No. - Lexington, Kentucky

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENTSTANDARD DRAWINGS 2017TABLE OF CONTENTSDrawing TitleDrawing No.Manholes-Storm Drainage:100Storm Sewer Manhole Type "A" - Circular Walls101Storm Sewer Manhole Type "B" - Non-Circular Walls102Storm Sewer Manhole Details103Manhole Frames, Covers and Steps104Storm Sewer Manhole Circular Slabs 4'-0" and 5'-0" Diameter105Storm Sewer Manhole Circular Slabs 6'-0" Diameter106Storm Sewer Manhole Circular Slabs 7'-0" Diameter107Storm Sewer Manhole Circular Slabs 8'-0" Diameter108Reinforcement Detail 5' Non-Circular M.H. Less Than 10' Depth, 8" Walls, 10" Slab109Reinforcement Detail 5' Non-Circular M.H. 7'-6" to 20' Depth, 8" Walls, 12" Slab110Reinforcement Detail 6' Non-Circular M.H. Less Than 10' Depth, 8" Walls, 10" Slab111Reinforcement Detail 6' Non-Circular M.H. 8' to 15' Depth, 8" Walls, 12" Slab112Reinforcement Detail 6' Non-Circular M.H. 15' to 20' Depth, 10" Walls, 12" Slab113Reinforcement Detail 7' Non-Circular M.H. Less Than 10' Depth, 8" Walls, 10" Slab114Reinforcement Detail 7' Non-Circular M.H. 8' to 10' Depth, 8" Walls, 12" Slab115Reinforcement Detail 7' Non-Circular M.H. 10' to 20' Depth, 10" Walls, 12" Slab116-119(Future)Surface Inlets & Catch Basins:120Surface Inlet Type "A"121Surface Inlet Type "B"122-1Curb Box Inlet Type "A" 4' x 4' Box 15" - 18" Pipes122-2Curb Box Inlet Type "A" 4' x 4' Box 15" - 18" Pipes123-1Curb Box Inlet Type "B" 5' x 5' Box 15" - 24" Pipes123-2Curb Box Inlet Type "B" 5' x 5' Box 15" - 24" Pipes124-1Curb Box Inlet Type "C" 4' x 3' Box Single Pipe 15" or Less124-2Curb Box Inlet Type "C" 4' x 3' Box Single Pipe 15" or Less125Curb Box Inlet Type "D"126Spring Box Inlet Type "A"127Spring Box Inlet Type "B"LEXINGTON - FAYETTE URBANCOUNTY GOVERNMENT1STANDARD DRAWINGS 2017TABLE OF CONTENTS

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENTSTANDARD DRAWINGS 2017TABLE OF CONTENTSDrawing TitleDrawing No.128Security Devices for Frames and Grates129(Future)Channels & Ditches:130-1Aggregate Channel Lining130-2Aggregate Channel Lining131Mattress Channel Lining132Paved Ditch133-139(Future)Roadway Drainage:140-149(Future)Headwalls:150Straight Headwalls151ELL Headwalls152U-Type Headwalls153Pipe Culvert Headwalls 0 Skew 15" - 27" Circular Pipe154-1Pipe Culvert Headwalls 0 Skew 30" - 108" Pipe154-2Dimensions and Quantities 30" - 108" Headwalls Circular Pipe 0 Skew154-3Bill of Reinforcement 30" - 90" Diameter Circular Pipe Headwalls 0 Skew154-4Bill of Reinforcement 96" - 108" Diameter Circular Pipe Headwalls 0 Skew15818" - 24" Double & Triple Pipe Culvert Headwalls at 0 Skew159-1Double and Triple Pipe Culvert Headwalls 0 Skew159-2Dimensions and Quantities 30" - 48" Double and Triple Headwalls - Circular Pipe 0 Skew159-3Bill of Reinforcement 30" - 48" Double and Triple Headwalls - Circular Pipe 0 Skew162Sloped and Flared Box Inlet - Outlet 18" - 24" - 30" - 36" All Skews163Grates for Sloped and Flared Box Inlet - Outlet164Impact Stilling Basin 15" - 24" Pipes165Impact Stilling Basin 27" - 48" Pipes166-169(Future)Silt & Erosion Control:See Chapter 11 of LFUCG Stormwater Manual for Approved Design DetailsLEXINGTON - FAYETTE URBANCOUNTY GOVERNMENT2STANDARD DRAWINGS 2017TABLE OF CONTENTS

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENTSTANDARD DRAWINGS 2017TABLE OF CONTENTSDrawing TitleDrawing No.Retaining Structures:180Retaining Wall Gravity Type181-189(Future)Trenching:200Trenching, Laying, Backfilling and Bedding Outside R/W Limits201-1Trenching, Laying, Backfilling and Bedding Under Street Pavement201-2Trenching, Laying, Backfilling and Bedding Under Street Pavement Using Flowable Fill201-3Utility Trench Restoration Beneath Existing Paved Roads (Section View)201-4Utility Trench Restoration Beneath Existing Paved Roads (Plan View)204Sanitary Sewer Pipe: Types and Maximum Allowable Fill Heights206-209(Future)Manholes-Sanitary:210Typical Precast Concrete Shallow Manhole Pipes 24" and Larger211Typical Standard Precast Concrete Manhole Pipes Up To 24"212Typical Precast Concrete Drop Manhole Pipes Up To 36"213Standard Manhole Junction and Water Stop Details214Sewer Manhole Adjustment Grade Rings216Manhole Size Standards and General Notes for Deep Manholes217Deflection Angle Criteria for Sanitary Manholes220Standard Circular Manhole Frame and Cover222Standard Watertight Manhole Frame and Cover223-229(Future)Connections:230House Lateral for Greater than 6' Deep Sewer in Soil and Rock Excavation231House Lateral for Greater than 6' Deep Sewer in Soil232House Lateral for Shallow Sewer in Soil or Rock233Lateral Cleanout in Non-Paved Areas and Yards234Right-Of-Way Easement Lateral Cleanout in Non-Paved Areas and Yards240Sanitary Sewer Stream Crossing and Stream Bed Restoration Detail250Grease Interceptor Typical ConfigurationLEXINGTON - FAYETTE URBANCOUNTY GOVERNMENT3STANDARD DRAWINGS 2017TABLE OF CONTENTS

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENTSTANDARD DRAWINGS 2017TABLE OF CONTENTSDrawing TitleDrawing No.260Sewer Connection to Existing Concrete Manhole261-269(Future)Streets & Roads:300Typical Street Sections301Curb and Gutter302Integral Curb, Header Curb, Monolithic Curb and Sidewalk303Sidewalk Construction Specifications304Sidewalk Ramp Type 1305(Future)306(Future)307-1Residential Entrance Details307-2Commercial Entrance Details308Chain Link Fence 3' - 6'309Chain Link Fence 8' - 12'310Chain Link Gate311Plank Fence312Woven Wire Right-of-Way Fence Type 1313Woven Wire Right-of-Way Fence Type 2314Woven Wire Gates315Concrete Steps316Top Rail for Retaining Walls Handrail for Steps317County Road Typical Shoulder Sections (Minimum Requirements)318Edge Key319Typical Edge Key for Minimum Overlays, Short Projects, Low Speed320-1Perforated Pipe Subgrade Drainage Along Roadway320-2Perforated Pipe Subgrade Drainage For Raised Non-Paved Medians321Perforated Pipe for Subgrade Drainage322Perforated Pipe Underdrains323Public Improvement Sign324-330(Future)LEXINGTON - FAYETTE URBANCOUNTY GOVERNMENT4,.STANDARD DRAWINGS 2017TABLE OF CONTENTS

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