFORMATION, IF CUSTOM SIGNAGE IS NECESSARY AND THE STANDARD DECORATIVE BLADES CANNOT ACCOMMODATE THE INFORMATION, LARGER BLADES CAN BE SUBMITTED FOR APPROVAL. ANY CUSTOM BLADES OVER 48" IN LENGTH SHALL BE PLACED ON TWO CUSTOM POSTS. 2. ALL STREET NAME SIGNS AT ROUNDABOUT INTERSECTIONS OR THAT ARE FOR ONE DIRECTION OF TRAVEL SHALL BE ONE ALL STREET NAME SIGNS AT ROUNDABOUT INTERSECTIONS OR THAT ARE FOR ONE DIRECTION OF TRAVEL SHALL BE ONE SIDED UNLESS DIRECTED OTHERWISE. THERE SHALL ALSO BE A DIRECTIONAL ARROW PLACED AT THE END OF THE STREET NAME INDICATING THE DIRECTION OF TRAVEL FOR WHICH THE STREET SIGN DESIGNATES AS PER SIGN DESIGNATION D1-1d OF THE STANDARD HIGHWAY SIGNS MANUAL AND DIMENSION DETAIL ABOVE. PLEASE REFER TO STANDARD DRAWING 10-51 AND 10-52 FOR TYP. ROUNDABOUT SIGN PLACEMENT: NOTE 5. 3. ALL OTHER STREET NAME SIGNS SHALL BE TWO-SIDED UNLESS DIRECTED OTHERWISE. ALL OTHER STREET NAME SIGNS SHALL BE TWO-SIDED UNLESS DIRECTED OTHERWISE. 4. WHERE NECESSARY, AND AS APPROVED BY THE CITY OF CARMEL, ORIGINAL DIRECTIONS PLACED AT FRONT OF SIGN WHERE NECESSARY, AND AS APPROVED BY THE CITY OF CARMEL, ORIGINAL DIRECTIONS PLACED AT FRONT OF SIGN TEXT. (EXAMPLE ABOVE: W MAIN STREET) 5. GREEN REFLECTIVE BACKGROUND SIGNS ARE TO BE USED ONLY FOR INTERIOR NEIGHBORHOOD STREETS. COORDINATE GREEN REFLECTIVE BACKGROUND SIGNS ARE TO BE USED ONLY FOR INTERIOR NEIGHBORHOOD STREETS. COORDINATE WITH CITY OF CARMEL FOR APPROVAL.
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NO SCALE
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CITY OF CARMEL STANDARDS
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DECORATIVE BLADE DETAIL
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STANDARD DRAWING 10-11B
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STANDARD DECORATIVE BLADE DETAIL
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A
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2.25
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B
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2.625
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C
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4.5
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D
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0.375
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E
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0.438
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F
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9
REVISED 04-01-20
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LOCK-PROOF STYLE SIGN BRACKET THE SIGN MUST BE ENGINEER GRADE, DOUBLE SIDED WITH FOUR (4) HOLES PER BLADE.
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12' (TYPE 1, 2 "X2 "X12 ga.) 14"X2 "X12 ga.) 14"X12 ga.) SQUARE SIGN POSTS WITH REINFORCED ANCHORED BASE, SIGN POST SHALL BE BLACK POWDER COATED FINISH.
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ANCHOR BASE TO BE DRIVEN OR SET IN COMPACTED BACKFILL AND NO MORE THAN 1" ABOVE GRADE.
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NOTE: 1. BLADES SHALL BE 9 INCH WIDE EXTRUDED ALUMINUM WITH DOUBLE FACED GREEN REFLECTIVE BACKGROUND WITH BLADES SHALL BE 9 INCH WIDE EXTRUDED ALUMINUM WITH DOUBLE FACED GREEN REFLECTIVE BACKGROUND WITH 1-1/2" CORNER RADIUS AND A WHITE 1/2 INCH REFLECTIVE BORDER. LETTER FONT SHALL BE HIGHWAY GOTHIC AND SIZE SHALL BE AS SHOWN ON DETAIL ABOVE. REFLECTIVITY PROPERTIES SHALL BE PER MUTCD REQUIREMENTS. 2. WORDS INDICATING STREET, ROAD, BOULEVARD, ETC. SHALL BE ABBREVIATED FOR NON-DECORATIVE SIGNS, UNLESS WORDS INDICATING STREET, ROAD, BOULEVARD, ETC. SHALL BE ABBREVIATED FOR NON-DECORATIVE SIGNS, UNLESS OTHERWISE DIRECTED BY CITY OF CARMEL. 3. SIGN BLADE WIDTH IS 48" MAXIMUM. ADJUST TEXT WIDTH IF NECESSARY. SIGN BLADE WIDTH IS 48" MAXIMUM. ADJUST TEXT WIDTH IF NECESSARY. 4. GREEN REFLECTIVE BACKGROUND SIGNS ARE TO BE USED FOR INTERIOR NEIGHBORHOOD STREETS. COORDINATE WITH GREEN REFLECTIVE BACKGROUND SIGNS ARE TO BE USED FOR INTERIOR NEIGHBORHOOD STREETS. COORDINATE WITH CITY OF CARMEL FOR APPROVAL. SHOP DRAWINGS TO BE APPROVED BY CITY OF CARMEL.
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SEE NOTE
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CITY OF CARMEL STANDARDS
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NON-DECORATIVE STREET SIGNAGE DETAIL
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STANDARD DRAWING 10-11C
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panelStyle:Street Name 4-3in.ssi
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panelName:name
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panelQuantity:1
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panelStation:none
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panelMaterial:0
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legendMaterial:0
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panelMounting:1
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panelWidthLock:0
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panelHeightLock:1
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marginAlign:9
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panelRoundCorners:0
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constructPanelMode:0
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constructPanels:36|24|18
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panelSizes:
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panelStandard:2
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levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
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version:2
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widthRounding:6
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heightRounding:0
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panelShape:0
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panelBorderRadius:12.000
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chevronTipRadius:12.000
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chevronShoulderRadius:12.000
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NO SCALE
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STANDARD NON-DECORATIVE BLADE DETAIL
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BORDER WIDTH = 0.5" CORNER RADIUS = 1.5"
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NOTES:
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PAVEMENT
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OF SECTION 718 OF STANDARD SPECIFICATION
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INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT
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#8 WASHED AGGREGATE
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EARTH OR SIDEWALK SURFACE
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CONCRETE CURB OR CURB & GUTTER
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INSTALL NON-WOVEN FILTER
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FABRIC ON PERIMETER OF
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NO SCALE
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TRENCH AND OVERLAP AT
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UNDERDRAIN TRENCH TO BE
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FLUSH WITH BACK OF CURB
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PIPE SHALL CONFORM TO SPEC REQUIREMENTS
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ASPHALT OR COMPACTED AGGREGATE
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NO. 53 PER TYPICAL SECTION
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DOUBLE WALL PIPE, PERFORATED HANCOR
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Hi-Q, TYPE 4 PIPE OR EQUIVALENT
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PER SECTION 401.01 OF THE
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STORM WATER TECHNICAL STANDARDS
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AND WHERE REQUESTED BY THE CITY ENGINEER
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SUBGRADE LEVEL
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UNDERDRAIN
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CITY OF CARMEL STANDARDS
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UNDERDRAIN
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STANDARD DRAWING 10-12
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3" TOP SOIL
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NO SCALE
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COMPACTED
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BACKFILL
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CONCRETE
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CLASS "A"
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18" RADIUS
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NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
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CURE ALL EXPOSED SURFACES
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DAMPEN SUBGRADE BEFORE PLACING CONCRETE
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CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
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CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
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NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
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SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
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CONCRETE ROLL CURB & GUTTER
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CITY OF CARMEL STANDARDS
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CONCRETE ROLL CURB & GUTTER
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STANDARD DRAWING 10-13
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3" TOP SOIL
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NO SCALE
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COMPACTED
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BACKFILL
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CONCRETE
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CLASS "A"
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2"RADIUS
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1"R.
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NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
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CURE ALL EXPOSED SURFACES
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DAMPEN SUBGRADE BEFORE PLACING CONCRETE
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CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
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CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
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NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
AutoCAD SHX Text
SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
AutoCAD SHX Text
CURB AND GUTTER, CONCRETE, TYPE II
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CITY OF CARMEL STANDARDS
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CURB AND GUTTER, CONCRETE, TYPE II
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STANDARD DRAWING 10-14
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NO SCALE
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CLASS "A"
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BACKFILL
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COMPACTED
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CONCRETE
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3" TOP SOIL
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1"R.
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SLOPE 1/4"/FT.
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2" RADIUS
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NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
AutoCAD SHX Text
CURE ALL EXPOSED SURFACES
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DAMPEN SUBGRADE BEFORE PLACING CONCRETE
AutoCAD SHX Text
CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
AutoCAD SHX Text
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
AutoCAD SHX Text
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
AutoCAD SHX Text
SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
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CURB AND GUTTER, CONCRETE, TYPE III
AutoCAD SHX Text
STANDARD DRAWING 10-15
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CURB AND GUTTER, CONCRETE, TYPE III
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BITUMINOUS PAVEMENT
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CLASS "A"
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NO SCALE
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CONCRETE
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COMPACTED BACKFILL
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3" TOP SOIL
AutoCAD SHX Text
2"R
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NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
AutoCAD SHX Text
CURE ALL EXPOSED SURFACES
AutoCAD SHX Text
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
AutoCAD SHX Text
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
AutoCAD SHX Text
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
AutoCAD SHX Text
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
AutoCAD SHX Text
SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
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CITY OF CARMEL STANDARDS
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STRAIGHT CONCRETE CURB
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STANDARD DRAWING 10-16
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STRAIGHT CONCRETE CURB
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NO SCALE
AutoCAD SHX Text
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
AutoCAD SHX Text
CURE ALL EXPOSED SURFACES
AutoCAD SHX Text
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
AutoCAD SHX Text
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
AutoCAD SHX Text
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
AutoCAD SHX Text
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
AutoCAD SHX Text
SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
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BACKFILL
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COMPACTED
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3" TOP SOIL
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2%%%
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2"R.
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2"R.
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CITY OF CARMEL STANDARDS
AutoCAD SHX Text
CURB AND GUTTER, B, CONCRETE, MODIFIED
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STANDARD DRAWING 10-17
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CURB AND GUTTER, B, CONCRETE, MODIFIED
REVISED 04-01-20
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CLASS 'A' CONCRETE
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EDGED AND BROOM FINISHED . NO "PICTURE FRAME" FINISHES WILL BE PERMITTED
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WITH SECTION 604 OF LATEST INDOT STANDARD SPECIFICATIONS.
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PREPARED SUBGRADE IN ACCORDANCE
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NO SCALE
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JOINT FILLER
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1/2" PREFORMED
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TRANSVERSE JOINT
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TRANSVERSE JOINT
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NOTE:
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WITH A JOINTER HAVING A
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RADIUS OF 1/4" AND FILLED
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WITH JOINT FILLER.
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JOINTS SHALL BE CUT
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JOINT FILLER
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1/2" PREFORMED
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6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES
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IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", WITH EXCEPTION OF ACROSS DRIVES
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NOTES:
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CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL - SIDEWALK DETAIL
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STANDARD DRAWING 10-18
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CONCRETE SIDEWALK
REVISED 04-01-20
AutoCAD SHX Text
SEE STANDARD DRAWING 10-18
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NO SCALE
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1/2" PREFORMED JOINT FILLER
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1.5%%% SLOPE
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RAISED 1/2" TO
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ALLOW SETTLEMENT
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CITY OF CARMEL STANDARDS
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SIDEWALK ADJACENT TO CURB
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STANDARD DRAWING 10-19
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SIDEWALK ADJACENT TO CURB
K
K
REVISED 04-01-20
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NO SCALE
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1.5%%%
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FILL
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FILL
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1
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3 (MAX)
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1
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3 (MAX)
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1
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3 (MAX)
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1
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3 (MAX)
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CUT
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CUT
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HMA FOR SIDEWALK 1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON 6" COMPACTED AGGREGATE #53 ON GEOGRID, IB (AS DIRECTED BY THE ENGINEER) INDOT SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text
* WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN)
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CITY OF CARMEL STANDARDS
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MULTI-USE PATH
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STANDARD DRAWING 10-20
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MULTI-USE PATH
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HAND TAMP PAVEMENT EDGES
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HAND TAMP PAVEMENT EDGES
C1 C1
REVISED 04-01-20
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NO SCALE
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CONCRETE
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DRIVE
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GUTTER
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CURB
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MEASURED AT PROPERTY LINE
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NOTES:
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DEPRESSED CURB USED FOR ALL APLICATIONS EXCEPT ROLL CURB.
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ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED.
AutoCAD SHX Text
WING
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WINGS SHALL BE SIZED AS NOTED REGARDLESS OF EXISTENCE OR LOCATION OF SIDEWALK.
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PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN).
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14%%%
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6%%%
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MAX
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1.5%%%
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MAX
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12:1
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DRIVE
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SIDEWALK
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C
AutoCAD SHX Text
L
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CROSS-SECTION VIEW
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CITY OF CARMEL STANDARDS
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RESIDENTIAL DRIVEWAY - DEPRESSED CURB
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STANDARD DRAWING 10-21A
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RESIDENTIAL DRIVEWAYS
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SIDEWALK
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TREE LAWN
AutoCAD SHX Text
SIDEWALK
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TREE LAWN
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PCCP FOR APPROACH, 6" ON
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE II
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%%ULEGEND
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MAX
C1 C1
REVISED 04-01-20
AutoCAD SHX Text
NO SCALE
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CONCRETE
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
CURB
AutoCAD SHX Text
MEASURED AT PROPERTY LINE
AutoCAD SHX Text
NOTES:
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ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED.
AutoCAD SHX Text
WING
AutoCAD SHX Text
WINGS SHALL BE SIZED AS NOTED REGARDLESS OF EXISTENCE OR LOCATION OF SIDEWALK
AutoCAD SHX Text
PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN).
AutoCAD SHX Text
14%%%
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6%%%
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MAX
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12:1
AutoCAD SHX Text
DRIVE
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SIDEWALK
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C
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L
AutoCAD SHX Text
CROSS-SECTION VIEW
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
RESIDENTIAL DRIVEWAY CONCRETE ROLL CURB & GUTTER
AutoCAD SHX Text
STANDARD DRAWING 10-21B
AutoCAD SHX Text
RESIDENTIAL DRIVEWAYS
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SIDEWALK
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TREE LAWN
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SIDEWALK
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TREE LAWN
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PCCP FOR APPROACH, 6" ON
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE II
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%%ULEGEND
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MAX
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1.5%%%
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MAX
C2
C2
REVISED 04-01-20
AutoCAD SHX Text
NO SCALE
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GUTTER
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CURB
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CURB PER CITY ORDINANCE
AutoCAD SHX Text
30' RADIUS
AutoCAD SHX Text
NOTES:
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*CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE.
AutoCAD SHX Text
PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
MEASURED AT PROPERTY LINE
AutoCAD SHX Text
PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN).
AutoCAD SHX Text
ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED.
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
COMMERCIAL DRIVEWAY DEPRESSED CURB
AutoCAD SHX Text
STANDARD DRAWING 10-22
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COMMERCIAL DRIVEWAYS
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PCCP FOR APPROACH, 9" ON*
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE II
AutoCAD SHX Text
SIDEWALK
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TREE LAWN
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SIDEWALK
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TREE LAWN
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%%ULEGEND
REVISED 04-01-20
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NO SCALE
AutoCAD SHX Text
RESIDENTIAL/COMMERCIAL DRIVEWAY
AutoCAD SHX Text
CLASS "A"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
1/2" PREFORMED JOINT FILLER
AutoCAD SHX Text
SEE STANDARD DRAWING 10-21A. 10-21B, OR 10-22
AutoCAD SHX Text
SLOPE TO MATCH ADJACENT CURB
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
DEPRESSED CURB & GUTTER DETAIL
AutoCAD SHX Text
STANDARD DRAWING 10-23
AutoCAD SHX Text
CONCRETE DRIVE WITH COMBINED DEPRESSED CURB AND GUTTER
AutoCAD SHX Text
12" CONCRETE
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ASPHALT BEFORE PATCHING
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CLEAN OF DEBRIS AND LOOSE
AutoCAD SHX Text
EDGES TO BE SAWCUT AND
AutoCAD SHX Text
REMOVABLE
AutoCAD SHX Text
NOTES:
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1.5" HMA SURFACE, 9.5 mm
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
NO SCALE
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TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF OUT OF THE RIGHT-OF-WAY
AutoCAD SHX Text
FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL
AutoCAD SHX Text
THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT. TACK COAT IS TO BE
AutoCAD SHX Text
APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDOT SPECIFICATIONS, SECTION 406
AutoCAD SHX Text
THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE, ASPHALT TYPE SHALL MATCH ROAD CLASSIFICATION REQUIREMENTS.
AutoCAD SHX Text
FLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213
AutoCAD SHX Text
1.
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2.
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3.
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4
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5.
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IF PIPE IS PLASTIC OR HDPE: HAUNCHING AND INITIAL BACKFILL SHALL BE PER MANUFACTURER'S OR UTILITY RECOMMENDATIONS (TYP. #8 STONE TO 12" ABOVE
AutoCAD SHX Text
6.
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TOP OF PIPE). FINAL BACKFILL SHALL BE FLOWABLE FILL UP TO 12" CONCRETE CAP.
AutoCAD SHX Text
FLOWABLE FILL
AutoCAD SHX Text
MULTI-USE PATH AND STREET CUT REPAIR DETAIL
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
MULTI-USE PATH AND STREET CUT REPAIR DETAIL
AutoCAD SHX Text
STANDARD DRAWING 10-24
REVISED 04-01-20
AutoCAD SHX Text
CONCRETE TO BE BROOM FINISHED PERPENDICULAR TO ROAD
AutoCAD SHX Text
NOTES:
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RAB
AutoCAD SHX Text
CENTER
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TO BE IMPLEMENTED AS DIRECTED BY CITY ENGINEER. CONCRETE COLOR TO BE SLATE GREEN
AutoCAD SHX Text
(PER TS FOR CONCRETE COLORING AND JOINTING) UNLESS OTHERWISE DIRECTED BY THE
AutoCAD SHX Text
TYPE D-1 CONTRACTION JOINTS NOT REQUIRED UNLESS OTHERWISE DIRECTED BY THE
AutoCAD SHX Text
CITY OF CARMEL ENGINEERING DEPARTMENT.
AutoCAD SHX Text
CITY OF CARMEL DEPARTMENT OF ENGINEERING.
AutoCAD SHX Text
TRUCK APRON RADIAL JOINT DETAIL
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
ROUNDABOUT TRUCK APRON DETAILS
AutoCAD SHX Text
STANDARD DRAWING 10-25A
AutoCAD SHX Text
COLORED AND JOINTED CONCRETE, 7" ON
AutoCAD SHX Text
10" COMPACTED AGGREGATE, NO. 53, ON
AutoCAD SHX Text
TRUCK APRON
AutoCAD SHX Text
INDOT SUBGRADE TREATMENT, TYPE IB OR IC
REVISED 04-01-20
AutoCAD SHX Text
INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10', MAXIMUM. PREFORMED EXPANSION JOINTS MAXIMUM EVERY 50'
AutoCAD SHX Text
CURE ALL EXPOSED SURFACES
AutoCAD SHX Text
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
AutoCAD SHX Text
CONTRACTION JOINTS SHALL BE SAWCUT IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3"D
AutoCAD SHX Text
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
AutoCAD SHX Text
NOTES:
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SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS
AutoCAD SHX Text
14" R.
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14" R.
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ROLL CURB FOR TRUCK APRON
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
ROLL CURB FOR TRUCK APRON
AutoCAD SHX Text
STANDARD DRAWING 10-25C
REVISED 04-01-20
AutoCAD SHX Text
2" R
AutoCAD SHX Text
COMPACTED SUBGRADE, TYP.
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TURF/PLANTING AREA
AutoCAD SHX Text
TOPSOIL
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TOPSOIL FLUSH WITH TOP OF CURB WHERE LANDSCAPE/PLANTING AREA MEETS BACK OF CURB
AutoCAD SHX Text
PROVIDE RADIUS ON EXPOSED FACE, TYP.
AutoCAD SHX Text
PROVIDE LIGHT BROOM FINISH TO EXPOSED CONCRETE, TYP.
AutoCAD SHX Text
STRAIGHT CONCRETE CURB SEE STANDARD DRAWING 10-16
AutoCAD SHX Text
NOTE: PROVIDE SAWCUT CONTROL JOINT FOR EVERY 6' - ALIGN CONTROL JOINTS W/EVERY THIRD (3RD) JOINT ON TRUCK APRON
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
CONCRETE TRUCK APRON
AutoCAD SHX Text
BARRIER CURB AT TRUCK APRON
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
BARRIER CURB AT RAB TRUCK APRON DETAIL
AutoCAD SHX Text
STANDARD DRAWING 10-25D
AutoCAD SHX Text
R= 39' to EP
AutoCAD SHX Text
R= 60'
AutoCAD SHX Text
R=53'
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NOTES:
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1. ELEVATIONS PROVIDED SHALL BE PROPOSED FLOW LINE OF GUTTER
AutoCAD SHX Text
2. ONE DETAIL SHALL BE PROVIDED FOR EACH CUL-DE-SAC AND INCLUDED IN THE CONSTRUCTION DRAWINGS
AutoCAD SHX Text
3. SCALE SHALL BE 1"= 40' OR LARGER
AutoCAD SHX Text
PROPERTY LINE or R/W
AutoCAD SHX Text
4. CENTER OF CUL-DE-SAC TO CENTERLINE OF INTERSECTING
AutoCAD SHX Text
STREET SHALL NOT EXCEED 600'
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
R= 41' to BC
AutoCAD SHX Text
SUBDIVISION CUL-DE-SAC
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
SUBDIVISION CUL-DE-SAC 'A'
AutoCAD SHX Text
STANDARD DRAWING 10-26
AutoCAD SHX Text
R= 39' to EP
AutoCAD SHX Text
R= 53'
AutoCAD SHX Text
R= 60'
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. ELEVATIONS PROVIDED SHALL BE PROPOSED FLOW LINE OF GUTTER
AutoCAD SHX Text
2. ONE DETAIL SHALL BE PROVIDED FOR EACH CUL-DE-SAC AND INCLUDED IN THE CONSTRUCTION DRAWINGS
AutoCAD SHX Text
3. SCALE SHALL BE 1"= 40' OR LARGER
AutoCAD SHX Text
4. CENTER OF CUL-DE-SAC TO CENTERLINE OF INTERSECTING
AutoCAD SHX Text
STREET SHALL NOT EXCEED 600'
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
R= 41' to BC
AutoCAD SHX Text
SUBDIVISION CUL-DE-SAC
AutoCAD SHX Text
PROPERTY LINE or R/W
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
SUBDIVISION CUL-DE-SAC 'B'
AutoCAD SHX Text
STANDARD DRAWING 10-27
A
A
REVISED 04-01-20
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CLASS "A"
AutoCAD SHX Text
INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
AutoCAD SHX Text
CURE ALL EXPOSED SURFACES
AutoCAD SHX Text
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
AutoCAD SHX Text
CONTROL JOINTS SAWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINTS EVERY 50' MAXIMUM
AutoCAD SHX Text
CONTRACTION JOINTS SHALL BE SAWCUT IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
AutoCAD SHX Text
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
AutoCAD SHX Text
ASPHALT BEFORE INSTALLING CURB
AutoCAD SHX Text
AND CLEAN OF DEBRIS AND LOOSE
AutoCAD SHX Text
EXISTING PAVEMENT TO BE SAWCUT
AutoCAD SHX Text
EXISTING UNDERDRAIN AND FILTER FABRIC AND STONE DRAINAGE ENVELOPE SHALL BE PRESERVED
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
CURB PER DETAILS: 10-13 THROUGH 10-17 AND 10-23
AutoCAD SHX Text
INSTALLING CURB ADJACENT TO EXISTING PAVEMENT
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
INSTALL CURB ADJACENT TO EXISTING PAVEMENT
AutoCAD SHX Text
STANDARD DRAWING 10-28
AutoCAD SHX Text
1.5" HMA SURFACE, ON
AutoCAD SHX Text
CONCRETE CAP, ON
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 907 OF STANDARD SPECIFICATION
AutoCAD SHX Text
TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE
AutoCAD SHX Text
MIN SLOPE .30%
AutoCAD SHX Text
#8 WASHED
AutoCAD SHX Text
INSTALL FILTER FABRIC ON
AutoCAD SHX Text
PERIMETER OF TRENCH AND
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
OVERLAP AT SUBGRADE LEVEL
AutoCAD SHX Text
REDUCING T REQUIRED
AutoCAD SHX Text
EASEMENT LINE
AutoCAD SHX Text
8" TOP SOIL
AutoCAD SHX Text
CAP AND TAPE
AutoCAD SHX Text
STEEL FENCE POST
AutoCAD SHX Text
CENTERLINE OF FLOWLINE
AutoCAD SHX Text
CENTERLINE OF SSD MAIN
AutoCAD SHX Text
GRADE
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4" MIN
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SSD
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MIN 6" DOUBLE WALL PIPE, PERFORATED
AutoCAD SHX Text
HANCOR Hi-Q OR EQUIVALENT PER
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SECTION 401.01 OF THE STORM
AutoCAD SHX Text
WATER TECHNICAL STANDARDS.
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
AFTER FUTURE CONNECTION HAS BEEN MADE POST SHALL BE CUT BELOW GRADE AND REMAIN.
AutoCAD SHX Text
SSD LATERAL TO INDIVIDUAL LOTS IN REAR YARD
AutoCAD SHX Text
CITY OF CARMEL STANDARDS
AutoCAD SHX Text
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS IN REAR YARD
AutoCAD SHX Text
STANDARD DRAWING 10-29A
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
#8 WASHED AGGREGATE
AutoCAD SHX Text
EARTH OR
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CONCRETE CURB OR CURB & GUTTER
AutoCAD SHX Text
INSTALL NON-WOVEN FILTER
AutoCAD SHX Text
FABRIC ON PERIMETER OF
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
TRENCH AND OVERLAP AT
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UNDERDRAIN TRENCH TO BE
AutoCAD SHX Text
FLUSH WITH BACK OF CURB
AutoCAD SHX Text
ASPHALT OR COMPACTED AGGREGATE
AutoCAD SHX Text
NO. 53 PER TYPICAL SECTION
AutoCAD SHX Text
DOUBLE WALL PIPE, PERFORATED HANCOR
AutoCAD SHX Text
Hi-Q, TYPE 4 PIPE OR EQUIVALENT
AutoCAD SHX Text
PER SECTION 401.01 OF THE
AutoCAD SHX Text
STORM WATER TECHNICAL STANDARDS
AutoCAD SHX Text
SUBGRADE LEVEL
AutoCAD SHX Text
MIN SLOPE 2%%%
AutoCAD SHX Text
SIDEWALK SURFACE
AutoCAD SHX Text
CAP AND TAP
AutoCAD SHX Text
STEEL FENCE POST
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NOTES:
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PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 907 OF STANDARD SPECIFICATION
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TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE
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AFTER FUTURE CONNECTION HAS BEEN MADE POST SHALL BE CUT BELOW GRADE AND REMAIN.
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REDUCING T REQUIRED
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4" SSD
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TYPICAL SSD LATERAL TO INDIVIDUAL LOTS UNDER CONCRETE CURB.
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CITY OF CARMEL STANDARDS
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TYPICAL SSD TO INDIVIDUAL LOTS UNDER CONCRETE CURB
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STANDARD DRAWING 10-29B
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PROPOSED GRADE
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UNDERCUT SWALE BY 0.2' TO ALLOW FOR FUTURE SILTING
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1
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3 (MAX)
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EXISTING GRADE
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PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 907 OF STANDARD SPECIFICATION
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NO SCALE
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#8 WASHED AGGREGATE
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INSTALL FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL
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MIN. 6" DOUBLE WALL PERFORATED PER 401.01 OF THE STORM WATER TECHNICAL STANDARDS MANUAL
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1
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3 (MAX)
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MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
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TYPICAL SWALE DETAIL
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CITY OF CARMEL STANDARDS
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TYPICAL SWALE DETAILS
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STANDARD DRAWING 10-30
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LIMIT OF SUBGRADE
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R/W
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NO SCALE
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LEGEND
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Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE
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DEPTH OF BEDDING MATERIAL BELOW PIPE
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D d MIN d MIN
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60" & SMALLER 4" 4" 66" & LARGER 6"6"
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NOTES: 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE STONE MEETING THE MATERIAL REQUIREMENTS OF THE STONE MEETING THE MATERIAL REQUIREMENTS OF THE MEETING THE MATERIAL REQUIREMENTS OF THE MEETING THE MATERIAL REQUIREMENTS OF THE THE MATERIAL REQUIREMENTS OF THE THE MATERIAL REQUIREMENTS OF THE MATERIAL REQUIREMENTS OF THE MATERIAL REQUIREMENTS OF THE REQUIREMENTS OF THE REQUIREMENTS OF THE OF THE OF THE THE THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THE PIPE IS INSTALLED TO GRADE AND LINE, THE PIPE IS INSTALLED TO GRADE AND LINE, PIPE IS INSTALLED TO GRADE AND LINE, PIPE IS INSTALLED TO GRADE AND LINE, IS INSTALLED TO GRADE AND LINE, IS INSTALLED TO GRADE AND LINE, INSTALLED TO GRADE AND LINE, INSTALLED TO GRADE AND LINE, TO GRADE AND LINE, TO GRADE AND LINE, GRADE AND LINE, GRADE AND LINE, AND LINE, AND LINE, LINE, LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR AND A MINIMUM OF 3" BELOW THE BELL. FOR AND A MINIMUM OF 3" BELOW THE BELL. FOR A MINIMUM OF 3" BELOW THE BELL. FOR A MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM OF 3" BELOW THE BELL. FOR OF 3" BELOW THE BELL. FOR OF 3" BELOW THE BELL. FOR 3" BELOW THE BELL. FOR 3" BELOW THE BELL. FOR BELOW THE BELL. FOR BELOW THE BELL. FOR THE BELL. FOR THE BELL. FOR BELL. FOR BELL. FOR FOR FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE PIPE BARREL SHALL BE 6". BEDDING SHALL BE PIPE BARREL SHALL BE 6". BEDDING SHALL BE BARREL SHALL BE 6". BEDDING SHALL BE BARREL SHALL BE 6". BEDDING SHALL BE SHALL BE 6". BEDDING SHALL BE SHALL BE 6". BEDDING SHALL BE BE 6". BEDDING SHALL BE BE 6". BEDDING SHALL BE 6". BEDDING SHALL BE 6". BEDDING SHALL BE BEDDING SHALL BE BEDDING SHALL BE SHALL BE SHALL BE BE BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF MATERIAL UNDER THE MIDDLE THIRD OF MATERIAL UNDER THE MIDDLE THIRD OF UNDER THE MIDDLE THIRD OF UNDER THE MIDDLE THIRD OF THE MIDDLE THIRD OF THE MIDDLE THIRD OF MIDDLE THIRD OF MIDDLE THIRD OF THIRD OF THIRD OF OF OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE BOTTOM ARE SOFT OR YIELDING, THE BOTTOM ARE SOFT OR YIELDING, THE ARE SOFT OR YIELDING, THE ARE SOFT OR YIELDING, THE SOFT OR YIELDING, THE SOFT OR YIELDING, THE OR YIELDING, THE OR YIELDING, THE YIELDING, THE YIELDING, THE THE THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE STONE IT WILL PRODUCE A UNIFORM AND STABLE STONE IT WILL PRODUCE A UNIFORM AND STABLE IT WILL PRODUCE A UNIFORM AND STABLE IT WILL PRODUCE A UNIFORM AND STABLE WILL PRODUCE A UNIFORM AND STABLE WILL PRODUCE A UNIFORM AND STABLE PRODUCE A UNIFORM AND STABLE PRODUCE A UNIFORM AND STABLE A UNIFORM AND STABLE A UNIFORM AND STABLE UNIFORM AND STABLE UNIFORM AND STABLE AND STABLE AND STABLE STABLE STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM SHALL BE COMPACTED IN 8" MAXIMUM SHALL BE COMPACTED IN 8" MAXIMUM BE COMPACTED IN 8" MAXIMUM BE COMPACTED IN 8" MAXIMUM COMPACTED IN 8" MAXIMUM COMPACTED IN 8" MAXIMUM IN 8" MAXIMUM IN 8" MAXIMUM 8" MAXIMUM 8" MAXIMUM MAXIMUM MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL DEPTH OF THE MATERIAL PLACED. THE BACKFILL DEPTH OF THE MATERIAL PLACED. THE BACKFILL OF THE MATERIAL PLACED. THE BACKFILL OF THE MATERIAL PLACED. THE BACKFILL THE MATERIAL PLACED. THE BACKFILL THE MATERIAL PLACED. THE BACKFILL MATERIAL PLACED. THE BACKFILL MATERIAL PLACED. THE BACKFILL PLACED. THE BACKFILL PLACED. THE BACKFILL THE BACKFILL THE BACKFILL BACKFILL BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE. HAUNCHING SHALL EXTEND THE PIPE. HAUNCHING SHALL EXTEND THE PIPE. HAUNCHING SHALL EXTEND PIPE. HAUNCHING SHALL EXTEND PIPE. HAUNCHING SHALL EXTEND HAUNCHING SHALL EXTEND HAUNCHING SHALL EXTEND SHALL EXTEND SHALL EXTEND EXTEND EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL SHALL BE B-BORROW FOR STRUCTURE BACKFILL SHALL BE B-BORROW FOR STRUCTURE BACKFILL BE B-BORROW FOR STRUCTURE BACKFILL BE B-BORROW FOR STRUCTURE BACKFILL B-BORROW FOR STRUCTURE BACKFILL B-BORROW FOR STRUCTURE BACKFILL FOR STRUCTURE BACKFILL FOR STRUCTURE BACKFILL STRUCTURE BACKFILL STRUCTURE BACKFILL BACKFILL BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN IN 6" MAXIMUM LIFTS TO NOT LESS THAN IN 6" MAXIMUM LIFTS TO NOT LESS THAN 6" MAXIMUM LIFTS TO NOT LESS THAN 6" MAXIMUM LIFTS TO NOT LESS THAN MAXIMUM LIFTS TO NOT LESS THAN MAXIMUM LIFTS TO NOT LESS THAN LIFTS TO NOT LESS THAN LIFTS TO NOT LESS THAN TO NOT LESS THAN TO NOT LESS THAN NOT LESS THAN NOT LESS THAN LESS THAN LESS THAN THAN THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE PLACED. THE BACKFILL FOR THE TOP 6" OF THE PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE BACKFILL FOR THE TOP 6" OF THE THE BACKFILL FOR THE TOP 6" OF THE BACKFILL FOR THE TOP 6" OF THE BACKFILL FOR THE TOP 6" OF THE FOR THE TOP 6" OF THE FOR THE TOP 6" OF THE THE TOP 6" OF THE THE TOP 6" OF THE TOP 6" OF THE TOP 6" OF THE 6" OF THE 6" OF THE OF THE OF THE THE THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND THE MATERIAL REQUIREMENTS OF THE INDOT AND THE MATERIAL REQUIREMENTS OF THE INDOT AND MATERIAL REQUIREMENTS OF THE INDOT AND MATERIAL REQUIREMENTS OF THE INDOT AND REQUIREMENTS OF THE INDOT AND REQUIREMENTS OF THE INDOT AND OF THE INDOT AND OF THE INDOT AND THE INDOT AND THE INDOT AND INDOT AND INDOT AND AND AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS FINAL BACKFILL FOR ALL RCP INSTALLATIONS FINAL BACKFILL FOR ALL RCP INSTALLATIONS BACKFILL FOR ALL RCP INSTALLATIONS BACKFILL FOR ALL RCP INSTALLATIONS FOR ALL RCP INSTALLATIONS FOR ALL RCP INSTALLATIONS ALL RCP INSTALLATIONS ALL RCP INSTALLATIONS RCP INSTALLATIONS RCP INSTALLATIONS INSTALLATIONS INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN ROCKS LARGER THAN 6" IN DIAMETER, FROZEN ROCKS LARGER THAN 6" IN DIAMETER, FROZEN LARGER THAN 6" IN DIAMETER, FROZEN LARGER THAN 6" IN DIAMETER, FROZEN THAN 6" IN DIAMETER, FROZEN THAN 6" IN DIAMETER, FROZEN 6" IN DIAMETER, FROZEN 6" IN DIAMETER, FROZEN IN DIAMETER, FROZEN IN DIAMETER, FROZEN DIAMETER, FROZEN DIAMETER, FROZEN FROZEN FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% 12" MAXIMUM LIFTS TO NOT LESS THAN 90% 12" MAXIMUM LIFTS TO NOT LESS THAN 90% MAXIMUM LIFTS TO NOT LESS THAN 90% MAXIMUM LIFTS TO NOT LESS THAN 90% LIFTS TO NOT LESS THAN 90% LIFTS TO NOT LESS THAN 90% TO NOT LESS THAN 90% TO NOT LESS THAN 90% NOT LESS THAN 90% NOT LESS THAN 90% LESS THAN 90% LESS THAN 90% THAN 90% THAN 90% 90% 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING SHALL PROVIDE A 3rd PARTY TESTING SHALL PROVIDE A 3rd PARTY TESTING PROVIDE A 3rd PARTY TESTING PROVIDE A 3rd PARTY TESTING A 3rd PARTY TESTING A 3rd PARTY TESTING 3rd PARTY TESTING 3rd PARTY TESTING PARTY TESTING PARTY TESTING TESTING TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE WATER SERVICE LATERALS, AND SANITARY SERVICE WATER SERVICE LATERALS, AND SANITARY SERVICE SERVICE LATERALS, AND SANITARY SERVICE SERVICE LATERALS, AND SANITARY SERVICE LATERALS, AND SANITARY SERVICE LATERALS, AND SANITARY SERVICE AND SANITARY SERVICE AND SANITARY SERVICE SANITARY SERVICE SANITARY SERVICE SERVICE SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF UTILITY, THE MINIMUM COVER FROM THE TOP OF UTILITY, THE MINIMUM COVER FROM THE TOP OF THE MINIMUM COVER FROM THE TOP OF THE MINIMUM COVER FROM THE TOP OF MINIMUM COVER FROM THE TOP OF MINIMUM COVER FROM THE TOP OF COVER FROM THE TOP OF COVER FROM THE TOP OF FROM THE TOP OF FROM THE TOP OF THE TOP OF THE TOP OF TOP OF TOP OF OF OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PIPE SHALL BE NO LESS THAN 2.5 PIPE SHALL BE NO LESS THAN 2.5 PIPE SHALL BE NO LESS THAN 2.5 SHALL BE NO LESS THAN 2.5 SHALL BE NO LESS THAN 2.5 BE NO LESS THAN 2.5 BE NO LESS THAN 2.5 NO LESS THAN 2.5 NO LESS THAN 2.5 LESS THAN 2.5 LESS THAN 2.5 THAN 2.5 THAN 2.5 2.5 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE UTILITY THAT HAS JURISDICTION OVER THE THE UTILITY THAT HAS JURISDICTION OVER THE UTILITY THAT HAS JURISDICTION OVER THE UTILITY THAT HAS JURISDICTION OVER THE THAT HAS JURISDICTION OVER THE THAT HAS JURISDICTION OVER THE HAS JURISDICTION OVER THE HAS JURISDICTION OVER THE JURISDICTION OVER THE JURISDICTION OVER THE OVER THE OVER THE THE THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO TO BOTTOM OF EXISTING SUBGRADE AND FILL TO TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BOTTOM OF EXISTING SUBGRADE AND FILL TO OF EXISTING SUBGRADE AND FILL TO OF EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE AND FILL TO SUBGRADE AND FILL TO SUBGRADE AND FILL TO AND FILL TO AND FILL TO FILL TO FILL TO TO TO THE LIMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53. 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM EXISTING AND PROPOSED CITY R/W AND FOR STORM EXISTING AND PROPOSED CITY R/W AND FOR STORM AND PROPOSED CITY R/W AND FOR STORM AND PROPOSED CITY R/W AND FOR STORM PROPOSED CITY R/W AND FOR STORM PROPOSED CITY R/W AND FOR STORM CITY R/W AND FOR STORM CITY R/W AND FOR STORM R/W AND FOR STORM R/W AND FOR STORM AND FOR STORM AND FOR STORM FOR STORM FOR STORM STORM STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION CONCRETE PIPE REGARDLESS OF JURISDICTION CONCRETE PIPE REGARDLESS OF JURISDICTION PIPE REGARDLESS OF JURISDICTION PIPE REGARDLESS OF JURISDICTION REGARDLESS OF JURISDICTION REGARDLESS OF JURISDICTION OF JURISDICTION OF JURISDICTION JURISDICTION JURISDICTION OVER STORM PIPES.
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6" MINIMUM OF TOPSOIL OR COMPACTED AGGREGATE #53.
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SPRINGLINE
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TRENCH DETAIL FOR CITY STORM SEWERS
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CITY OF CARMEL STANDARDS
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TRENCH DETAIL FOR CITY STORM SEWERS
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STANDARD DRAWING 10-31
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1. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WILL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MAINS, THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS. 3. FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO 53.
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NOTES:
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LIMIT OF SUBGRADE
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R/W
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MINIMUM COVER SHALL BE PER NOTE 3.
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NO SCALE
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6" MINIMUM OF TOPSOIL OR COMPACTED AGGREGATE #53
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PIPE MATERIAL PER UTILITY HAVING JURISDICTION OVER INSTALLATION.
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WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R/W
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CITY OF CARMEL STANDARDS
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STANDARD DRAWING 10-32
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WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R/W
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20' RADIUS INSCRIBED BY R/W LINES FOR LOCAL-LOCAL,
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ANGLE OF INTERSECTION OF MINOR ROAD SHALL BE 90 DEGREES WHEN POSSIBLE, BUT NOT LESS THAN 75 DEGREES.
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20' LOCAL-LOCAL, 40' LOCAL-ALL OTHER
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INTERSECTION OFFSET POINT. FOR ACCESS FROM A MAJOR ROAD WHICH IS A COLLECTOR, PARKWAY OR ARTERIAL THIS POINT SHALL BE AT LEAST 500'
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NOTES:
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1. IF A ROUNDABOUT IS PLANNED AT INTERSECTION, ADEQUATE R/W SHALL BE PROVIDED AS REQUIRED BY THE DEPARTMENT OF ENGINEERING
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2. WHERE SUBDIVISION ACCESS IS FROM A PRIMARY OR SECONDARY THOROUGHFARE, OR A COLLECTOR STREET, ACCELERATION/DECELERATION LANES AND A PASSING
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3. INTERSECTION OFFSET POINT SHALL BE LOCATED SUCH THAT THE OPPOSING LEFT TURN LANES ARE ALIGNED.
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4. MEDIAN ISLAND WILL ONLY BE APPROVED IF STANDARD CROSS SECTION BASED ON CLASSIFICATION OF MINOR ROADWAY ALLOWS FOR A MEDIAN ISLAND. IF MEDIAN
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C
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R/W WIDTH PER ROAD CLASSIFICATION
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NO SCALE
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ISLAND IS ALLOWED AND WILL BE INSTALLED, REFER TO MEDIAN ISLAND AT SUBDIVISION OR COMMERCIAL AREA ENTRANCE DETAIL FOR ADDITIONAL REQUIREMENTS.
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TRIANGULAR AREA WITH TWO 30' SIDES FOR LOCAL-COLLECTOR OR
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TRIANGULAR AREA WITH TWO 50' SIDES FOR ARTERIAL/PARKWAY
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MINOR ROAD OR EXISTING ENTRANCE, COMMERCIAL ACCESS POINT WITHIN THE LIMITS OF THE FRONTAGE. IF ALIGNMENT IS NOT POSSIBLE,
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THE OFFSET DISTANCE BETWEEN THIS POINT AND SIMILAR POINT ON EXISTING ACCESS SHALL BE MAXIMIZED; BUT SHALL BE A MINIMUM OF 200'
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PROVIDED THAT THE 500' MINIMUM DISTANCE IS STILL SATISFIED. IF INTERSECTION IS WITHIN A LOCAL ROAD NETWORK AND
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ALIGNMENT WITH AN EXISTING COMMERCIAL ACCESS POINT OR MINOR ROAD IS NOT POSSIBLE, A MINIMUM 150' SEPARATION SHALL BE PROVIDED.
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CROSS SECTION PER ROAD CLASSIFICATION (CENTERED IN R/W) SEE NOTE 4 REGARDING MEDIAN ISLAND
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R/W BASED ON CLASSIFICATION ON THOROUGHFARE PLAN
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L
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STREET
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MINOR ROAD
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C
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L
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STREET
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MAJOR ROAD
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R/W BASED ON CLASSIFICATION ON THOROUGHFARE PLAN
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JUSTIFICATION SHALL BE PROVIDED IF ANGLE IS NOT 90 DEGREES.
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FROM THE NEAREST MAJOR ROAD INTERSECTION WITH ANOTHER MAJOR OR MINOR ROAD. THIS POINT SHALL BE ALIGNED WITH AN EXISTING
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LANE SHALL BE PROVIDED AT EACH INTERSECTION. SEE STANDARD DRAWING 10-35 FOR DIMENSIONS.
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STANDARD INTERSECTION
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CITY OF CARMEL STANDARDS
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STANDARD INTERSECTION
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STANDARD DRAWING 10-33
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NO SCALE
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CROSS SECTION PER ROAD CLASSIFICATION (CENTERED IN R/W)
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MINOR ROAD
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MAJOR ROAD
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RADIUS PER DETAIL 10-33
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RADIUS PER DETAIL 10-33
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R/W PER THOROUGHFARE PLAN
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12' MINIMUM CENTERED ON R/W
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AND STREET CROSSING
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FACE OF CHAIRBACK CURB
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C
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L
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STREET
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CONCRETE CURB END TREATMENT
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WITH DELINEATION SEE STANDARD
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DRAWING 10-38
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MEDIAN ISLAND AT LOCAL ROAD INTERSECTION WITH MAJOR ROAD
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CITY OF CARMEL STANDARDS
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MEDIAN ISLAND AT SUBDIVISION OR COMMERCIAL ENTRANCE
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STANDARD DRAWING 10-34
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PAVEMENT SECTION PER ROAD CLASSIFICATION BACK TO RIGHT OF WAY.
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4" THERMOPLASTIC SOLID WHITE
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4" THERMOPLASTIC DOUBLE YELLOW FOR ENTIRE RESURFACING AREA
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40' MINIMUM RADIUS SHALL BE PROVIDED REGARDLESS OF MAJOR/MINOR ROAD CLASSIFICATION.
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MINOR ROAD
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R/W WIDTH PER ROAD CLASSIFICATION
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R/W
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MAJOR ROAD
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12' PASSING BLISTER
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EXISTING LANE
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WIDTH VARIES
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NEW PAVEMENT
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THOROUGHFARE PLAN
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R/W PER
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CITY OF CARMEL STANDARDS
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AUXILIARY LANES AND MAJOR ROAD IMPROVEMENTS
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STANDARD DRAWING 10-35
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NOTES: 1. CONSTRUCTION PLANS SHALL INCLUDE CENTERLINE PROFILE OF EXISTING ROAD BEING INTERSECTED BY THE ENTRANCE. THE PROFILE SHALL EXTEND A MINIMUM CONSTRUCTION PLANS SHALL INCLUDE CENTERLINE PROFILE OF EXISTING ROAD BEING INTERSECTED BY THE ENTRANCE. THE PROFILE SHALL EXTEND A MINIMUM OF 500' EACH DIRECTION FROM ENTRANCE CENTERLINE. LOCATION OF MINOR ROAD SHALL BE SUCH THAT SSD ON MAJOR ROAD IS PROVIDED. 2. THE CITY ENGINEER, AT ITS DISCRETION, MAY REQUIRE THE CONNECTION OF AUXILIARY LANES BETWEEN DEVELOPMENTS, EVEN IF WORK EXCEEDS THAT REQUIRED THE CITY ENGINEER, AT ITS DISCRETION, MAY REQUIRE THE CONNECTION OF AUXILIARY LANES BETWEEN DEVELOPMENTS, EVEN IF WORK EXCEEDS THAT REQUIRED ON THIS DETAIL 3. AUXILIARY LANES (ACCELERATION TAPER, DECLARATION TAPER, DECLARATION LANE AND PASSING BLISTER) ARE REQUIRED AT ALL SUBDIVISION ENTRANCES AUXILIARY LANES (ACCELERATION TAPER, DECLARATION TAPER, DECLARATION LANE AND PASSING BLISTER) ARE REQUIRED AT ALL SUBDIVISION ENTRANCES WHERE R/W EXISTS PURSUANT TO CITY OF CARMEL ORDINANCES. 4. MILL THE FULL WIDTH OF THE EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMA SURFACE, 9.5mm. WORK SHALL EXTEND ACROSS ENTIRE FRONTAGE OF MILL THE FULL WIDTH OF THE EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMA SURFACE, 9.5mm. WORK SHALL EXTEND ACROSS ENTIRE FRONTAGE OF PROPERTY OR TO LIMITS OF AUXILIARY LANES, WHICHEVER IS GREATER. 5. IF THESE DIMENSIONS CONFLICT WITH THE DIMENSIONS PRESENTED IN CITY OF CARMEL ORDINANCES, THE REQUIREMENTS RESULTING IN LARGER DIMENSIONS IF THESE DIMENSIONS CONFLICT WITH THE DIMENSIONS PRESENTED IN CITY OF CARMEL ORDINANCES, THE REQUIREMENTS RESULTING IN LARGER DIMENSIONS SHALL APPLY. 6. WHEN PRESENT, GRAVEL SHOULDERS SHALL BE 3' WIDE. WHEN PRESENT, GRAVEL SHOULDERS SHALL BE 3' WIDE. 7. WIDENING SHALL BE PROVIDED EVEN IF AUXILIARY LANES ARE NOT REQUIRED. WIDENING SHALL BE PROVIDED EVEN IF AUXILIARY LANES ARE NOT REQUIRED. * LANE SHIFT: TAPER LENGTHS SHALL BE IN ACCORDANCE WITH MOST RECENT VERSION OF MUTCD.
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6", COMPACTED AGGREGATE #73, ON COMPACTED SUBGRADE
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SEE STANDARD
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DRAWING 10-12
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SUBSURFACE DRAIN DETAIL
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NO SCALE
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REVISED 04-01-20
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PAVEMENT SECTION PER ROAD CLASSIFICATION BACK TO RIGHT OF WAY.
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MINOR OR ACCESS ROAD
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R/W DISTANCE PER ROAD CLASSIFICATION
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R/W PER THOROUGHFARE PLAN
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4" THERMOPLASTIC SOLID WHITE
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4" THERMOPLASTIC DOUBLE YELLOW FOR ENTIRE RESURFACING AREA
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40' MINIMUM RADIUS SHALL BE PROVIDED REGARDLESS OF MAJOR/MINOR ROAD CLASSIFICATION.
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EXISTING
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PAVEMENT
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EDGE
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NEW PAVEMENT
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4" THERMOPLASTIC, DOTTED, WHITE, 2' STRIPE - 2' GAP
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CITY OF CARMEL STANDARDS
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AUXILIARY LANES FOR LEFT TURN BAY
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STANDARD DRAWING 10-36
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TAPER PER DESIGN VEHICLE RT TURN
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6", COMPACTED AGGREGATE #73, ON COMPACTED SUBGRADE
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%%ULEGEND
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NOTES: 1. CONSTRUCTION PLANS SHALL INCLUDE CENTERLINE PROFILE OF EXISTING ROAD BEING INTERSECTED BY THE ENTRANCE. THE PROFILE SHALL EXTEND A MINIMUM CONSTRUCTION PLANS SHALL INCLUDE CENTERLINE PROFILE OF EXISTING ROAD BEING INTERSECTED BY THE ENTRANCE. THE PROFILE SHALL EXTEND A MINIMUM OF 500' EACH DIRECTION FROM ENTRANCE CENTERLINE. LOCATION OF MINOR ROAD SHALL BE SUCH THAT SSD ON MAJOR ROAD IS PROVIDED. 2. THE CITY ENGINEER, AT ITS DISCRETION, MAY REQUIRE THE CONNECTION OF AUXILIARY LANES BETWEEN DEVELOPMENTS, EVEN IF WORK EXCEEDS THAT REQUIRED THE CITY ENGINEER, AT ITS DISCRETION, MAY REQUIRE THE CONNECTION OF AUXILIARY LANES BETWEEN DEVELOPMENTS, EVEN IF WORK EXCEEDS THAT REQUIRED ON THIS DETAIL 3. AUXILIARY LANES (ACCELERATION TAPER, DECLARATION TAPER, DECLARATION LANE AND PASSING BLISTER) ARE REQUIRED AT ALL SUBDIVISION ENTRANCES AUXILIARY LANES (ACCELERATION TAPER, DECLARATION TAPER, DECLARATION LANE AND PASSING BLISTER) ARE REQUIRED AT ALL SUBDIVISION ENTRANCES WHERE R/W EXISTS PURSUANT TO CITY OF CARMEL ORDINANCES. 4. MILL THE FULL WIDTH OF THE EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMA SURFACE, 9.5mm. WORK SHALL EXTEND ACROSS ENTIRE FRONTAGE OF MILL THE FULL WIDTH OF THE EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMA SURFACE, 9.5mm. WORK SHALL EXTEND ACROSS ENTIRE FRONTAGE OF PROPERTY OR TO LIMITS OF AUXILIARY LANES, WHICHEVER IS GREATER. 5. IF THESE DIMENSIONS CONFLICT WITH THE DIMENSIONS PRESENTED IN CITY OF CARMEL ORDINANCES, THE REQUIREMENTS RESULTING IN LARGER DIMENSIONS IF THESE DIMENSIONS CONFLICT WITH THE DIMENSIONS PRESENTED IN CITY OF CARMEL ORDINANCES, THE REQUIREMENTS RESULTING IN LARGER DIMENSIONS SHALL APPLY. 6. WHEN PRESENT, GRAVEL SHOULDERS SHALL BE 3' WIDE. WHEN PRESENT, GRAVEL SHOULDERS SHALL BE 3' WIDE. * LANE SHIFT: TAPER LENGTHS SHALL BE IN ACCORDANCE WITH MOST RECENT VERSION OF MUTCD.
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%%UNO SCALE
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1 1/2" SCH. 40 (TYP.)
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2 1/2" SCH. 40 (TYP.)
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FIELD ADJUST MEASUREMENTS TO FIT CONTOURS AND SITE CONDITIONS
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%%URAILING NOTES
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1) HANDRAIL MATERIALS AND WORK SPECIFICATIONS SHALL BE IN ACCORDANCE
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WITH THE MOST CURRENT VERSION OF INDIANA DEPARTMENT OF TRANSPORTATION
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2) ALL PIPE MATERIAL SHALL BE SCHEDULE 40, ASTM A53, GR. B.
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4) FOOTING AND POST EMBEDMENT TO BE DESIGNED BY THE DESIGNER. THE USE OF THE BASE
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3) HANDRAILS SHALL BE GALVANIZED STEEL WITH PRIMER AND BLACK POWDER
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STANDARD SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS UNLESS OTHERWISE NOTED.
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COATING MATERIALS PER TECHNICAL SPECIFICATIONS.
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PLATE/DROP-IN ANCHOR OPTION IS ONLY PERMITTED WHEN EMBEDDING THE POST IS NOT
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FEASIBLE. THE USE OF THE BASE PLATE/DROP-IN ANCHOR OPTION MAY BE APPROVED BY
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THE ENGINEER.
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10" x 5" x 1" (SEE DETAIL SHT 10-38B)
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34" BOLT WITH DROP-IN ANCHOR (SEE NOTE 4)
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(SEE NOTE 4)
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RAILS
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TYP.
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1/8"
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POST
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TYP.
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3/16"
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CITY OF CARMEL STANDARDS
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HANDRAIL
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STANDARD DRAWING 10-37A
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%%UNO SCALE
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1316" STD. HOLE FOR34" BOLT IN DROP-INANCHOR*
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* DROP-IN ANCHOR SHALL HAVE A
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POST
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MINIMUM ALLOWABLE TENSILE
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CAPACITY OF 3,000 LBS.
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C
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RAIL
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L
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CITY OF CARMEL STANDARDS
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HANDRAIL BASE PLATE DETAIL
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STANDARD DRAWING 10-37B
Y
Y
R D R
Y
DR R
Y
CT
D
R
Y
CT
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SECTION A-A
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CONCRETE CURB AND GUTTER MEDIAN OR MODIFIED CONCRETE CENTER CURB AS SPECIFIED IN PROJECT CONTRACT DOCUMENTS
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DETAIL 2
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A
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3' WIDTH OR LESS REQUIRES 2 RPMS PER DETAIL 2 CENTERED ON WIDTH OF MEDIAN
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WIDTH GREATER THAN 3' REQUIRES 4 RPMS PER DETAIL 1 OR
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RPM (YELLOW)
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TYPICAL PAVEMENT SECTION
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CURB DEPTH AS SPECIFIED
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LEGEND
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NOTES:
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DETAIL 1
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CONCRETE CURB AND GUTTER MEDIAN OR MODIFIED CONCRETE CENTER CURB AS SPECIFIED IN PROJECT CONTRACT DOCUMENTS
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LINE, THERMOPLASTIC, YELLOW, 4IN.
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A
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A
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A
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CITY OF CARMEL STANDARDS
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CONCRETE CURB END TREATMENT DELINEATION
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STANDARD DRAWING 10-38
A B
C D
A
B
C
D
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FOR PAVED UNDIVIDED ROAD SURFACES PLACEMENT SHALL BE IN THE CENTER OF THE STREET.
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FOR DIVIDED MULTI-LANE ROAD SURFACES PLACEMENT SHALL BE IN CENTER DIVIDER LANE CLOSEST TO HYDRANT
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NOTES:
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LOCATION.
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FOR CUL-DE-SAC APPLICATIONS PLACEMENT SHALL BE AT THE BEGINNING OF THE CUL-DE-SAC CIRCLE IN THE CENTER
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OF THE STREET.
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EITHER TRAVEL DIRECTION.
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FOR INTERSECTION APPLICATIONS PLACEMENT SHALL BE CENTER SURFACE DIVIDER CLOSEST TO HYDRANT LOCATION IN
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FIRE HYDRANT
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LEGEND
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RPM TYPE 2 (BLUE) PER INDOT STANDARD DWG E 808-MKRM-11
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CITY OF CARMEL STANDARDS
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FIRE HYDRANT MARKER PLACEMENT
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STANDARD DRAWING 10-39
1
2345
REVISED 04-01-20
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GRADE
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FOR RETROFIT WHERE POLE FOUNDATION IS EXISTING, NOTCH CONCRETE BASE AND INSTALL CONDUIT, PATCH WITH GROUT.
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%%uNOTES:
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1-2" CONDUIT TO NEAREST LIGHT POLE FOR ICS USE.
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ALL CONDUITS REQUIRED FOR LIGHTING CIRCUITS. (SIZE AND QUANTITY PER PLANS)
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"P" SIZE VENTED CABINET. FINISH AND COLOR TO MATCH LIGHT POLES
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GRADE
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1-4" CONDUITS FOR FUTURE USE. PER 10-41
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ALL BENDS ARE TO BE SWEEPING ELBOWS.
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ALL CONDUIT SHALL HAVE LOCATE WIRE.
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PHOTO CELL
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SERVICE AND CONTROL CABINET DETAIL
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NO SCALE
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CITY OF CARMEL STANDARDS
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SERVICE AND CONTROL CABINET DETAIL
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STANDARD DRAWING 10-40
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DRAIN ABOVE GRADE
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CONDUIT TO ELECTRICAL TRANSFORMER (SIZE PER UTILITY COMPANY)
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1 -4" CONDUIT AND 1 -4-1" INTERDUCT CONDUIT TO COMMUNICATIONS HANDHOLE (AS NEEDED)
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LABEL CONDUIT IN CABINET FOR FUTURE WEATHER STATION.
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ALL CONDUITS FOR FUTURE USE SHALL BE TERMINATED 1' OUTSIDE OF FOUNDATION AND CAPPED.
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GRADE
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INTERIOR OF CABINET PER 10-41
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ELECTRIC METER
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1-4" CONDUIT FOR IRRIGATION AND 1-4" LANDSCAPE LIGHTING (AS NEEDED)
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GROUND
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CONDUIT INTO CABINET (SIZE PER PLANS)
REVISED 04-01-20
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Top of Cabinet
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Photo Cell (Contractor to ensure weather tight seal)
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Chatsworth Standard Swing Gate Wall Rack #11790-718
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20A Quad GFI Weatherproof Receptacle
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Grounding Bus
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Left Side of Cabinet
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Main Compartment of Cabinet
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Foundation of Cabinet
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NOTES:
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1. All holes placed in exterior of cabinet shall be weathertight. 2. Place backing plate for equiptment mounting on left wall from Swing Gate Wall Rack to floor, on back wall from ceiling to floor, and on right wall from ceiling to floor. 3. Coordinate with Carmel ICS and Street Dept for approval of cabinet interior layout prior to constructing. 4. All breakers must be labeled with unused breakers labeled "not used".
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Light Switch
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3-mode Street Lighting Control
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Right Side of Cabinet
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CITY OF CARMEL STANDARDS
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SERVICE AND CONTROL CABINET INTERIOR DETAIL
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STANDARD DRAWING 10-41
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Landscaping and irrigation antennas, as required
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Back Wall
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Future Controls
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Future Controls
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Irrigation Controls
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Landscape Lighting Controls
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Grounding Bus
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Street Lighting Controls
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125A Breaker Panel
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All Breakers must be labeled
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Light
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2" Drain
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A
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A1
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B
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C
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D
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E
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L1
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L2
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L3
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P
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G
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Foundation Legend:
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A: 4" conduit to roundabout for irrigation, as needed.
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A1: 4" conduit to roundabout for landscape lighting, as needed.
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B: 4" conduit, spare to be capped 1' outside of foundation.
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C: 4" conduit to ICS handhole, as needed.
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D: 4" conduit with 3-1.25" innerduct to ICS handhole, as needed.
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E: 2" conduit to nearest light pole for ICS use.
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L: conduit for lighting, size and number as required.
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P: conduit to electric meter, size as required.
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G: conduit for ground, size as required.
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20A Quad GFI Weatherproof Receptacle
REVISED 04-01-20
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HANDHOLE
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BASE COVER
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POLE
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MOUNTING BOLTS AND LAYOUT PER MANUFACTURERS TEMPLATE
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GROUT BASE
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CONDUIT AS NECESSARY WITH PULL STRING AT OWNERS DIRECTION AND WHERE APPLICABLE. MINIMUM OF THREE ELBOWS IN FOUNDATION REQUIRED.
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GROUND ROD
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PROVIDE 4-#6 VERTICAL BARS, PROVIDE #3 TIES AT 3" O.C. AT TOP, REMAINDER #3 TIES AT 12" O.C.
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#6 AWG GROUND WIRE
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NO SCALE
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%%U15' POLE BASE DETAIL
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CITY OF CARMEL STANDARDS
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15' LIGHT POLE FOUNDATION DETAIL
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STANDARD DRAWING 10-42A
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HARDSCAPE
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TURF/MULCH
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CONC. BASE WITH 1" CHAMFER: PROVIDE VERY HIGH QUALITY SMOOTH FINISH
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*TOP OF FOUNDATION TOP OF FOUNDATION ELEVATION SHALL BE FLUSH WITH PROPOSED FINISH PLAN GRADE OR AS DIRECTED BY ENGINEER.
u
REVISED 04-01-20
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CITY OF CARMEL STANDARDS
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15' LIGHT POLE DETAIL
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STANDARD DRAWING 10-42B
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1/4"-20X4" LONG BENT EYEBOLT WITH 1 NUT AND 1 WASHER
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15 AMP, TAMPER AND WEATHER RESISTANT GFCI RECEPTACLE (COOPER INDUSTRIES #: TWRVGF15) SUPPLIED WITH WEATHER PROOF (WEATHER PROOF WHILE IN USE) LOCKABLE ALUMINUM COVER (TAYMAC #: MX4280S)
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3/8-16 EYEBOLT WITH 1" I.D. EYE ((2) LOCATED @ 180° APART)
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REFRACTIVE
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X-SERIES STYLE INTERNAL HEAT SINK
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REFLECTOR
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STIPPLED
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CROSSFIREu GENERATION TWO GENERATION TWO OPTICAL SYSTEM (INJECTION MOLDED REFRACTIVE ACRYLIC WITH TYPE III ASYMMETRIC DISTRIBUTION)
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A
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A
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LUMINAIRE SPECIFICATIONS
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STYLE: WASHINGTON WITH THE X-SERIES LED MODULE, 118 WASHINGTON WITH THE X-SERIES LED MODULE, 118 HEIGHT: REFRACTIVE GLOBE AND FINIAL REFRACTIVE GLOBE AND FINIAL WIDTH: 44 3/8" 44 3/8" MATERIAL: 15 7/8" 15 7/8" CAST ALUMINUM ALLOY ANSI 356, PER A.S.T.M. B26-95 FINISH: POWDER COAT - RIVER TEXTURE GLOSS BLACK POWDER COAT - RIVER TEXTURE GLOSS BLACK LAMPING: 70 WATT LED 70 WATT LED VOLTAGE: ELECTRONIC WIRED AT 120-277 VOLTS ELECTRONIC WIRED AT 120-277 VOLTS COLOR TEMP.: 4000K (MEDIUM WHITE) 4000K (MEDIUM WHITE) OPTICAL SYSTEM: TYPE III CROSSFIRE REFRACTIVE OPTICS (ASYMMETRIC DISTRIBUTION) TYPE III CROSSFIRE REFRACTIVE OPTICS (ASYMMETRIC DISTRIBUTION) SURGE: 10 kV 10 kV CATALOG NO. ALMWSH-LE070/EVX/L18-40-CR3-PF83-FPP-CUALMWSH-LE070/EVX/L18-40-CR3-PF83-FPP-CU
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1 1/2" SCH 80 ALUMINUM PIPE (1.9" O.D.)
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FRANKENMUTH CAST ALUMINUM 2-1/2" DIA. BANNER BALL FINIAL (WELDED TO ARMS)
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LAMP POST SPECIFICATIONS
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STYLE: WASHINGTON STEEL WASHINGTON STEEL HEIGHT: 15'-0" 15'-0" PHOTOMETRIC CENTER: 16'-11" 16'-11" BASE: 18" DIAMETER 18" DIAMETER MATERIAL: SHAFT: 11 GAUGE MIN. 12 FLAT FLUTE, STEEL MONOTUBE CONSTRUCTION 11 GAUGE MIN. 12 FLAT FLUTE, STEEL MONOTUBE CONSTRUCTION BASE: 2 PIECE, (WRAP AROUND) HEAVY WALL CAST IRON PER A.S.T.M. 2 PIECE, (WRAP AROUND) HEAVY WALL CAST IRON PER A.S.T.M. A 48-83 CLASS 30 FINISH: PRIME PAINT THEN FINISH PAINT SHERWIN WILLIAMS ACROLON PRIME PAINT THEN FINISH PAINT SHERWIN WILLIAMS ACROLON CLASSIC BLACK ACCESS DOOR: LOCATED IN BASE TO COINCIDE WITH HAND HOLE IN STEEL SHAFT LOCATED IN BASE TO COINCIDE WITH HAND HOLE IN STEEL SHAFT SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS GROUND STUD PROVISIONS: 1/4"-20 SQUARE NUT WELDED TO INSIDE WALL OF POLE OPPOSITE 1/4"-20 SQUARE NUT WELDED TO INSIDE WALL OF POLE OPPOSITE HANDHOLE FOR GROUND STUD (STUD PROVIDED BY OTHERS) ANCHOR BOLTS: (4) 3/4"x24"+3" HOOK (FULLY GALVANIZED WITH 2 GALVANIZED NUT (4) 3/4"x24"+3" HOOK (FULLY GALVANIZED WITH 2 GALVANIZED NUT AND 2 GALVANIZED WASHER PER BOLT) - SEE QUANTITY WHEN REQ'D BOLT PROJECTION: 5" REQUIRED 5" REQUIRED TENON: 3 1/2" DIA. x 3" HIGH (ABOVE DONUT) TO ACCEPT LUMINARE 3 1/2" DIA. x 3" HIGH (ABOVE DONUT) TO ACCEPT LUMINARE CATALOG NO. ARM: ABNUBA-MI-2S-1.50-28.50-6.25-FFR-XX-CB ABNUBA-MI-2S-1.50-28.50-6.25-FFR-XX-CB ANCHOR BOLTS: 323/2NW 323/2NW SHAFT: SSH2F-G11-07.50-15.00-TN3.50/3.00-GFWN-C8 SSH2F-G11-07.50-15.00-TN3.50/3.00-GFWN-C8 BASE: ISBWSH-18-C8ISBWSH-18-C8
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CAST ALUMINUM SCROLL WORK ORNAMENTATION WELDED TO FLOWER BASKET ARM ASSEMBLY
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IP 66 RATED OPTICAL CHAMBER
( (
REVISED 04-01-20
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WASHINGTON 22" 18" DIAMETER ( WRAP BASE WRAP BASE CAST IRON PER A.S.T.M. A 48-83 CLASS 30 - CLASSIC BLACK PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON - ACROLON CLASSIC BLACK LOCATED IN THE BASE TO COINCIDE WITH HANDHOLE IN STEEL SHAFT, SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS
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CAST BASE SPECIFICATIONS
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STYLE: HEIGHT: BASE: MATERIAL: FINISH: ACCESS DOOR:
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NO SCALE
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%%U15' POLE-DECO WRAP BASE
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CITY OF CARMEL STANDARDS
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15' LIGHT POLE DECO WRAP BASE
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STANDARD DRAWING 10-42C
REVISED 4-5-17
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OF ACCESS DOOR, RECEPTACLE, & HAND HOLE
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SECTION A-A
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OF EYE BOLTS
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OF EYE BOLTS
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12 FLAT FLUTE 11 GAUGE STEEL N.T.S.
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OF FLOWER POT BRACKET
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AND RECEPTACLE
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7 1/2" O.D. OF EXISTING STEEL SHAFT
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(4) 1 " X 2" SLOT 1 " X 2" SLOT 14" X 2" SLOT TO ACCOMMODATE A 34" DIA. ANCHOR BOLT
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12" DIA. BOLT CIRCLE
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HOT DIP ANCHOR BOLTS (FULLY GALVANIZED)
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HOT BORE I.D.OF BASE AND CAULK TO ENSURE A CLOSE FIT. CALKING TO BE DONE IN FIELD BY CONTRACTOR
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GROUND LUG (BY OTHERS)
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4" X 16" HAND HOLE
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316" CONTINUOUS WELD (2 PLACES)
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CITY OF CARMEL STANDARDS
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MISCELLANEOUS 15' LIGHT POLE DETAILS
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STANDARD DRAWING 10-42D
REVISED 04-01-20
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NO SCALE
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%%U30' POLE BASE DETAIL
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CITY OF CARMEL STANDARDS
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30' LIGHT POLE FOUNDATION DETAIL
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STANDARD DRAWING 10-43A
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HANDHOLE
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BASE COVER
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CONC. BASE WITH 1" CHAMFER: PROVIDE VERY HIGH QUALITY SMOOTH FINISH
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POLE
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MOUNTING BOLTS AND LAYOUT PER MANUFACTURERS TEMPLATE
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GROUT BASE
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CONDUIT AS NECESSARY WITH PULL STRING AT OWNERS DIRECTION AND WHERE APPLICABLE. MINIMUM OF THREE ELBOWS IN FOUNDATION REQUIRED.
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GROUND ROD
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PROVIDE 4-#6 VERTICAL BARS, PROVIDE #3 TIES AT 3" O.C. AT TOP, REMAINDER #3 TIES AT 12" O.C.
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#6 AWG GROUND WIRE
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*TOP OF FOUNDATION TOP OF FOUNDATION ELEVATION SHALL BE FLUSH WITH PROPOSED FINISH PLAN GRADE OR AS DIRECTED BY ENGINEER.
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HARDSCAPE
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TURF/MULCH
REVISED 04-01-20
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LAMP POST SPECIFICATIONS
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A
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31'-3 1/2" TO THE PHOTOMETRIC CENTER
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5" O.D. (MAX) TENON PLATE
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GFCI RECEPTACLE WITH WEATHER PROOF COVER (NOT WEATHER PROOF WHILE IN USE)
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A
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LUMINAIRE SPECIFICATIONS
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CROSS ARM SPECIFICATIONS
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A
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A
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3/8-16 EYEBOLT WITH 1" I.D. EYE
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STYLE: WASHINGTON STEEL WASHINGTON STEEL HEIGHT: 30'-0" 30'-0" PHOTOMETRIC CENTER: 31'-3 3/4" 31'-3 3/4" BASE: 24" DIAMETER WRAP BASE 24" DIAMETER WRAP BASE MATERIAL: SHAFT: 7 GAUGE, 12 FLAT FLUTE, STEEL MONOTUBE CONSTRUCTION 7 GAUGE, 12 FLAT FLUTE, STEEL MONOTUBE CONSTRUCTION BASE: 2 PIECE (WRAP AROUND) CAST IRON PER A.S.T.M. A48-83 CLASS 30 2 PIECE (WRAP AROUND) CAST IRON PER A.S.T.M. A48-83 CLASS 30 FINISH: PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK ACCESS DOOR: LOCATED IN BASE, TO COINCIDE WITH HAND HOLE IN STEEL SHAFT, LOCATED IN BASE, TO COINCIDE WITH HAND HOLE IN STEEL SHAFT, SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS TENON: 2 7/8" DIA. X 6" HIGH (TO ACCEPT CROSS ARM) 2 7/8" DIA. X 6" HIGH (TO ACCEPT CROSS ARM) CATALOG NO: SHAFT: SSH2F-G17-07.60-30.00-TN2.88/6.00-GFWN-(2)EB-CB SSH2F-G17-07.60-30.00-TN2.88/6.00-GFWN-(2)EB-CB BASE: IWBSH-24-CBIWBSH-24-CB
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STYLE: COLUMBIA WITH EDGEWATER FINIAL COLUMBIA WITH EDGEWATER FINIAL HEIGHT: 22 1/2" 22 1/2" WIDTH: 32" DIAMETER 32" DIAMETER MATERIAL: CAST ALUMINUM ALLOY ANSI 356, PER A.S.T.M. B26-95 CAST ALUMINUM ALLOY ANSI 356, PER A.S.T.M. B26-95 FINISH: POWDER COAT - RIVER TEXTURE GLOSS BLACK POWDER COAT - RIVER TEXTURE GLOSS BLACK LAMPING: 185 WATT LED 185 WATT LED VOLTAGE: ELECTRONIC WIRED AT 120-277 VOLTS ELECTRONIC WIRED AT 120-277 VOLTS NUM. OF BOARDS: 2 2 DISTRIBUTION: TYPE II (ASYMMETRIC DISTRIBUTION) TYPE II (ASYMMETRIC DISTRIBUTION) OPTICS: CROSSFIRE REFRACTIVE CROSSFIRE REFRACTIVE GLOBE: FLAT TEMPERED GLASSFLAT TEMPERED GLASS
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STYLE: NORTHAMPTON NORTHAMPTON HEIGHT: 3'-6" 3'-6" WIDTH: 8'-0" FROM OF POST TO OF LUMINAIRE 8'-0" FROM OF POST TO OF LUMINAIRE MATERIAL: 2" SCH. 40 STEEL PIPE WITH CAST DUCTILE IRON ORNAMENTATION 2" SCH. 40 STEEL PIPE WITH CAST DUCTILE IRON ORNAMENTATION FINISH: PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK TENON: 2" NPT PIPE NIPPLE 2" NPT PIPE NIPPLE CATALOG NO.: DARNRT-1S-96-42-CBDARNRT-1S-96-42-CB
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CITY OF CARMEL STANDARDS
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30' LIGHT POLE DETAIL
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STANDARD DRAWING 10-43B
((
REVISED 04-01-20
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NO SCALE
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%%U30' POLE-DECO WRAP BASE
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CAST BASE SPECIFICATIONS
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Style: Washington Washington HEIGHT: 28" 28" BASE: 24" DIAMETER ( WRAP BASE 24" DIAMETER ( WRAP BASE WRAP BASE MATERIAL: ( CAST IRON PER A.S.T.M. A 48-83 CLASS 30 - CLASSIC BLACK CAST IRON PER A.S.T.M. A 48-83 CLASS 30 - CLASSIC BLACK FINISH: PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON - ACROLON CLASSIC BLACK PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON - ACROLON CLASSIC BLACK ACCESS DOOR: LOCATED IN BASE TO COINCIDE WITH HANDHOLE IN STEEL SHAFT, SECURED WITH TAMPER LOCATED IN BASE TO COINCIDE WITH HANDHOLE IN STEEL SHAFT, SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS
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CITY OF CARMEL STANDARDS
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30' LIGHT POLE DECO WRAP BASE
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STANDARD DRAWING 10-43C
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OF ACCESS DOOR, RECEPTACLE, & HAND HOLE
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SECTION A-A
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N.T.S.
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7 1/2" O.D. OF EXISTING STEEL SHAFT
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OF EYE BOLTS
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EXISTING 7 GAUGE STEEL SHAFT 12 FLAT FLUTE
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OF EYE BOLTS
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CITY OF CARMEL STANDARDS
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MISCELLANEOUS 30' LIGHT POLE DETAILS
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STANDARD DRAWING 10-43D
REVISED 04-01-20
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MULTI USE PATH
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POLYETHYLENE IDENTIFICATION TAPE
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DIRECTLY OVER CONDUIT
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(SEE NOTE 2)
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4" %%C INNERDUCT WITH 3 x 1.25" INNERDUCTS
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(SEE NOTE 3)
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#10 COPPER WIRE
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NOTES:
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NO SCALE
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4" %%C OPEN CONDUIT
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CONDUIT/INNERDUCT DETAIL
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CITY OF CARMEL STANDARDS
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CONDUIT/INNER DUCT DETAIL CITY OF CARMEL
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STANDARD DRAWING 10-44
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1. 4" CONDUIT SHALL BE PVC SCHEDULE 40, UNLESS OTHERWISE APPROVED BY THE CITY OF CARMEL. 4" CONDUIT SHALL BE PVC SCHEDULE 40, UNLESS OTHERWISE APPROVED BY THE CITY OF CARMEL.FOR CONDUIT NOT INSTALLED IN TRENCHES, REFER TO SECTION 805 OF INDOT STANDARD SPECIFICATIONS. THE INNER DUCTS SHALL BE SPECIFICALLY DELINEATED WITH 3 CONTRASTING COLORS. 2. THE POLYETHYLENE IDENTIFICATION TAPE SHALL BE METALLIC AND HAVE A MINIMUM THICKNESS OF OF THE POLYETHYLENE IDENTIFICATION TAPE SHALL BE METALLIC AND HAVE A MINIMUM THICKNESS OF OF 4 MILS. THE TAPE SHALL READ "CAUTION BURIED FIBER OPTIC". TAPE SHALL BE PLACED DIRECTLY OVER PIPE AND 18" BELOW FINAL GRADE. 3. 10 GAUGE INSULATED SOLID COPPER LOCATING WIRE SHALL RUN THE LENGTH OF THE CONDUIT AND 10 GAUGE INSULATED SOLID COPPER LOCATING WIRE SHALL RUN THE LENGTH OF THE CONDUIT AND SHALL BE ATTACHED DIRECTLY TO THE OUTSIDE OF THE OPEN CONDUIT EVERY 10 FEET. THE LOCATING WIRE SHALL EXTEND INTO THE HANDHOLES WITH A MINIMUM OF 5 FEET OF COILED WIRE IN THE HANDHOLE FOR EACH DIRECTION AND SPLICED WITHIN THE HANDHOLE FOR LOCATING PURPOSES. 4. HANDHOLES SHALL BE PLACED AT LOCATIONS DESIGNATED BY THE CITY ENGINEER, BUT NO GREATER HANDHOLES SHALL BE PLACED AT LOCATIONS DESIGNATED BY THE CITY ENGINEER, BUT NO GREATER THAN 400 FEET APART 5. DEVELOPER SHALL SUBMIT SHOP DRAWINGS OF INNERDUCT AND HANDOLES FOR REVIEW AND APPROVAL. DEVELOPER SHALL SUBMIT SHOP DRAWINGS OF INNERDUCT AND HANDOLES FOR REVIEW AND APPROVAL. 6. NO. 8 STONE SHALL BE UTILIZED AS BACKFILL FOR ANY CONDUIT PLACED UNDER PAVEMENT NO. 8 STONE SHALL BE UTILIZED AS BACKFILL FOR ANY CONDUIT PLACED UNDER PAVEMENT CROSSINGS. 7. DESIGNER SHALL COORDINATE WITH CITY ENGINEER AND CARMEL COMMUNICATIONS TO DETERMINE ANY DESIGNER SHALL COORDINATE WITH CITY ENGINEER AND CARMEL COMMUNICATIONS TO DETERMINE ANY NECESSARY DEVIATIONS FROM THIS STANDARD.
3"2'-0"
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CITY OF CARMEL STANDARDS
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RAPID FLASHING BEACON
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STANDARD DRAWING 10-45
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W11-2 SIGN (36" X 36")
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CARMANAH MODEL R920-F OR APPROVED EQUAL
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CARMANAH RRFB
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W16-7 SIGN (24" X 12")
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R10-25 SIGN (9" X 12")
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CARMEL DECORATIVE POST (USE CARMEL 15' LIGHTPOLE -SEE DETAIL 10-42B)
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PEDESTRIAN PUSH BUTTON
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CARMEL DECORATIVE PEDESTAL BASE (SEE DETAIL 10-42C)
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GROUND BUSHING
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EXISTING GROUND
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2-W11-2 SIGN (36" X 36")
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2-CARMANAH RRFB
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2-W16-7 SIGN (24" X 12")
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R10-25 SIGN (9" X 12")
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PEDESTRIAN PUSH BUTTON
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GROUND BUSHING
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EXISTING GROUND
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Decorative Solar Flasher - Double Face shall include all fittings and materials to make a complete installation as shown on the plans.
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2" GAL. STEEL CONDUIT STUB (INCLUDED IN FOUNDATION TYPE A)
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2" GAL. STEEL CONDUIT STUB (INCLUDED IN FOUNDATION TYPE A)
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SIGNAL PEDESTAL FOUNDATION TYPE A (per INDOT Std Drawing E 805-SGCF-03)
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Decorative Solar Flasher - Single Face shall include all fittings and materials to make a complete installation as shown on the plans.
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2" GAL. STEEL CONDUIT STUB (INCLUDED IN FOUNDATION TYPE A)
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SIGNAL PEDESTAL FOUNDATION TYPE A (per INDOT Std Drawing E 805-SGCF-03)
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CARMANAH MODEL R920-F OR APPROVED EQUAL
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CARMEL DECORATIVE POST (USE CARMEL 15' LIGHTPOLE -SEE DETAIL 10-42B)
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CARMEL DECORATIVE PEDESTAL BASE (SEE DETAIL 10-42C)
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NOT TO SCALE
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DECORATIVE SOLAR FLASHER-SINGLE FACE
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DECORATIVE SOLAR FLASHER-DOUBLE FACE
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PEDESTRIAN ISLAND OPENING
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NO SCALE
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Note:Coordinate with City of Carmel for use Coordinate with City of Carmel for use of hard-wire or solar rapid flashing beacons.
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CITY OF CARMEL STANDARDS
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TREE PLANTING DETAIL - DECIDUOUS TREE
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STANDARD DRAWING 10-46
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CITY OF CARMEL STANDARDS
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TREE PLANTING DETAIL - CONIFEROUS TREE
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STANDARD DRAWING 10-47
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CITY OF CARMEL STANDARDS
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SHRUB PLANTING DETAIL
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STANDARD DRAWING 10-48
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CITY OF CARMEL STANDARDS
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STANDARD DRAWING 10-49
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STANDARD ROUNDABOUT DESIGN - GENERAL NOTES
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%%uGENERAL NOTES%%U
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1. The truck aprons shall be per City of Carmel Standard Drawing 10-25A 2. Any landscaping or objects located within the center island shall be approved by the Department of Engineering. If no landscaping is proposed in the center island, fill should be placed at a 6:1 slope in order to provide a sight obstruction mound (see truck apron detail). 3. All signage and pavement markings are subject to approval by the Department of Engineering. 4. No drainage structures shall be located within circumference of inscribed circle. 5. All other appropriate City of Carmel Standards apply. 6. All roundabout designs must be approved by the Department of Engineering. 7. The design vehicle shall be the AASHTO WB-50 for Single and Multi-Lane Roundabouts. The roundabouts should be checked using the WB-65 to ensure no adverse impacts. 8. All roundabout projects designed within the City of Carmel shall submit electronic CAD files to the City of Carmel Department of Engineering. The electronic submission shall include at a minimum: a. All sheet files in the current AutoCAD (.dwg) format b. All base files in the current AutoCAD (.dwg) format c. All sheet files in the .PDF format d. As-built drawings in the .PDF format
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CITY OF CARMEL STANDARDS
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STANDARD DRAWING 10-50
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STANDARD ROUNDABOUT DESIGN - MISCELLANEOUS DETAILS
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%%uCONCRETE TRUCK APRON DETAIL%%U
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FULL-DEPTH HMA PAVEMENT
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TRUCK APRON
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CITY OF CARMEL STANDARD ROUNDABOUT TRUCK APRON DETAIL (STD. DWG. 10-25A)
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MODIFIED ROLL CURB (STD. DWG. 10-25C)
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CITY OF CARMEL STANDARD BARRIER CURB AT TRUCK APRON (STD. DWG. 10-25D)
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NO SCALE
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6:1 MAX.
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2.0%%%
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%%UNOTES:
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1. EACH ROUNDABOUT TRAFFIC ARROW PAVEMENT MARKING SHALL BE CENTERED IN THE TRAVEL LANE. EACH ROUNDABOUT TRAFFIC ARROW PAVEMENT MARKING SHALL BE CENTERED IN THE TRAVEL LANE. 2. THE GRID LINES ARE 4" APART. THE GRID LINES ARE 4" APART. 3. REFER TO INDOT STANDARD DRAWING E-808-MKPM-01 FOR TRAFFIC ARROW QUANTITIES. REFER TO INDOT STANDARD DRAWING E-808-MKPM-01 FOR TRAFFIC ARROW QUANTITIES.
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%%UFISHHOOK LANE INDICATION ARROW DETAIL
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NO SCALE
YIELD
MPH15
Main St
Main St
ONE WAY
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CITY OF CARMEL STANDARDS
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STANDARD DRAWING 10-51
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STANDARD ROUNDABOUT DESIGN - SINGLE LANE DETAILS
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R1-2 (36"x36"x36")
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R4-7 (24"x30")
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W11-2 (30"x30") W16-7P (24"x12")
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W11-2 (30"x30") W16-7P (24"x12")
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R6-1 (36"x12")
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LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.
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LINE, SOLID, WHITE, 6 IN.
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WHITE, 3 FT. YIELD LINE (SEE DETAIL - THIS SHEET)
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%%UNOTES:
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TRANSVERSE MARKING, CROSSWALK LINE, WHITE, 24 IN.
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W2-6 (30"x30") W16-8P (Varies x 8") W13-1P (18"x18")
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1. ALL SIGNAGE AND PAVEMENT MARKINGS SHOWN SHALL BE USED AS MINIMUMS AND ARE SUBJECT TO APPROVAL BY THE DEPARTMENT OF ENGINEERING. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IF PAVEMENT MATERIAL IS ASPHALT OR MULTI-COMPONENT IF PAVEMENT MATERIAL IS CONCRETE.
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CITY OF CARMEL STANDARD CURB AND GUTTER CONCRETE TYPE II (STD. DWG. 10-14)
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CITY OF CARMEL STANDARD STRAIGHT CONCRETE CURB (STD. DWG. 10-16)
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CONDUIT (TYP.) 1 X 4-IN. PVC, SCHEDULE 80 1 X 4-IN. PVC, SCHEDULE 80 WITH 3 X 1.25-IN. INNERDUCTS (STD. DWG. 10-44)
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CONDUIT TO BE COORDINATED WITH CITY OF CARMEL
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LINE, DOTTED, WHITE, 8-IN., 2-FT. LINE, 2-FT. GAP
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CITY OF CARMEL STANDARD CUSTOM STREET SIGN POST (STD. DWG. 10-11A & 10-11B)
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CITY OF CARMEL STANDARD ROLL CURB FOR TRUCK APRON (STD. DWG. 10-25C)
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CITY OF CARMEL STANDARD TRUCK APRON (STD. DWG. 10-25A)
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CENTER CURB, TYPE D W/ RPM'S (YELLOW) (STD. DWG. 10-38)
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YIELD LINE DETAIL
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NOT TO SCALE
MPH15
Main St
YIELD
YIELD
Main St
ONE WAY
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CITY OF CARMEL STANDARDS
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STANDARD DRAWING 10-52
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STANDARD ROUNDABOUT DESIGN - MULTI-LANE DETAILS
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LINE, DOTTED, WHITE, 6-IN., 2-FT. LINE, 4-FT. GAP
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LINE, SOLID, WHITE, 6 IN.
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LINE, SOLID, WHITE, 6 IN.
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"FISHHOOK" LANE INDICATION ARROW (STD. DWG. 10-50)
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LANE INDICATION ARROW
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R3-8 (Varies x 30")
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LINE, DOTTED, WHITE, 8-IN., 2-FT. LINE, 2-FT. GAP
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CENTER CURB, TYPE D W/ RPM'S (YELLOW) (STD. DWG. 10-38)
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CONDUIT TO BE COORDINATED WITH CITY OF CARMEL
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YIELD LINE DETAIL
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NOT TO SCALE
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W2-6 (30"x30") W16-8P (Varies x 8") W13-1P (18"x18")
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W11-2 (30"x30") W16-7P (24"x12")
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R1-2 (36"x36"x36")
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R1-2 (36"x36"x36")
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CITY OF CARMEL STANDARD ROLL CURB FOR TRUCK APRON (STD. DWG. 10-25C)
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CITY OF CARMEL STANDARD TRUCK APRON (STD. DWG. 10-25A)
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CONDUIT (TYP.) 1 X 4-IN. PVC, SCHEDULE 80 1 X 4-IN. PVC, SCHEDULE 80 WITH 3 X 1.25-IN. INNERDUCTS (STD. DWG. 10-44)
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TRANSVERSE MARKING, CROSSWALK LINE, WHITE, 24 IN.
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CITY OF CARMEL STANDARD CUSTOM STREET SIGN POST (STD. DWG. 10-11A & 10-11B)
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LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.
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CITY OF CARMEL STANDARD CURB AND GUTTER CONCRETE TYPE II (STD. DWG. 10-14)
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R6-1 (36"x12")
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CITY OF CARMEL STANDARD STRAIGHT CONCRETE CURB (STD. DWG. 10-16)
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WHITE, 3 FT. YIELD LINE (SEE DETAIL - THIS SHEET)
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R4-7 (24"x30")
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W11-2 (30"x30") W16-7P (24"x12")
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LINE, SOLID, WHITE, 6 IN.
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LINE, BROKEN, WHITE, 4 IN.
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%%UNOTES:
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1. ALL SIGNAGE AND PAVEMENT MARKINGS SHOWN SHALL BE USED AS MINIMUMS AND ARE SUBJECT TO APPROVAL BY THE DEPARTMENT OF ENGINEERING. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IF PAVEMENT MATERIAL IS ASPHALT OR MULTI-COMPONENT IF PAVEMENT MATERIAL IS CONCRETE.
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CITY OF CARMEL STANDARDS
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STANDARD ROUNDABOUT DESIGN - ROUNDABOUT LIGHTING
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STANDARD DRAWING 10-53
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NOT TO SCALE
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%%uNotes:%%U
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LUMINAIRE
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1. LIGHT POLES SHALL BE A 30' POLE WITH 8' MAST ARM. SEE LIGHT POLES SHALL BE A 30' POLE WITH 8' MAST ARM. SEE CITY OF CARMEL STANDARD DRAWING 10-43A-D 2. DO NOT "BACKLIGHT" PEDESTRIANS. PLACE POLES DO NOT "BACKLIGHT" PEDESTRIANS. PLACE POLES APPROXIMATELY 20' IN ADVANCE OF CROSSWALKS. 3. ADDITIONAL POLES SHOULD BE PROVIDED AS REQUIRED TO ADDITIONAL POLES SHOULD BE PROVIDED AS REQUIRED TO MEET APPROPRIATE PHOTOMETRIC RESULTS FOR COMPLEX ROUNDABOUTS. 4. AVOID PLACING POLES IN THE RADIUS BETWEEN THE ENTRY & AVOID PLACING POLES IN THE RADIUS BETWEEN THE ENTRY & EXIT. 5. LIGHTING DESIGN FOR ALL ROUNDABOUTS SHALL BE CHECKED LIGHTING DESIGN FOR ALL ROUNDABOUTS SHALL BE CHECKED FOR CONFORMANCE WITH IES DESIGN GUIDE, IES DG-19-08, AND COORDINATE WITH CITY OF CARMEL.
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LUMINAIRE