No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and...

101

Transcript of No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and...

Page 1: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:
Page 2: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

Drawing No. Drawing Title

100 Storm Sewer Manhole Type "A" - Circular Walls

101 Storm Sewer Manhole Type "B" - Non-Circular Walls

102 Storm Sewer Manhole Details

103 Manhole Frames, Covers and Steps

104 Storm Sewer Manhole Circular Slabs 4'-0" and 5'-0" Diameter

105 Storm Sewer Manhole Circular Slabs 6'-0" Diameter

106 Storm Sewer Manhole Circular Slabs 7'-0" Diameter

107 Storm Sewer Manhole Circular Slabs 8'-0" Diameter

108 Reinforcement Detail 5' Non-Circular M.H. Less Than 10' Depth, 8" Walls, 10" Slab

109 Reinforcement Detail 5' Non-Circular M.H. 7'-6" to 20' Depth, 8" Walls, 12" Slab

110 Reinforcement Detail 6' Non-Circular M.H. Less Than 10' Depth, 8" Walls, 10" Slab

111 Reinforcement Detail 6' Non-Circular M.H. 8' to 15' Depth, 8" Walls, 12" Slab

112 Reinforcement Detail 6' Non-Circular M.H. 15' to 20' Depth, 10" Walls, 12" Slab

113 Reinforcement Detail 7' Non-Circular M.H. Less Than 10' Depth, 8" Walls, 10" Slab

114 Reinforcement Detail 7' Non-Circular M.H. 8' to 10' Depth, 8" Walls, 12" Slab

115 Reinforcement Detail 7' Non-Circular M.H. 10' to 20' Depth, 10" Walls, 12" Slab

116-119 (Future)

120 Surface Inlet Type "A"

121 Surface Inlet Type "B"

122-1 Curb Box Inlet Type "A" 4' x 4' Box 15" - 18" Pipes

122-2 Curb Box Inlet Type "A" 4' x 4' Box 15" - 18" Pipes

123-1 Curb Box Inlet Type "B" 5' x 5' Box 15" - 24" Pipes

123-2 Curb Box Inlet Type "B" 5' x 5' Box 15" - 24" Pipes

124-1 Curb Box Inlet Type "C" 4' x 3' Box Single Pipe 15" or Less

124-2 Curb Box Inlet Type "C" 4' x 3' Box Single Pipe 15" or Less

125 Curb Box Inlet Type "D"

126 Spring Box Inlet Type "A"

127 Spring Box Inlet Type "B"

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT

STANDARD DRAWINGS 2017

Surface Inlets & Catch Basins:

Manholes-Storm Drainage:

TABLE OF CONTENTS

LEXINGTON - FAYETTE URBAN

COUNTY GOVERNMENT 1STANDARD DRAWINGS 2017

TABLE OF CONTENTS

Page 3: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

Drawing No. Drawing Title

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT

STANDARD DRAWINGS 2017

TABLE OF CONTENTS

128 Security Devices for Frames and Grates

129 (Future)

130-1 Aggregate Channel Lining

130-2 Aggregate Channel Lining

131 Mattress Channel Lining

132 Paved Ditch

133-139 (Future)

140-149 (Future)

150 Straight Headwalls

151 ELL Headwalls

152 U-Type Headwalls

153 Pipe Culvert Headwalls 0° Skew 15" - 27" Circular Pipe

154-1 Pipe Culvert Headwalls 0° Skew 30" - 108" Pipe

154-2 Dimensions and Quantities 30" - 108" Headwalls Circular Pipe 0° Skew

154-3 Bill of Reinforcement 30" - 90" Diameter Circular Pipe Headwalls 0° Skew

154-4 Bill of Reinforcement 96" - 108" Diameter Circular Pipe Headwalls 0° Skew

158 18" - 24" Double & Triple Pipe Culvert Headwalls at 0° Skew

159-1 Double and Triple Pipe Culvert Headwalls 0° Skew

159-2 Dimensions and Quantities 30" - 48" Double and Triple Headwalls - Circular Pipe 0° Skew

159-3 Bill of Reinforcement 30" - 48" Double and Triple Headwalls - Circular Pipe 0° Skew

162 Sloped and Flared Box Inlet - Outlet 18" - 24" - 30" - 36" All Skews

163 Grates for Sloped and Flared Box Inlet - Outlet

164 Impact Stilling Basin 15" - 24" Pipes

165 Impact Stilling Basin 27" - 48" Pipes

166-169 (Future)

See Chapter 11 of LFUCG Stormwater Manual for Approved Design Details

Roadway Drainage:

Headwalls:

Silt & Erosion Control:

Channels & Ditches:

LEXINGTON - FAYETTE URBAN

COUNTY GOVERNMENT 2STANDARD DRAWINGS 2017

TABLE OF CONTENTS

Page 4: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

Drawing No. Drawing Title

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT

STANDARD DRAWINGS 2017

TABLE OF CONTENTS

180 Retaining Wall Gravity Type

181-189 (Future)

200 Trenching, Laying, Backfilling and Bedding Outside R/W Limits

201-1 Trenching, Laying, Backfilling and Bedding Under Street Pavement

201-2 Trenching, Laying, Backfilling and Bedding Under Street Pavement Using Flowable Fill

201-3 Utility Trench Restoration Beneath Existing Paved Roads (Section View)

201-4 Utility Trench Restoration Beneath Existing Paved Roads (Plan View)

204 Sanitary Sewer Pipe: Types and Maximum Allowable Fill Heights

206-209 (Future)

210 Typical Precast Concrete Shallow Manhole Pipes 24" and Larger

211 Typical Standard Precast Concrete Manhole Pipes Up To 24"

212 Typical Precast Concrete Drop Manhole Pipes Up To 36"

213 Standard Manhole Junction and Water Stop Details

214 Sewer Manhole Adjustment Grade Rings

216 Manhole Size Standards and General Notes for Deep Manholes

217 Deflection Angle Criteria for Sanitary Manholes

220 Standard Circular Manhole Frame and Cover

222 Standard Watertight Manhole Frame and Cover

223-229 (Future)

230 House Lateral for Greater than 6' Deep Sewer in Soil and Rock Excavation

231 House Lateral for Greater than 6' Deep Sewer in Soil

232 House Lateral for Shallow Sewer in Soil or Rock

233 Lateral Cleanout in Non-Paved Areas and Yards

234 Right-Of-Way Easement Lateral Cleanout in Non-Paved Areas and Yards

240 Sanitary Sewer Stream Crossing and Stream Bed Restoration Detail

250 Grease Interceptor Typical Configuration

Connections:

Manholes-Sanitary:

Trenching:

Retaining Structures:

LEXINGTON - FAYETTE URBAN

COUNTY GOVERNMENT 3STANDARD DRAWINGS 2017

TABLE OF CONTENTS

Page 5: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

Drawing No. Drawing Title

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT

STANDARD DRAWINGS 2017

TABLE OF CONTENTS

260 Sewer Connection to Existing Concrete Manhole

261-269 (Future)

300 Typical Street Sections

301 Curb and Gutter

302 Integral Curb, Header Curb, Monolithic Curb and Sidewalk

303 Sidewalk Construction Specifications

304 Sidewalk Ramp Type 1

305

306

307-1 Residential Entrance Details

307-2 Commercial Entrance Details

308 Chain Link Fence 3' - 6'

309 Chain Link Fence 8' - 12'

310 Chain Link Gate

311 Plank Fence

312 Woven Wire Right-of-Way Fence Type 1

313 Woven Wire Right-of-Way Fence Type 2

314 Woven Wire Gates

315 Concrete Steps

316 Top Rail for Retaining Walls Handrail for Steps

317 County Road Typical Shoulder Sections (Minimum Requirements)

318 Edge Key

319 Typical Edge Key for Minimum Overlays, Short Projects, Low Speed ,.

320-1 Perforated Pipe Subgrade Drainage Along Roadway

320-2 Perforated Pipe Subgrade Drainage For Raised Non-Paved Medians

321 Perforated Pipe for Subgrade Drainage

322 Perforated Pipe Underdrains

323 Public Improvement Sign

324-330 (Future)

Streets & Roads:

LEXINGTON - FAYETTE URBAN

COUNTY GOVERNMENT 4STANDARD DRAWINGS 2017

TABLE OF CONTENTS

(Future)

(Future)

Page 6: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD100.dwg, 9/19/2017 1:38:12 PM, AutoCAD PDF (Web and Mobile).pc3

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L"
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L"
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L"
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SUM OF
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PARTIAL
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ANGLES
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DEFLECTION
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ANGLE
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ANGLE Z"
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ANGLE Y"
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PIPE
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SIZE
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15"
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18"
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24"
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27"
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30"
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36"
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42"
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60"
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P. ANGLE
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P. ANGLE
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P. ANGLE
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P. ANGLE
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L. DIST.
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L. DIST.
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L. DIST.
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L. DIST.
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MANHOLE SIZE
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4'-0"
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5'-0"
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6'-0"
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7'-0"
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38%%D
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43%%D
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53%%D
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1'-10"
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1'-9"
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1'-7"
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30%%D
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34%%D
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41%%D
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45%%D
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49%%D
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54%%D
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2'-4"
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2'-4"
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2'-0"
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1'-10"
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28%%D
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34%%D
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37%%D
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40%%D
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44%%D
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47%%D
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55%%D
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2'-11"
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2'-10"
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2'-9"
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2'-8"
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2'-7"
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29%%D
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37%%D
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40%%D
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46%%D
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52%%D
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3'-5"
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3'-3"
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2'-9"
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1'-10"
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8'-0"
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P. ANGLE
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L. DIST.
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%%UNOTES:
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III
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II
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BASE SECTION OF CIRCULAR MANHOLES MAY BE CAST-IN-PLACE CONCRETE,
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OR CUSTOM PRECAST CONCRETE WITH OPENINGS FOR PIPE.
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2.
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THE ANGLE BETWEEN ANY TWO PIPES (e.g. ANGLE Y" OR Z") MUST BE
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GREATER THAN THE SUM OF THE PARTIAL ANGLES FROM TABLE FOR THE
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MANHOLE SIZE SELECTED. FOR SMALLER ANGLES BETWEEN PIPES, LARGE
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MANHOLES MUST BE SELECTED. (SEE EXAMPLE BELOW)
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THE MAXIMUM DEFLECTION ANGLE BETWEEN ANY INCOMING PIPE AND THE
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DISCHARGE PIPE SHALL BE NO MORE THAN 90%%D FOR PIPES UP TO 24"
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IN DIAMETER. THE MAXIMUM DEFLECTION ANGLE FOR 27" TO 42" PIPES
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SHALL BE 75%%D AND FOR PIPES LARGER THAN 42" THE MAXIMUM DEFLECTION
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ANGLE SHALL BE 60%%D.
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2.
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%%UGENERAL NOTES:
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ALL DIMENSIONS ARE BASED ON SIZE OF
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LARGEST PIPE IN MANHOLE.
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MANHOLES FOR PIPE LARGER THAN 60"
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SHALL BE SPECIALLY DESIGNED.
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IN CASES WHERE DEFLECTION ANGLES
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EXCEED MAXIMUM SHOWN IN TABLES,
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MANHOLE SHALL BE INCREASED IN
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SIZE OR SPECIALLY DESIGNED.
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BOTTOM SLAB OF MANHOLES SHALL
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BE SPECIALLY DESIGNED WITH REGARD
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TO AREA, THICKNESS, AND REINFORCING
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IN SITUATIONS WHERE HIGH WATER TABLE
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OR UNSTABLE SOIL CONDITIONS EXIST.
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MANHOLE BENCH SHALL SLOPE AT LEAST
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1" PER FT. FROM WALLS TO CHANNELS AND
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SHALL HAVE SMOOTH FLOAT AND BRUSH FINISH.
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ELEVATIONS OF PIPES IN MANHOLES SHALL
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BE SUCH THAT THE TOP OF ALL INFLUENT
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PIPES WILL BE AT AN ELEVATION EQUAL TO
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OR GREATER THAN THE TOP OF THE EFFLUENT
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PIPE.
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TABLE
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OF
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MINIMUM PARTIAL ANGLE
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%%UTYPE A" MANHOLE - CIRCULAR WALLS
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%%UCAST-IN-PLACE OR PRECAST CONCRETE
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I
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I
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100
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STORM SEWER
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MANHOLE TYPE A"-
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CIRCULAR WALLS
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INSIDE WALL
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1' MIN.
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36"
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30"
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18"
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105%%D
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70%%D
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%%UEXAMPLE FOR MANHOLE SIZE SELECTION:
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63%%D
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59%%D
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67%%D
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19%%D
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21%%D
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25%%D
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28%%D
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30%%D
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37%%D
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34%%D
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39%%D
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44%%D
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50%%D
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56%%D
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3'-11"
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3'-11"
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3'-10"
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3'-9"
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3'-8"
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3'-8"
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3'-5"
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3'-2"
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2'-11"
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2'-8"
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%%UCIRCULAR MANHOLE NOTES:
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PRECAST CONCRETE MANHOLE BARREL SHALL BE ASTM C-478, CLASS
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PIPE TO 12' DEPTH AND C-76 CLASS GREATER THAN 12' DEPTH.
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3. BASE SECTIONS MAY BE SIMILAR TO SANITARY SEWER MANHOLE.
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4. PROVIDE STEPS WITHIN 18" OF BENCH.
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FOR MANHOLE SHOWN ABOVE, THE ANGLE BETWEEN 18" AND 30" PIPE IS 70%%D
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AND THE ANGLE BETWEEN 30" AND 36" PIPE IS 110%%D. THE TABLE INDICATES
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THAT FOR A 6'-0" DIAMETER MANHOLE THE MINIMUM PARTIAL ANGLE FOR AN 18"
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PIPE IS 28%%D AND FOR A 30" PIPE IS 40%%D. THE SUM OF THE PARTIAL ANGLES
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IS 68%%D THIS SUM IS LESS THAN THE 70%%D. THEREFORE, A 6'-0" MANHOLE
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DIAMETER IS ACCEPTABLE.
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INFLUENT PIPES MAY ENTER MANHOLES AT AN
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ELEVATION ABOVE THE CHANNELS AS REQUIRED
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TO AVOID CONFLICT WITH LARGER PIPES IN THE
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MANHOLE.
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POLYPROPYLENE PLASTIC
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COATED STEPS. SEE
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STD. DWG. 103
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 7: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD101.dwg, 9/19/2017 1:39:25 PM, AutoCAD PDF (Web and Mobile).pc3

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8"*
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A"
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8"*
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DEFL. ANGLE
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DEFL. ANGLE
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CONCRETE WALLS
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DEFL.
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ANGLE
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8"*
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A"
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8"*
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12"
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8"*
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8"*
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DEFL. ANGLE
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DEFL.
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ANGLE
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CONCRETE WALLS
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8"*
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8"*
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DEFL. ANGLE
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0%%D-22%%D DEFLECTION ANGLE
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GREATER THAN 68%%D DEFLECTION ANGLE
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22%%D-50%%D DEFLECTION ANGLE
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50%%D-90%%D DEFLECTION ANGLE
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CONCRETE WALLS
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ALL DIMENSIONS ARE BASED ON SIZE OF
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LARGEST PIPE IN MANHOLE.
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MANHOLES FOR PIPE LARGER THAN 60"
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SHALL BE SPECIALLY DESIGNED.
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BOTTOM SLAB OF MANHOLES SHALL
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BE SPECIALLY DESIGNED WITH REGARD
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TO AREA, THICKNESS, AND REINFORCING
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IN SITUATIONS WHERE HIGH WATER TABLE
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OR UNSTABLE SOIL CONDITIONS EXIST.
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MANHOLE BENCH SHALL SLOPE AT LEAST
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1" PER FT. FROM WALLS TO CHANNELS AND
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SHALL HAVE SMOOTH FLOAT AND BRUSH FINISH.
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15"-42"
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MAXIMUM
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DEFL. ANGLE
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15"-33"
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36"
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42"
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48"
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60"
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5'-0"
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5'-0"
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90%%D
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90%%D
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UP TO 10'
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DEPTH TO
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10' TO 15'
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10"
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10"
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8"
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PIPES SHALL ENTER MANHOLE WALLS, NOT
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CORNERS. ALLOW 2" MINIMUM TO INSIDE
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* WALL THICKNESS FOR
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MANHOLES
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STORM SEWER
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MANHOLE TYPE B"-
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NON-CIRCULAR WALLS
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ALTERNATE-22%%D-50%%D
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ALTERNATE-50%%D-68%%D
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INFLUENT PIPES MAY ENTER MANHOLES AT AN
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ELEVATION ABOVE THE CHANNELS AS REQUIRED
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TO AVOID CONFLICT WITH LARGER PIPES IN THE
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MANHOLE.
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CONCRETE WALLS
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FOR REINFORCING
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SEE STD. DWGS.
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108 - 115
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101
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TYPICAL SMALLER
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PIPE ABOVE CHANNEL
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OF MANHOLE
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POLYPROPYLENE PLASTIC
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COATED STEPS. SEE STD.
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DWG NO. 103
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%%UTYPE B" MANHOLE - NON-CIRCULAR WALLS, CAST-IN-PLACE CONCRETE
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9.
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10.
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%%UTYPE B" MANHOLE FOR
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%%UDEFLECTION ANGLES BETWEEN 22%%D & 90%%D
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8"*
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8"*
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8"*
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8"*
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8"*
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C"
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THE TOP OF ALL INFLUENT PIPES WILL BE AT
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AN ELEVATION EQUAL TO THE TOP OF THE
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EFFLUENT PIPE.
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"
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"
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"
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"
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"
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8"*
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A"
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8"*
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"
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"
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"
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"
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"
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"
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"
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"
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"
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"
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"
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"
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"
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"
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"
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%%UNOTES:
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THE MAXIMUM DEFLECTION ANGLE BETWEEN ANY
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INCOMING PIPE AND OUT GOING PIPE SHALL BE NO
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MORE THAN 90%%D FOR PIPES UP TO 24" IN DIAMETER.
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THE MAXIMUM DEFLECTION ANGLE FOR 27" TO 42"
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PIPES SHALL BE 75%%D AND FOR PIPES LARGER THAN
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42" THE MAX. DEFLECTION ANGLE SHALL BE 60%%D.
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DEFL.
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ANGLE
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/
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1
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2
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DEFL. ANGLE
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/
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1
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2
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/
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1
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2
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1
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2
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CONCRETE WALLS
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FOR REINFORCING
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SEE STD. DWGS.
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108 - 115
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POLYPROPYLENE PLASTIC
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COATED STEPS. SEE STD.
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DWG 103.
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60%%D
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60%%D
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60%%D
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75%%D
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75%%D
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FOR REINFORCING SEE STD. DWGS. 108 - 115.
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IN CASES WHERE DEFLECTION ANGLES
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EXCEED MAXIMUM SHOWN IN TABLES,
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MANHOLE SHALL BE SPECIALLY DESIGNED.
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8"*
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CORNER FOR WALL CUT.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 8: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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MANHOLE FRAME SET IN FULL
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BED OF MASTIC (TYPICAL)
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CONCRETE BOTTOM
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AND FORMED CHANNEL
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(TYPICAL)
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%%UNOTE:
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VERTICAL WALLS AND FLAT SLAB
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MAY BE SUBSTITUTED FOR CONE
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SECTION OF MANHOLE.
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PRECAST CONCRETE
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MANHOLE SECTION
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CONCRETE CRADLE
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EXTENDING TO LIMITS
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OF EXCAVATOIN
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%%UNOTES:
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BASE SECTION OF CIRCULAR MANHOLES
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MAY BE CAST-IN-PLACE CONCRETE OR
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CUSTOM PRECAST CONCRETE WITH OPENINGS
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FOR PIPE.
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6" OVERHANG IN BOTTOM SLAB IS NOT
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REQUIRED IF PRECAST MANHOLES ARE USED.
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1.
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2.
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SLOPE 1"/FT.
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PRECAST
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CONCRETE
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6"
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VARIES
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6"
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4'-0" & 5'-0"
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6"
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2'-0"
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5"-6"
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5"-6"
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2'-0"
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4'-0"
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MANHOLE DEPTH
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5"
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5"
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2'-0"
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4'-0"
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5"
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5"
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THESE JOINTS MAY
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BE ELIMINATED
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(
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)
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(
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)
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STORM SEWER
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MANHOLE DETAILS
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6"
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SEE STD. DWGS. 100 & 101
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6"
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PROVIDE COLLAR OF 6" PRECAST
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CONCRETE FOR FUTURE ADJUSTMENT.
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(TYPICAL FOR ALL MANHOLES)
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PRECAST CONCRETE CONCENTRIC
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CONE SECTION
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FORMED CONCRETE
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INVERT-TYPICAL
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MANHOLE
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STEPS
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6"
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SEE STD. DWGS. 100 & 101
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6"
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CHAMBER HEIGHT
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6"
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%%USTANDARD 4'-0" DIA. & 5'-0"
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%%UCIRCULAR WALLS
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%%U TYPE A"
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TYPICAL TRANSVERSE SECTION
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TYPICAL LONGITUDINAL SECTION
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102
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CONCRETE SLAB (FOR
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DETAILS, SEE STD. DWGS.
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104, 108, 110, & 113)
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CAST-IN-PLACE CONCRETE OR PRECAST
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CONCRETE SECTION
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6"
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SEE STD. DWGS. 100 & 101
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6"
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%%USTANDARD CIRCULAR MANHOLE - 6'-0" DIAMETER & LARGER TYPE A"
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%%UAND NON-CIRCULAR WALL MANHOLE - ALL SIZES TYPE B"
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(TO BE VARIED AS
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REQUIRED OF IN-
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TERSECTING PIPES
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10'-0" MAX.,
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1'-0"+PIPE O.D. MIN.)
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VARIES
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24"-48"
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VARIES
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24"-48"
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VARIES
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24"-48"
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VARIES
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3.
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ONLY AS APPROVED BY ENGINEER.
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8"
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8"
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8"
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FOR CIRCULAR MANHOLE,
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WALLS SHALL MEET ASTM
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C-478 OR C-76. (FOR
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NON-CIRCULAR MANHOLE
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SEE STD. DWGS. 108,
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110 & 113)
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"
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VARIES
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%%UCIRCULAR AND NON-CIRCULAR WALLS
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%%U TYPE A" & TYPE B"
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%%UNOTE:
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SEE STD. DWGS. 108-115
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CONCRETE SLAB (FOR DETAILS
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SEE STD. DWGS. 105-115)
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FLAT SLABS IN PAVED AREAS SHALL BE USED
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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FOR REINFORCING DETAILS
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 9: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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%%UMANHOLE FRAME AND COVERS
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%%UMANHOLE STEPS
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SOLID COVER
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FRAME
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GRATING COVER
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SECTION B-B
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STEP TYPE NO. 1
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STEP TYPE NO. 2
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SECTION
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NO. 3 STEEL ROD
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MACHINED
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SEATING
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3"
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3"
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22
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1"
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1
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"
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1
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"
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"
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"
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"
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"
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23"
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25"
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7"
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1" MIN.
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1"
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1"
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1"
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21"
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36"
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"
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"
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"
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12
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R
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11
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R
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1
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"
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1
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"
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"
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@ 2
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"
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6"
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1"
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"
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1
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1
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"
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"
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"
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2"
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6 SPACES
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2"
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2"
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2"
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1
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"
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1"
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1
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3"
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3"
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2"
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1
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1
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"
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1
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"
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2"
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1
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9"
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1"
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1"
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"
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"
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4
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"
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10
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1"
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"
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9"
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4
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"
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10
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1"
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5"
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10"
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1'-0"
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8
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1"
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"
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"
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"
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1
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"
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"
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1'-0"
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10"
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1"
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"
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1"
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1"
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8
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"
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1
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1
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4
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1
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"
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B
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B
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B
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B
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%%UNOTES:
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STEPS SHALL BE SPACED 12" O.C. VERTICALLY SO AS TO FORM
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A CONTINUOUS LADDER.
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STEPS SHALL BE REQUIRED IN MANHOLES WHEN THE STRUCTURE
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IS 4 FEET AND GREATER IN DEPTH. (MEASURE FROM FLOWLINE OF
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LOWEST PIPE TO TOP OF STRUCTURE.)
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THE TREADS OF ALL STEPS SHALL HAVE ANTI-SKID PROPERTIES
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FOR HAND AND FOOT GRIPS.
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1.
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2.
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3.
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4.
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%%UNOTES:
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MINIMUM WEIGHT FOR THE 7"
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FRAME SHALL BE 185 LBS.
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MINIMUM WEIGHT FOR THE SOLID
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COVER SHALL BE 120 LBS.
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1.
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2.
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3.
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STEP TYPE N0. 3
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STEP TYPE N0. 4
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STEPS SHALL BE POLYPROPYLENE PLASTIC COATED STEEL ROD
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OR OF A TYPE AND SIZE APPROVED BY THE ENGINEER.
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22
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"
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STOPS
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103
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MANHOLE STEPS SHALL BE INSTALLED IN A VERTICAL LINE AND
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SHALL COMPLY WITH OSHA STANDARDS IN ALL RESPECTS.
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FOR CAST-IN-PLACE OR PRECAST CIRCULAR AND NON-CIRCULAR
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MANHOLES.
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5.
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6.
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21" MIN. DIA.
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MANHOLE FRAMES,
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COVERS, & STEPS
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DIVISION OF ENGINEERING
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S
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T
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O
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R
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M
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S
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E
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W
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E
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R
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STORM
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SEWER
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NO
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TO
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W
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A
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T
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E
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R
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W
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A
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Y
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S
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D
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R
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A
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I
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N
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S
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D
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U
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M
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P
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W
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A
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S
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T
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E
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DUMP NO WASTE
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DRAINS TO WATERWAYS
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7.
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FIRST STEP SHALL BE 12" - 18" FROM TOP OF PRECAST
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CASTINGS TO MEET ASTM A-48
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CLASS 35.
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CONE SECTION, AND SHALL BE VERTICALLY LOCATED TO
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MAXIMIZE THE DISTANCE OF ANY STEP FROM THE JOINT OF
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A MANHOLE SECTION.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 10: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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%%USHALLOW MANHOLES
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%%USHALLOW MANHOLES
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%%U4'-0" DIA.
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STORM SEWER
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MANHOLE CIRCULAR SLABS
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4'-0" & 5'-0" DIAMETER
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5'-0"
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TYP.
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6 "
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TYP.
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SLAB OUTER DIAMETER TO VARY WITH
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MANHOLE WALL THICKNESS, TO
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COMPLETELY COVER MANHOLE WALLS.
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FOR PIPE SIZES
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15" TO 24".
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9" O.C. SPACING
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EACH WAY.
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8" THICK SLAB.
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4'-10" O.D.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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CIRCULAR REBAR MAY BE
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USED, OR MARK 5 BARS
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AS SHOWN.
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FOR PIPE SIZES
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21" TO 33".
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9" O.C. SPACING
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8" THICK SLAB.
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6'-0" O.D.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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CIRCULAR REBAR MAY BE
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USED, OR MARK 6 BARS
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AS SHOWN.
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DIVISION OF ENGINEERING
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 11: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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%%U6'-0" DIA.
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%%USPECIAL BAR BENDS
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TYPE A
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1
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1
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7" TYP.
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SLAB OUTER DIAMETER TO VARY WITH
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MANHOLE WALL THICKNESS, TO
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COMPLETELY COVER MANHOLE WALLS.
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105
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9" O.C. SPACING
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EACH WAY.
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8" THICK SLAB.
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7'-2" O.D.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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FOR PIPE SIZES
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15" TO 48".
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6" O.C. SPACING
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EACH WAY.
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12" THICK SLAB.
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7'-2" O.D.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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6'-0"
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7"
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 12: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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3'-4"
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2'-10"
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2'-3"
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1'-11"
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1'-8"
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1'-6"
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1'-4"
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1'-3"
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1'-0"
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4'-0"
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10
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9'-6"
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7'-10"
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8'-0"
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7'-6"
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6'-8"
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5'-7"
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5'-3"
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1'-8"
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%%U7'-0" DIA.
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%%USTANDARD MANHOLES
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%%USHALLOW MANHOLES
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%%UNOTE:
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TYPE A
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TYPE A
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5" TYP.
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15" TO 60".
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6" O.C. SPACING
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EACH WAY.
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12" THICK SLAB.
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8'-4" O.D.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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7'-0"
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8"
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8"
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TYP.
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7'-0"
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8"
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8"
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5 "
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TYP.
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FOR PIPE SIZES
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15" TO 36".
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9" O.C. SPACING
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EACH WAY.
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10" THICK SLAB.
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8'-4" O.D.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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SLAB OUTER DIAMETER TO VARY WITH
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MANHOLE WALL THICKNESS, TO COMPLETELY
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COVER MANHOLE WALLS.
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DIVISION OF ENGINEERING
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 13: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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%%U8'-0" DIA.
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%%USTANDARD MANHOLE
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%%USHALLOW MANHOLE
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STORM SEWER
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MANHOLE CIRCULAR SLABS
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 14: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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MK2,5-#5
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@9"0.C.
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MK2,5-#5
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@9"O.C.
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7'-4"
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@15"O.C.
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DIM. H"-2"
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%%USPECIAL BAR BENDS
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%%UTOP SLAB
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%%UVERT. SECTION
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%%UBOTTOM SLAB
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%%UHORIZ. SECTION
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REINFORCEMENT DETAIL
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5' NON-CIRCULAR M.H.
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PROVIDE 2" x 4" KEY FOR ALL CONSTRUCTION
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JOINTS WHEN MANHOLE IS CAST IN PLACE.
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COVER ALL FACES.
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THIS MANHOLE IS INTENDED FOR PIPE AS
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INDICATED ON STD. DWG. 101, FOR MANHOLE
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STEPS AND OTHER DETAILS NOT SHOWN ON
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THIS SHEET, SEE STD. DWGS. 102 & 103.
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DEPTHS INDICATED IN TITLE ARE MEASURED
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FROM SURFACE TO M.H. INVERT.
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4 X (HEIGHT OF WALL (INCH)/10)
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(ROUNDED UP TO THE NEXT
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WHOLE NUMBER)
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 15: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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6"
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6"
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6"
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6'-4"
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1
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6'-4"
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6"
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6"
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MK8,#4@10"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK10,6-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
MK8,#4@10"O.C.
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK10,6-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK10,6-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
6'-4"
AutoCAD SHX Text
6'-4"
AutoCAD SHX Text
@15"O.C.
AutoCAD SHX Text
@15"O.C.
AutoCAD SHX Text
@15"O.C.
AutoCAD SHX Text
@15"O.C.
AutoCAD SHX Text
MK9,4-#4
AutoCAD SHX Text
MK9,4-#4
AutoCAD SHX Text
MK9,4-#4
AutoCAD SHX Text
MK9,4-#4
AutoCAD SHX Text
8
AutoCAD SHX Text
*
AutoCAD SHX Text
4
AutoCAD SHX Text
6'-0"
AutoCAD SHX Text
10
AutoCAD SHX Text
16
AutoCAD SHX Text
4
AutoCAD SHX Text
DIM. H"-2"
AutoCAD SHX Text
4
AutoCAD SHX Text
16
AutoCAD SHX Text
9
AutoCAD SHX Text
%%UHORIZ. SECTION
AutoCAD SHX Text
%%UTOP SLAB
AutoCAD SHX Text
%%UVERT. SECTION
AutoCAD SHX Text
%%UBOTTOM SLAB
AutoCAD SHX Text
4'-0" OPENING
AutoCAD SHX Text
8"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
H" = VARIES, 3'-6" TO 18'
AutoCAD SHX Text
12'
AutoCAD SHX Text
*
AutoCAD SHX Text
109
AutoCAD SHX Text
PROVIDE 2" x 4" KEY FOR ALL CONSTRUCTION
AutoCAD SHX Text
JOINTS WHEN MANHOLE IS CAST IN PLACE.
AutoCAD SHX Text
2" MIN. STEEL REINFORCEMENT
AutoCAD SHX Text
COVER ALL FACES.
AutoCAD SHX Text
THIS MANHOLE IS INTENDED FOR PIPE AS
AutoCAD SHX Text
INDICATED ON STD. DWG. 101, FOR MANHOLE
AutoCAD SHX Text
STEPS AND OTHER DETAILS NOT SHOWN ON
AutoCAD SHX Text
THIS SHEET, SEE STD. DWGS. 102 & 103.
AutoCAD SHX Text
DEPTHS INDICATED IN THE TITLE ARE MEASURED
AutoCAD SHX Text
FROM SURFACE TO M.H. INVERT.
AutoCAD SHX Text
4.
AutoCAD SHX Text
"
AutoCAD SHX Text
15 "
AutoCAD SHX Text
"
AutoCAD SHX Text
REINFORCEMENT DETAIL
AutoCAD SHX Text
5' NON-CIRCULAR M.H.
AutoCAD SHX Text
7'-6" TO 20' DEPTH,
AutoCAD SHX Text
8" WALLS, 12" SLAB
AutoCAD SHX Text
4 X (HEIGHT OF WALL (INCH)/10)
AutoCAD SHX Text
(ROUNDED UP TO THE NEXT
AutoCAD SHX Text
WHOLE NUMBER)
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
5
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
4
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5
AutoCAD SHX Text
3
AutoCAD SHX Text
4
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5
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
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5
AutoCAD SHX Text
8
AutoCAD SHX Text
5
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6
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2
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5
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7
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1
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/
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2
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15 "
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2
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/
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1
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15 "
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2
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/
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1
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15 "
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2
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1
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/
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DIVISION OF ENGINEERING
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVAL:
AutoCAD SHX Text
URBAN COUNTY ENGINEER
AutoCAD SHX Text
COMMISSIONER
Page 16: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD110.dwg, 9/19/2017 10:04:33 AM, AutoCAD PDF (Web and Mobile).pc3

AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
18"
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MARK NO. SIZE
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LENGTH
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
A
AutoCAD SHX Text
STR.
AutoCAD SHX Text
7'-0"
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4'-8"
AutoCAD SHX Text
4'-4"
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MARK NO. SIZE
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LENGTH
AutoCAD SHX Text
TYPE
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STR.
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MARK NO. SIZE
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LENGTH
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TYPE
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MARK NO. SIZE
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LENGTH
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TYPE
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%%UNOTES:
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1.
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2.
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3.
AutoCAD SHX Text
2
AutoCAD SHX Text
3
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4
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
MK2,6-#5
AutoCAD SHX Text
@9"O.C.
AutoCAD SHX Text
MK2,6-#5
AutoCAD SHX Text
@9"O.C.
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
MK2,6-#5
AutoCAD SHX Text
@9"O.C.
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
MK5,#4@10"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK7,7-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
8'-4"
AutoCAD SHX Text
8'-4"
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK7,7-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK7,7-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
8'-4"'
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
14"
AutoCAD SHX Text
MK6,5-#4@15"O.C.
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
MK6,5-#4@15"O.C.
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
MK6,5-#4@15"O.C.
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
MK6,5-#4@15"O.C.
AutoCAD SHX Text
14"
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
8"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
9'-6"
AutoCAD SHX Text
"
AutoCAD SHX Text
14
AutoCAD SHX Text
5
AutoCAD SHX Text
*
AutoCAD SHX Text
4
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
7
AutoCAD SHX Text
18
AutoCAD SHX Text
4
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
6
AutoCAD SHX Text
20
AutoCAD SHX Text
4
AutoCAD SHX Text
DIM. H"-2"
AutoCAD SHX Text
%%UTOP SLAB
AutoCAD SHX Text
%%UVERT. SECTION
AutoCAD SHX Text
%%UBOTTOM SLAB
AutoCAD SHX Text
%%UHORIZ. SECTION
AutoCAD SHX Text
%%USPECIAL BAR BENDS
AutoCAD SHX Text
2'-0" OPENING
AutoCAD SHX Text
H"= VARIES, 4' TO 8'
AutoCAD SHX Text
10"
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
MK5,#4@10"O.C.
AutoCAD SHX Text
6"
AutoCAD SHX Text
*
AutoCAD SHX Text
110
AutoCAD SHX Text
4.
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
REINFORCEMENT DETAIL
AutoCAD SHX Text
6' NON-CIRCULAR M.H.
AutoCAD SHX Text
LESS THAN 10' DEPTH,
AutoCAD SHX Text
8" WALLS, 10" SLAB
AutoCAD SHX Text
PROVIDE 2" x 4" KEY FOR ALL CONSTRUCTION
AutoCAD SHX Text
JOINTS WHEN MANHOLE IS CAST IN PLACE.
AutoCAD SHX Text
2" MIN. STEEL REINFORCEMENT
AutoCAD SHX Text
COVER ALL FACES.
AutoCAD SHX Text
THIS MANHOLE IS INTENDED FOR PIPE AS
AutoCAD SHX Text
INDICATED ON STD. DWG. 101, FOR MANHOLE
AutoCAD SHX Text
STEPS AND OTHER DETAILS NOT SHOWN ON
AutoCAD SHX Text
THIS SHEET, SEE STD. DWGS. 102 & 103.
AutoCAD SHX Text
DEPTHS INDICATED IN TITLE ARE MEASURED
AutoCAD SHX Text
FROM SURFACE TO M.H. INVERT.
AutoCAD SHX Text
4 X (HEIGHT OF WALL (INCH)/10)
AutoCAD SHX Text
(ROUNDED UP THE NEXT
AutoCAD SHX Text
WHOLE NUMBER)
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
"
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DIVISION OF ENGINEERING
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVAL:
AutoCAD SHX Text
URBAN COUNTY ENGINEER
AutoCAD SHX Text
COMMISSIONER
Page 17: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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AutoCAD SHX Text
%%UTOP SLAB
AutoCAD SHX Text
4'-0" OPENING
AutoCAD SHX Text
5"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
H" = VARIES, 4'-14'
AutoCAD SHX Text
12"
AutoCAD SHX Text
3"
AutoCAD SHX Text
MK 8, #4 @ 10" O.C.
AutoCAD SHX Text
8'-4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
6"
AutoCAD SHX Text
MK 8, #4 @ 10" O.C.
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
5"
AutoCAD SHX Text
8'-4"
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK10,7-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
8'-4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
%%UBOTTOM SLAB
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
MK 9,5-#4 @ 15" O.C.
AutoCAD SHX Text
MK 9,5-#4 @ 15" O.C.
AutoCAD SHX Text
MK 9,5-#4 @ 15" 0.C.
AutoCAD SHX Text
MK 9,5-#4 @ 15" O.C.
AutoCAD SHX Text
MARK NO. SIZE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
STR.
AutoCAD SHX Text
"
AutoCAD SHX Text
15'-10"
AutoCAD SHX Text
7'-10"
AutoCAD SHX Text
3'-4"
AutoCAD SHX Text
2'-9"
AutoCAD SHX Text
2'-5"
AutoCAD SHX Text
2'-4"
AutoCAD SHX Text
0'-10"
AutoCAD SHX Text
MARK NO. SIZE
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LENGTH
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
STR.
AutoCAD SHX Text
MARK NO. SIZE
AutoCAD SHX Text
LENGTH
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TYPE
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STR.
AutoCAD SHX Text
MARK NO. SIZE
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LENGTH
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
3
AutoCAD SHX Text
7
AutoCAD SHX Text
2
AutoCAD SHX Text
7
AutoCAD SHX Text
1
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
MK2,5-#5
AutoCAD SHX Text
MK2,5-#5
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
AutoCAD SHX Text
MK 2,5-#5
AutoCAD SHX Text
%%UVERT. SECTION
AutoCAD SHX Text
3"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
14"
AutoCAD SHX Text
8" TYP.
AutoCAD SHX Text
12
AutoCAD SHX Text
8
AutoCAD SHX Text
*
AutoCAD SHX Text
4
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
18
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
20
AutoCAD SHX Text
4
AutoCAD SHX Text
DIM. H"-2"
AutoCAD SHX Text
STR.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
18"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
%%USPECIAL BAR BENDS
AutoCAD SHX Text
5"
AutoCAD SHX Text
@6"O.C.
AutoCAD SHX Text
@6"O.C.
AutoCAD SHX Text
@6"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK10,7-#4@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK 10, 7 - #4 @ 12" O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
*
AutoCAD SHX Text
111
AutoCAD SHX Text
PROVIDE 2" x 4" KEY FOR ALL CONSTRUCTION
AutoCAD SHX Text
JOINTS WHEN MANHOLE IS CAST IN PLACE.
AutoCAD SHX Text
2" MIN. STEEL REINFORCEMENT
AutoCAD SHX Text
COVER ALL FACES.
AutoCAD SHX Text
THIS MANHOLE IS INTENDED FOR PIPE AS
AutoCAD SHX Text
INDICATED ON STD. DWG. 101, FOR MANHOLE
AutoCAD SHX Text
STEPS AND OTHER DETAILS NOT SHOWN ON
AutoCAD SHX Text
THIS SHEET, SEE STD. DWGS. 102 & 103.
AutoCAD SHX Text
DEPTHS INDICATED IN TITLE ARE MEASURED
AutoCAD SHX Text
FROM SURFACE TO M.H. INVERT.
AutoCAD SHX Text
4.
AutoCAD SHX Text
"
AutoCAD SHX Text
%%UHORIZ. SECTION
AutoCAD SHX Text
"
AutoCAD SHX Text
REINFORCEMENT DETAIL
AutoCAD SHX Text
6' NON-CIRCULAR M.H.
AutoCAD SHX Text
8' TO 15' DEPTH,
AutoCAD SHX Text
8" WALLS, 12" SLAB
AutoCAD SHX Text
4 X (HEIGHT OF WALL (INCH)/10)
AutoCAD SHX Text
(ROUNDED UP TO THE NEXT
AutoCAD SHX Text
WHOLE NUMBER)
AutoCAD SHX Text
4
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5
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6
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5
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4
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3
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5
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2
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5
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4
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3
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5
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4
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4
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5
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4
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5
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5
AutoCAD SHX Text
4
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6
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5
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6
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7
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"
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"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DIVISION OF ENGINEERING
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVAL:
AutoCAD SHX Text
URBAN COUNTY ENGINEER
AutoCAD SHX Text
COMMISSIONER
Page 18: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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MK11,5-#4@15"O.C.
AutoCAD SHX Text
MK11,5-#4@15"O.C.
AutoCAD SHX Text
MK11,5-#4@15"O.C.
AutoCAD SHX Text
MK11,5#4@15"O.C.
AutoCAD SHX Text
16"
AutoCAD SHX Text
MK11,5-#4@15"O.C.
AutoCAD SHX Text
16"
AutoCAD SHX Text
16"
AutoCAD SHX Text
MK11,5-#4@15"O.C.
AutoCAD SHX Text
16"
AutoCAD SHX Text
7'-8"
AutoCAD SHX Text
16"
AutoCAD SHX Text
MK11,5-#4@15"O.C.
AutoCAD SHX Text
16"
AutoCAD SHX Text
7'-8"
AutoCAD SHX Text
16"
AutoCAD SHX Text
MK11,5-#4@15"O.C.
AutoCAD SHX Text
16"
AutoCAD SHX Text
MK8,7-#5@12"O.C.
AutoCAD SHX Text
8'-8"
AutoCAD SHX Text
12"
AutoCAD SHX Text
MK8,7-#5@12"O.C.
AutoCAD SHX Text
12"
AutoCAD SHX Text
8'-8"
AutoCAD SHX Text
8'-8"
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK8,7-#5@12"O.C.
AutoCAD SHX Text
11"
AutoCAD SHX Text
MK9,#5@10"O.C.
AutoCAD SHX Text
7'-8"
AutoCAD SHX Text
7'-8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
7'-8"
AutoCAD SHX Text
6"
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6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
MK10,#4@12"O.C.
AutoCAD SHX Text
MK10,#4@12"O.C.
AutoCAD SHX Text
1
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
18"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
10"
AutoCAD SHX Text
10"
AutoCAD SHX Text
%%UTOP SLAB
AutoCAD SHX Text
%%UVERT. SECTION
AutoCAD SHX Text
%%UBOTTOM SLAB
AutoCAD SHX Text
%%UHORIZ. SECTION
AutoCAD SHX Text
%%USPECIAL BAR BENDS
AutoCAD SHX Text
4'-0" OPENING
AutoCAD SHX Text
10"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
MARK NO. SIZE
AutoCAD SHX Text
MARK NO. SIZE
AutoCAD SHX Text
MARK NO. SIZE
AutoCAD SHX Text
MARK NO. SIZE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
STR.
AutoCAD SHX Text
"
AutoCAD SHX Text
15'-10"
AutoCAD SHX Text
7'-4"
AutoCAD SHX Text
3'-3"
AutoCAD SHX Text
2'-9"
AutoCAD SHX Text
2'-7"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
0'-10"
AutoCAD SHX Text
9
AutoCAD SHX Text
5
AutoCAD SHX Text
*
AutoCAD SHX Text
8
AutoCAD SHX Text
18
AutoCAD SHX Text
5
AutoCAD SHX Text
8'-4"
AutoCAD SHX Text
STR.
AutoCAD SHX Text
11
AutoCAD SHX Text
4
AutoCAD SHX Text
DIM. H"-2"
AutoCAD SHX Text
STR.
AutoCAD SHX Text
40
AutoCAD SHX Text
C
AutoCAD SHX Text
STR.
AutoCAD SHX Text
4
AutoCAD SHX Text
10
AutoCAD SHX Text
*
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4 X (WALL HEIGHT (INCH)/10)
AutoCAD SHX Text
4 X (WALL HEIGHT (INCH)/12)
AutoCAD SHX Text
%%UNOTES:
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1.
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2.
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3.
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12
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4"
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TYPE A
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TYPE C
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6"
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MK9,#5@10"O.C.
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7'-4"
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9'-0"
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*
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1
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*
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2
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(ROUNDED UP TO THE NEXT
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WHOLE NUMBER)
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112
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REINFORCEMENT DETAIL
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6' NON-CIRCULAR M.H.
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15' TO 20' DEPTH,
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10" WALLS, 12" SLAB
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4.
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"
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PROVIDE 2" x 4" KEY FOR ALL CONSTRUCTION
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JOINTS WHEN MANHOLE IS CAST IN PLACE.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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THIS MANHOLE IS INTENDED FOR PIPE AS
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INDICATED ON STD. DWG. 101, FOR MANHOLE
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STEPS AND OTHER DETAILS NOT SHOWN ON
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THIS SHEET, SEE STD. DWGS. 102 & 103.
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DEPTHS INDICATED IN TITLE ARE MEASURED
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FROM SURFACE TO M.H. INVERT.
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"
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H" = VARIES, 5' TO 19'
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12"
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DIVISION OF ENGINEERING
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5
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4
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3
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5
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7
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8
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"
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"
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"
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"
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5
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2
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 19: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD113.dwg, 9/19/2017 10:11:51 AM, AutoCAD PDF (Web and Mobile).pc3

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9'-4"
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12"
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MK 6, 8 - #4 @ 12" 0.C.
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12"
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12"
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MK 6, 8 - #4 @ 12" O.C.
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12"
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9'-4"
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2"
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2"
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2"
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8'-4"
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8'-4"
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2"
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2"
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2"
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2"
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MK 5,6-#4 @ 15" O.C.
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8"
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MK 5,6-#4 @ 15" O.C.
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MK 5,6-#4 @ 15" 0.C.
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MK 5,6-#4 @ 15" O.C.
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8"
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8"
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8"
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5"
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8'-4"
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2"
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MK 4, #4 @ 10" O.C.
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9"
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MK 6, 8 - #4 @ 12" O.C.
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9"
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9'-4"
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2"
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6"
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MK 4, #4 @ 10" O.C.
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8'-4"
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5"
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MK 3,7-#5@9"O.C.
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9"
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2'-3"
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5"
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2'-3"
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9"
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MK 3,7-#5@9"O.C.
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8'-4"
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2'-6"
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18"
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3
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3
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3
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3
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2
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2
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1
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5
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3
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3
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5
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6
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6
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6
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6
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2"
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2"
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2"
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2"
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6
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5"
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5"
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%%UTOP SLAB
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2'-0" OPENING
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%%UBOTTOM SLAB
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%%USPECIAL BAR BENDS
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MARK NO. SIZE LENGTH TYPE
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MARK NO. SIZE LENGTH TYPE
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MARK NO. SIZE LENGTH TYPE
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5
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24
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4
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DIM. H"-2"
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STR.
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MARK NO. SIZE
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LENGTH
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TYPE
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4
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*
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4
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8'-0"
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STR.
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1
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1
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2
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3
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4
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18
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6
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5
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5
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9'-6"
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5'-5"
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8'-0"
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A
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STR.
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"
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1
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1
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%%UNOTES:
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6
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20
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4
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9'-0"
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STR.
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1.
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2.
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3.
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TYPE A
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9"
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MK 3,7-#5@9"O.C.
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%%UVERT. SECTION
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%%UHORIZ. SECTION
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113
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4.
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H" = VARIES, 5' TO 9'
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10"
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"
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12 "
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"
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REINFORCEMENT DETAIL
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7' NON-CIRCULAR M.H.
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LESS THAN 10' DEPTH,
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8" WALLS, 10" SLAB
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4 X (HEIGHT OF WALL)
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(INCH)/10 (ROUNDED
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TO THE NEXT WHOLE NUMBER.)
AutoCAD SHX Text
PROVIDE 2" X 4" KEYS FOR ALL CONSTRUCTION
AutoCAD SHX Text
JOINTS WHEN MANHOLE IS CAST IN PLACE.
AutoCAD SHX Text
2" MIN. STEEL REINFORCEMENT
AutoCAD SHX Text
COVER ALL FACES.
AutoCAD SHX Text
THIS MANHOLE IS INTENDED FOR PIPE AS
AutoCAD SHX Text
INDICATED ON STD. DWG. 101, FOR MANHOLE
AutoCAD SHX Text
STEPS AND OTHER DETAILS NOT SHOWN ON
AutoCAD SHX Text
THIS SHEET, SEE STD. DWGS. 102 & 103.
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DEPTHS INDICATED IN TITLE ARE MEASURED
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FROM SURFAFCE TO M.H. INVERT.
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*
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1
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/
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2
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12 "
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2
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12 "
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2
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1
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/
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2
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 20: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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9'-4
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12"
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MK10,8-#4@12"O.C.
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12"
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9'-4"
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2"
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2"
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2"
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10
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10
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%%UBOTTOM SLAB
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5"
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8'-4"
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2"
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MK 8, #4 @ 10" O.C.
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9'-4"
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2"
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6"
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MK 8, #4 @ 10" O.C.
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9
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2
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9
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10
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2"
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2"
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2"
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10
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%%UTOP SLAB
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4'-0" OPENING
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8'-4"
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8'-4"
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2"
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2"
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2"
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2"
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MK 9,6-#4 @ 15" O.C.
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8"
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MK 9,6-#4 @ 15" O.C.
AutoCAD SHX Text
MK 9,6-#4 @ 15" 0.C.
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MK 9,6-#4 @ 15" O.C.
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8"
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8"
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8"
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%%UNOTES:
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1.
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2.
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3.
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MARK NO. SIZE
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LENGTH
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TYPE
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1
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1
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6
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A
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STR.
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"
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15'-10"
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8'-0"
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3'-4"
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3'-5"
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3'-9"
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4'-4"
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0'-10"
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1'-4"
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MARK NO. SIZE
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LENGTH
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TYPE
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MARK NO. SIZE
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LENGTH
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TYPE
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MARK NO. SIZE
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LENGTH
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TYPE
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STR.
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6
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2
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7
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8
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7
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8
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1
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8'-4"
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@6"O.C.
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5"
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MK2,7-#5
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5"
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8'-4"
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@6"O.C.
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9"
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MK 10, 8 - #4 @ 12" O.C.
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9"
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4'-6"
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18"
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5"
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MK2,7-#5
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5"
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10
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16
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8
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*
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4
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8'-0"
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STR.
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10
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20
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4
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9'-0"
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STR.
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DIM. H"-2"
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4
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24
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9
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%%USPECIAL BAR BENDS
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12"
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MK10,8-#4@12"O.C.
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12"
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8
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8
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TYPE A
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%%UVERT. SECTION
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%%UHORIZ. SECTION
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*
AutoCAD SHX Text
114
AutoCAD SHX Text
PROVIDE 2" x 4" KEY FOR ALL CONSTRUCTION
AutoCAD SHX Text
JOINTS WHEN MANHOLE IS CAST IN PLACE.
AutoCAD SHX Text
2" MIN. STEEL REINFORCEMENT
AutoCAD SHX Text
COVER ALL FACES.
AutoCAD SHX Text
THIS MANHOLE IS INTENDED FOR PIPE AS
AutoCAD SHX Text
INDICATED ON STD. DWG. 101, FOR MANHOLE
AutoCAD SHX Text
STEPS AND OTHER DETAILS NOT SHOWN ON
AutoCAD SHX Text
THIS SHEET, SEE STD. DWGS. 102 & 103.
AutoCAD SHX Text
DEPTHS INDICATED IN TITLE ARE MEASURED
AutoCAD SHX Text
FROM SURFACE TO M.H. INVERT.
AutoCAD SHX Text
4.
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H" = VARIES, 5' TO 9'
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12"
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12
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"
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12
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12
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12
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"
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/
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1
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2
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"
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/
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1
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2
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"
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1
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2
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"
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/
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1
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2
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REINFORCEMENT DETAIL
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7' NON-CIRCULAR M.H.
AutoCAD SHX Text
8' TO 10' DEPTH,
AutoCAD SHX Text
8" WALLS, 12" SLAB
AutoCAD SHX Text
4 X (HEIGHT OF WALL (INCH)/10)
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(ROUNDED UP TO THE NEXT
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WHOLE NUMBER)
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5
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4
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3
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4
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5
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6
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6
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5
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4
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3
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4
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5
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6
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2
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5
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4
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3
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2
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5
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"
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5
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4
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4
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"
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5
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4
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5
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5
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4
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6
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5
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2
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7
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"
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5
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3
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8
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 21: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD115.dwg, 9/19/2017 10:17:04 AM, AutoCAD PDF (Web and Mobile).pc3

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%%UTOP SLAB
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4'-0" OPENING
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7
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1
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9'-8"
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12"
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MK11,8-#4@12"O.C.
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12"
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9'-8"
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4"
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4"
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4"
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8'-8"
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8
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8
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9
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9
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%%UHORIZ. SECTION
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10"
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TYP.
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MARK NO. SIZE
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LENGTH
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TYPE
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A
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STR.
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"
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15'-10"
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8'-4"
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4'-3"
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3'-9"
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3'-7"
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3'-6"
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1'-2"
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MARK NO. SIZE
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LENGTH
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TYPE
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C
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STR.
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MARK NO. SIZE
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LENGTH
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TYPE
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STR.
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MARK NO. SIZE
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LENGTH
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TYPE
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STR.
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4'-6"
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18"
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%%USPECIAL BAR BENDS
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%%UNOTES:
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1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
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9'-8"
AutoCAD SHX Text
MK8-#5@10"O.C.
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8'-8"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
MK9-#4@12"O.C.
AutoCAD SHX Text
MK-9#4@12"O.C.
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10
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10
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
%%UVERT. SECTION
AutoCAD SHX Text
MK2,8-#5
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@6"O.C.
AutoCAD SHX Text
8'-8"
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6"
AutoCAD SHX Text
8'-8"
AutoCAD SHX Text
MK2,8-#5
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@6"O.C.
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2"
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2"
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6"
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MK2,8-#5
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@6"O.C.
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6"
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2"
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2"
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2
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11
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9"
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MK11,8-#4@12"O.C.
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9"
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6"
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2"
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2"
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2"
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11
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11
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%%UBOTTOM SLAB
AutoCAD SHX Text
MK10,5-#4@15"O.C.
AutoCAD SHX Text
MK10,5-#4@15"O.C.
AutoCAD SHX Text
8'-8"
AutoCAD SHX Text
MK10,6-#4@15"O.C.
AutoCAD SHX Text
MK10,6-#4@15"O.C.
AutoCAD SHX Text
MK10,6-#4@15"O.C.
AutoCAD SHX Text
MK10,6-#4@15"O.C.
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8
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8
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8
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*
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5
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1
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2
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4
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11
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20
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4
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10
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44
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DIM. H"-2"
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1
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2
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12"
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MK10,5-#4@15"O.C.
AutoCAD SHX Text
12"
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12"
AutoCAD SHX Text
MK10,5-#4@15"O.C.
AutoCAD SHX Text
12"
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8'-4"
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10"
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10"
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2"
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3
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4
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5
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6
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5
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4
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3
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2
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7
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7
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10
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12"
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12"
AutoCAD SHX Text
MK11,8-#4@12"O.C.
AutoCAD SHX Text
9'-4"
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20
AutoCAD SHX Text
TYPE C
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
MK8-#5@10"O.C.
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11
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9
AutoCAD SHX Text
9
AutoCAD SHX Text
115
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4.
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"
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14 "
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10'-0"
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8'-4"
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"
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REINFORCEMENT DETAIL
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7' NON-CIRCULAR M.H.
AutoCAD SHX Text
10' TO 20' DEPTH,
AutoCAD SHX Text
10" WALLS, 12" SLAB
AutoCAD SHX Text
* 4 X (WALL HEIGHT (INCH)/10)
AutoCAD SHX Text
* 4 X (WALL HEIGHT (INCH)/12)
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(ROUNDED UP TO THE NEXT
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WHOLE NUMBER)
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PROVIDE 2" x 4" KEY FOR ALL CONSTRUCTION
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JOINTS WHEN MANHOLE IS CAST IN PLACE.
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2" MIN. STEEL REINFORCEMENT
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COVER ALL FACES.
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THIS MANHOLE IS INTENDED FOR PIPE AS
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INDICATED ON STD. DWG. 101, FOR MANHOLE
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STEPS AND OTHER DETAILS NOT SHOWN ON
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THIS SHEET, SEE STD. DWGS. 102 & 103.
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DEPTHS INDICATED IN TITLE ARE MEASURED
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FROM SURFACE TO M.H. INVERT.
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H" = VARIES, 5' TO 10'
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12"
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6
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1
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1
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5
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2
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"
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*
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14 "
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14 "
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 22: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD120.dwg, 9/19/2017 10:52:04 AM, AutoCAD PDF (Web and Mobile).pc3

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CONCRETE
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APRON
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WATER FLOW
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DITCH
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C
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L
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a BARS
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a BARS
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a BARS
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b BARS
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b BARS
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b BARS
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b BARS
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A
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A
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B
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B
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C
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C
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5
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5
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5
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5
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a BARS
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2
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b BARS
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a BAR
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a BARS
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CONSTRUCTION
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JOINT PERMITTED
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5
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6:1 SLOPE
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MIN.
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CONSTRUCTION
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JOINT
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a BAR
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5
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5
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DETAIL OF
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BENT BAR
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5
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a BAR
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DIKE
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OF DITCH
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5
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SOD
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2
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1
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BAR
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NO.
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SIZE
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LENGTH
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APPROX.
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a
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b
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40 OR 56
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25 OR 40
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#5
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#4
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3'-0"
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4'-0"
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12" C TO C
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AS SHOWN
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TYPE
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SAG
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GRADE
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CONCRETE
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3'-9"
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3
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BOX
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4.4 CU. YD. 4
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3.4 CU. YD. 4
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REINF.
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STEEL
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282 LBS.
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192 LBS.
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APPROX. QUANTITIES
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BILL OF REINFORCEMENT
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b BARS
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b BARS
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6"
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MIN.
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15"-18"
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-24"
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PIPE
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4'-0"
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4'-4"
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3'-0"
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8"
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6"
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4'-4"
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3'-0"
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8"
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8"
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9"
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1" SLOPE
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18"
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18"
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2"
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2"
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2'-0"
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6"
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6"
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2"
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2"
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2'-0"
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4'-4"
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2'-0"
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6"
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6"
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1'-6"
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2'-0"
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6:1
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SLOPE
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FLOW
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LINE
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6:1
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SLOPE
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FUNCTION OF
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GRADE
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2'-0"
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VARIABLE
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1
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/
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4
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3
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/
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4
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3
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/
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8
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1
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/
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2
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1
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/
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8
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2
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X
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X
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40
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L3"X2
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1
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/
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2
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X
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1
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/
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4
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X
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36
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3
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/
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4
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"
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1
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/
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4
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1
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/
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4
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DETAIL OF FRAME
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120
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1
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DETAIL OF GRATE
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39 "
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3
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/
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16
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40 "
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1
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/
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4
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1
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/
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4
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TYP.
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TYP.
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1
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/
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2
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3
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/
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8
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1 "
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1
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/
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2
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17 "
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5
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/
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8
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1"
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2
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3
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/
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4
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D
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D
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(TWO REQUIRED)
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%%USECTION A-A
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%%UPLAN
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%%USECTION C-C
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%%USECTION OF DIKE
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%%USECTION D-D
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%%USECTION B-B
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3 "
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5
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/
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8
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2"
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8'-0" MAX.
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6"
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2'-0"
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1
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/
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4
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":1'
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a BARS
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b BAR
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6
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a BAR
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b BAR
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TYP.
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TYP.
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TYP.
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1'-6"
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1"X1"X "X8" (MIN.)
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b BAR
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SPACING
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SURFACE INLET TYPE A"
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51 LBS.
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1 GRATE
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TOTAL
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FRAME
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138.5 LBS.
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277 LBS.
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STR. STEEL WTS.
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3
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/
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"
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8
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"
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"
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"
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"
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"
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"
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6 : 1 Slopes are with reference to ditch grade.
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When a box inlet is placed in a sag, omit the earth dike and
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longitudinal slope of the grate, and provide a concrete apron on
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each side of the inlet.
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Rate of increase or decrease 0.36 cu. yd. per foot in height.
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Deduct approximately 0.1 cu. yd. of concrete per pipe.
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Compact this volume with D.G.A. base or equivalent.
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Steps are required for depths greater than 4' refer to Std. Dwg. 103.
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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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6.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 23: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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F
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F
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E
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E
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8"
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8"
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3'-
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1
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/
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2
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"
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/
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2
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"
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1
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/
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2
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"
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2'-0"
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2'-4"
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3'-4"
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8"
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2'-3
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3
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/
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4
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"
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/
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8
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5
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"
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3
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/
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4
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1
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"
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1
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1
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/
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4
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"
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3
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/
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8
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5
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"
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1"
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1
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/
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2
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"
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1
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1
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/
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2
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1"
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2"
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3"
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1"
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1'-6"
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1
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3
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/
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4
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1
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1
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3
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/
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8
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1
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/
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4
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1
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1
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/
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2
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1"
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1
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5
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/
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8
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1'-5
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3
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/
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8
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SURFACE INLET TYPE B"
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2'-3
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3"
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121
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%%UNOTES:
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5'-0" MAX.
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1
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1
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1
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1
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FLOW
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OPTIONAL PIPE FOR
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INLETS IN SERIES
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%%UPLAN VIEW
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%%USECTION E-E
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%%USECTION F-F
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%%UISOMETRIC VIEW
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%%UGRATE DETAILS
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1. NO. 5 STEEL SHALL BE USED THROUGHOUT ON 12" CENTERS.
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2. ALL STEEL SHALL HAVE A 2" MINIMUM CLEARANCE TO ANY
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CONCRETE FACE.
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3. NO STEEL IS REQUIRED IN THE BOTTOM SLAB.
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4. ALL VERTICAL STEEL SHALL EXTEND 4" INTO BOTTOM SLAB.
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5. FOR USE IN PAVED AREAS ONLY.
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6. PROVIDE MINIMUM 0.1' SLOPE THROUGH STRUCTURE FOR PIPES
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IN SERIES. CARRY TROUGH THROUGH. ONLY STRAIGHT THROUGH
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(SEE NOTE 6)
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CONNECTIONS ARE ALLOWED.
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TOP OF BENCH IF
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PIPE RUNS STRAIGHT
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THROUGH INLET
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 24: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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W
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A11
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2"x2" BEVEL
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(TYP.)
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SLOPE
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7 BARS A14 @ 12" = 6'-0"
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9"
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7 BARS A14@6"
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=3'-0"
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3"
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14 BARS A13 @ 6" = 6'-6"
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9"
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10'-0"
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6"
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6"
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SLOPE
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SLOPE
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A7*
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" PREMOLDED
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EXPANSION JT.
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MATERIAL (TYP.)
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/
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2
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1
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A11
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A14
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A13
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5-A9 SPA. AS
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SHOWN IN SECTION
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C-C
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A14
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A13
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A8*
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1'-6"
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A7*
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A8*
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* LAP w/ A2 BARS
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IN SIDEWALLS
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2'-0"
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TOP CROSS SLOPE TO
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MATCH ADJOINING SECTION
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A14
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NORMAL GUTTERLINE
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ELEVATION
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FLOW LINE
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2"
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6"
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A9
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SUBGRADE
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ELEVATION
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2" CLR.
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(TYP.)
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A9
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A1
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ROUGHENED
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CONST. JT.
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A4
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A2
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A5 BARS @ 12" SPACING
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(LAP w/ A7 @ CORNERS)
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8"
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A5 BARS@12" SPACING
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(LAP w/ A7 BARS
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@ CORNERS)
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12" MIN.
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COVER
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6"
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3"
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10"
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12"
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12"
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6"
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8"
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3"
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SPACING OF
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A1 BARS
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4'-6"
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CLR.
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A13
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A14
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10"
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6"
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1"
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2'-0"
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MATCH ADJOINING
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GUTTER WIDTH W"
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(USE 1'-5" MIN.)
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8"
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A9
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3 "
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3 "
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PERMISSIBLE
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ROUGHENED
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CONST. JT.
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PERMISSIBLE
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ROUGHENED
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CONST. JT.
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A9
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A10
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A9
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6"
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2"
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CLR.
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1'-8" MIN. LAP
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2'-6"
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2"
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CLR.
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10"
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6"
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8"
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2'-0"
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A15
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A12
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A11
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10"
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6"
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8"
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4'-0"
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2'-0"
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2'-0"
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A9
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4"
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4"
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4"
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A10
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A5 OR A6
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7'-0"
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6"
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6"
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4-A2@12"=3'-0"
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4'-0"
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3"
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3"
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A5
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A2
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A12
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A3
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A5
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9"
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14 BARS A12 @ 6"=6'-6" (LAP
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w/ BARS A13 IN TOP SLAB)
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3"
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4-A4@12"=3'-0"
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6"
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11'-0"
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1'-1"
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1'-1"
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6"
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8"
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8"
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4-A2 THIS WALL
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2-A2 & 2-A3
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OPPOSITE WALL
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4'-0"
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3"
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3"
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A7 (TYP. CORNERS)
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ROADWAY GRADE
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2-A9
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7 BARS A14 @ 12"=6'-0"
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9"
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7 BARS A14@6"
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= 3'-0"
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6"
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3"
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9"
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14 BARS A13 @ 6" =6'-6"
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11'-0"
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A15
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2-A11
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1'-1"
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2'-6"
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PERMISSIBLE
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CONST. JT.
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3-A9
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2"
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1'-4"
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8"
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2-A7
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3"
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9"
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14 BARS A12 @ 6"=6'-6"
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7'-O"
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6"
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A3
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FORMED
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CONCRETE
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INVERT
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2"
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CLR.
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9"
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9"
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4-A1 @ 12"=
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3'-0"
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A1
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PERMISSIBLE
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A7
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A2
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2"
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CLR.
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A5 BARS @ 12"
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SPACING
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6"
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8"
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WEEPHOLE TO ACCOMMODATE
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PAVEMENT SUB-DRAIN (SEE
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A
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A
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B
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B
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C
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C
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D
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D
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%%UPLAN
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%%USECTION D-D
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%%USECTION C-C
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%%USECTION A-A
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5'-0" (MIN.)
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TRANSITION ADJOINING
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CURB & GUTTER
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A14
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5'-0" (MIN.)
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TRANSITION ADJOINING
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CURB & GUTTER
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A10
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2"
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CLR.
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6"
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122-1
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SEE STD. DWG. 122-2 FOR
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BILL OF REINFORCEMENT
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& ADDITIONAL DETAILS
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3"
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TYP.
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PARALLEL TO
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ROADWAY GRADE
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PARALLEL TO
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ROADWAY GRADE
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NO CONST. JOINT
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PERMITTED
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H = 4'-0" MIN.
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MANHOLE FRAME
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& COVER
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2-A10
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"
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CURB BOX INLET TYPE A"
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4'X4' BOX
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15"-18" PIPES
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POLYPROPYLENE PLASTIC
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COATED STEPS. SEE
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STD. DWG. 103
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/
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8
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2 "
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4 "
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7
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8
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STANDARD DRAWINGS 320 &
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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%%USECTION B-B
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GUTTER
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GUTTER
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DISTANCE BETWEEN GUTTERLINE AND INVERT H PIPE DIA. MIN. DIST. MIN. DIST. 15" 51" 51" 18" 53" 53"
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 25: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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G:\ENGDATA\Standard Drawings 2017\SD122-2_2017 R2018.dwg, 9/19/2017 11:02:04 AM, AutoCAD PDF (Web and Mobile).pc3

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APPLICABLE SITUATIONS
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%%UDETAIL A'
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%%UISOMETRIC VIEW
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TYPE 1
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TYPE 2
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TYPE 3
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TYPE 4
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TYPE 5
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MARK
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TYPE
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NO.
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LENGTH
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SIZE
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FT.
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IN.
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LOCATION
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8
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2
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H-4"
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FT.
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FT.
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FT.
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FT.
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IN.
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IN.
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IN.
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IN.
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a
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b
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c
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d
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1
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1
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1
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1
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0
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H+10"
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9
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BILL OF REINFORCEMENT
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b
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a
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b
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a
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12"
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H-5"
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1'-1 "
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1'-1
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"
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7
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"
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4
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"
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"
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2
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5
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"
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1'-1 "
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1'-1
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"
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7
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"
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4
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"
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"
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2
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5
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"
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12"
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1'-11"
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1'-6
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"
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c
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d
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a
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b
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b
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%%UBAR TYPES
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STR
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1
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1
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3
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STR
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STR
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1
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1
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STR
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STR
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2
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4
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1
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5
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2
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A1
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A2
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A3
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A4
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A5
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A6
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A7
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A8
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A9
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A10
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A11
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A12
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A13
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A14
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A15
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10
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10
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2
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4
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15*
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2
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19*
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4
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8
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4
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2
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14
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14
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14
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1
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4
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2
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3
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2
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2
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2
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10
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7
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4
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6
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3
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1
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4
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FOOTING
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CHAMBER WALLS
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CHAMBER WALLS
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CHAMBER FRONT WALL
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CHAMBER WALLS
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CHAMBER ABOVE THROAT
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CORNERS
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CHAMBER WALLS & TOP
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TOP SLAB & APRON
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THROAT
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THROAT
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THROAT & APRON
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THROAT
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TOP SLAB
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END THROAT
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#5
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#5
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#5
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#5
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#5
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#5
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#5
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#5
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#5
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#5
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#5
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#5
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#5
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#3
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#5
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1
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0
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1
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11
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1
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0
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1
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6
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7
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4
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0
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3
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0
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8
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11
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6
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122-2
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WORK THIS DWG. WITH STD. DWG. 122-1
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%%UNOTES:
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CURB BOX INLET TYPE A"
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4'X4' BOX
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15'-18" PIPES
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H+(1'-10")
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H+(2'-4")
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H-(1'-4")
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* NO. OF BARS REQUIRED FOR H=4'-0"
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ADD OR DEDUCT 4-A5 & 4-A7 FOR EACH 1'-0" INCREASE OR DECREASE IN H.
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'
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"
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CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI.
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STEEL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. ALL EXPOSED EDGES
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SHALL BE BEVELED " UNLESS OTHERWISE SHOWN.
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THIS DRAWING DEPICTS A CURB BOX INLET IN A GRADE SITUATION. FOR CURB BOX
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BOX IN SAG SITUATION, DETAILS SHALL BE MODIFIED AS INDICATED IN DETAIL A'.
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THE STANDARD OPENING LENGTH IS 10'-0" AS DETAILED HERE. THIS LENGTH MAY
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BE INCREASED OR DECREASED BASED ON HYDRAULIC ANALYSIS AND APPROVAL BY THE
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LEXINGTON-FAYETTE COUNTY URBAN GOVERNMENT ENGINEER. MODIFICATION TO THE
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OPENING LENGTH WILL REQUIRE MODIFICATION OF LENGTH OF BARS A9 & A10
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AND INCREASE OR DECREASE IN NUMBER OF BARS A12, A13 & A14 MAINTAINING THE
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SAME MAXIMUM SPACING SHOWN ON THIS DRAWING.
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MAXIMUM H" FOR APPLICATION OF THIS DRAWING SHALL BE 10 FEET.
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FIELD BEND OR CUT BARS A2, A4, AND A5 AS NECESSARY WHERE PIPES PENETRATE
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CHAMBER WALLS.
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FOR CURB BOX INLET IN CURVE WITH CURB RADIUS OF LESS THAN 25', LONGITUDINAL
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BARS A9, A10 SHALL BE SHOP FABRICATED RADIALLY.
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5
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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%%UGRADE
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%%USAG
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L
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L
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NOTES: AFFIX CIRCULAR MARKER TO THE TOP OF THE INLET BOX, PER MANUFACTURER'S RECOMMENDATIONS: 4" DIAMETER STAINLESS STEEL STAMPED DISK WITH BAKED ENAMEL BLUE BACKGROUND. LOGO OF FISH JUMPING OVER WAVES WITH TEXT ON PERIMETER "STORM DRAIN * DRAINS TO STREAM*". ALMETEK INDUSTRIES OR APPROVED EQUAL.
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 26: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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6 BARS B14 @ 12" = 5'-0"
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12 BARS B13 @ 6" = 5'-6"
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9"
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5'-0" (MIN.)
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TRANSITION ADJOINING CURB
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AND GUTTER
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6"
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3"
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9"
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9 BARS B14 @
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6" = 4'-0"
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6"
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5'-0" (MIN.)
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TRANSITION ADJOINING CURB
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AND GUTTER
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10'-0"
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SLOPE
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PREMOLDED
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EXPANSION JT.
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MATERIAL (TYP.)
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1
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/
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2
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"
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B11
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8-B9 SPA. AS
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SHOWN IN SECTION
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C-C
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B14
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B13
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2"x2" BEVEL
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(TYP.)
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B14
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B13
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SLOPE
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2'-6"
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1'-6"
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B7*
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B8*
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B7*
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B7*
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B7*
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SLOPE
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* LAP w/ B2 BARS
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IN SIDEWALLS
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B5 OR B6 BARS @ 12" SPACING
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(LAP w/ B7 BARS @ CORNERS)
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TOP CROSS SLOPE TO
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MATCH ADJOINING SECTION
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8"
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B14
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B9
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B9
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NORMAL GUTTERLINE
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ELEVATION
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FLOWLINE
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2" CLR.
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(TYP.)
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ROUGHENED
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CONST. JT.
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B2
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6"
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3"
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6"
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6"
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6"
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7"
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3"
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11"
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12"
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12"
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SPACING OF
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B1 BAR
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5'-6"
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ROUGHENED
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CONST. JT.
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B5 BARS@12" SPACING
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(LAP w/ B7 BARS
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@ CORNERS)
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12" MIN.
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COVER
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SUBGRADE
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ELEVATION
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B9
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2"
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6"
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6"
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B4
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B1
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5"
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6"
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6"
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5
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1"
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B14
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B13
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B9
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1
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/
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8
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"
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2
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CLR.
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3
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8
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B9
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B9
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NO CONST.
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JOINT PERMITTED
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2"
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CLR.
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1'-8" MIN. LAP
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2'-6"
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B10
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PERMISSIBLE
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ROUGHENED
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CONST. JT.
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PERMISSIBLE
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ROUGHENED
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CONST. JT.
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8"
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1
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1
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/
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2
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"
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4
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7
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/
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8
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"
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B9
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B9
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3
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"
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B10
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2"
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CLR.
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5"
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6"
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6"
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7"
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2'-O"
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6"
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9"
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12 B12 @ 6" = 5'-6"
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(LAP w/ BARS B13 IN TOP SLAB)
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3"
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5-B4 @ 12" = 4'-0"
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6"
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11'-0"
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B9
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B15
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B12
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7"
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6"
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11"
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B11
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2'-0"
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3'-0"
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5'-0"
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B10
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4"
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4"
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4"
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B5 OR B6
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B3
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B12
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B2
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B5
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B5
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6"
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6"
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12"
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12"
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11"
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7"
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6"
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6-B2 THIS WALL
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3-B2 & B3 OPPOSITE
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WALL
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3"
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3"
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5'-0"
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6"
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6"
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5-B2 @ 12" = 4'-0"
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3"
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3"
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5'-O"
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6'-O"
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ROADWAY GRADE
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3-B9
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9"
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9"
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6"
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9 BARS B14 @ 6"=
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4'-0"
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6 BARS B14 @ 12"=5'-0"
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12 BARS B13 @ 6"=5'-6"
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3"
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11'-0"
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B15
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5-B9
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3-B11
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3-B10
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1'-1"
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2'-6"
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9"
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12 BARS B12 @ 6"=5'-6"
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2"
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2"
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CLR.
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1'-4"
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B7
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PERMISSIBLE
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6'-0"
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6"
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B3
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FORMED
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CONCRETE
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INVERT
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3"
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9"
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5-B1 @ 12"=4'-0"
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9"
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5'-6"
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2"
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CLR.
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B2
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6"
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B5 BARS @ 12"
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SPACING
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H
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B1
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%%UPLAN
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(USE 1'-5" MIN.)
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123-1
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SEE STD. DWG. 123-2 FOR
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BILL OF REINFORCEMENT &
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ADDITIONAL DETAILS.
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PARALLEL TO
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ROADWAY GRADE
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B8*
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MANHOLE FRAME
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& COVER
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PARALLEL TO
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ROADWAY GRADE
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CURB BOX INLET TYPE B"
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5'X5' BOX
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15"-24" PIPES
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"
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POLYPROPYLENE PLASTIC
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COATED STEPS. SEE DETAILS
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STD. DWG. 103
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1
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C
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WEEPHOLE TO ACCOMMODATE PAVEMENT
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SUB-DRAIN (SEE STANDARD DRAWINGS
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320 & 321 FOR DETAILS)
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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MINIMUM H PIPE DIA MIN DIST MIN DIST 15" 51" 51" 18" 53" 53" 24" 60" 60"
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GUTTER
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GUTTER
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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APPLICABLE SITUATIONS
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%%UDETAIL A'
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%%UISOMETRIC VIEW
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TYPE 1
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TYPE 2
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MARK
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TYPE
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NO.
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LENGTH
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SIZE
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LOCATION
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H+10"
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BILL OF REINFORCEMENT
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b
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a
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b
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a
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12"
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1'-1 "
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1'-1
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1'-1
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"
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1'-11"
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1'-6
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"
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c
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%%UBAR TYPES
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STR
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STR
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B14
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B15
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14
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15*
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25*
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5
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FOOTING
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CHAMBER WALLS
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CHAMBER WALLS
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CHAMBER FRONT WALL
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CHAMBER WALLS
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CHAMBER ABOVE THROAT
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CORNERS
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CHAMBER WALLS & TOP
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TOP SLAB & APRON
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THROAT
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THROAT
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THROAT & APRON
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THROAT
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TOP SLAB
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END THROAT
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#5
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123-2
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WORK THIS DWG. WITH STD. DWG. 123-1
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%%UNOTES:
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7.
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CURB BOX INLET TYPE B"
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5'X5' BOX
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15"-24" PIPES
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H+(1'-10")
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H+(2'-4")
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H-(1'-4")
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* NO. OF BARS REQUIRED FOR H=4'-0"
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ADD OR DEDUCT 4-B5 & 4-B7 FOR EACH 1'-0" INCREASE OR DECREASE IN H.
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CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI.
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STEEL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. ALL EXPOSED EDGES
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SHALL BE BEVELED " UNLESS OTHERWISE SHOWN.
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THIS DRAWING DEPICTS A CURB BOX INLET IN A GRADE SITUATION. FOR CURB BOX
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BOX IN SAG SITUATION, DETAILS SHALL BE MODIFIED AS INDICATED IN DETAIL A'.
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THE STANDARD OPENING LENGTH IS 10'-0" AS DETAILED HERE. THIS LENGTH MAY
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BE INCREASED OR DECREASED BASED ON HYDRAULIC ANALYSIS AND APPROVAL BY THE
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LEXINGTON-FAYETTE COUNTY URBAN GOVERNMENT ENGINEER. MODIFICATION TO THE
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OPENING LENGTH WILL REQUIRE MODIFICATION OF LENGTH OF BARS B9 & B10
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AND INCREASE OR DECREASE IN NUMBER OF BARS B12, B13 & B14 MAINTAINING THE
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SAME MAXIMUM SPACING SHOWN ON THIS DRAWING.
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MAXIMUM H" FOR APPLICATION OF THIS DRAWING SHALL BE 10 FEET.
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FIELD BEND OR CUT BARS B2, B4, AND B5 AS NECESSARY WHERE PIPES PENETRATE
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CHAMBER WALLS.
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FOR CURB BOX INLET IN CURVE WITH CURB RADIUS OF LESS THAN 25', LONGITUDINAL
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BARS B9, B10 SHALL BE SHOP FABRICATED RADIALLY.
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30" PIPE MAY BE APPROVED IF BOTH PIPES ARE INSTALLED ON THE SAME LINE.
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DIVISION OF ENGINEERING
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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%%UGRADE
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%%USAG
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L
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L
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NOTES: AFFIX CIRCULAR MARKER TO THE TOP OF THE INLET BOX, PER MANUFACTURER'S RECOMMENDATIONS: 4" DIAMETER STAINLESS STEEL STAMPED DISK WITH BAKED ENAMEL BLUE BACKGROUND. LOGO OF FISH JUMPING OVER WAVES WITH TEXT ON PERIMETER "STORM DRAIN * DRAINS TO STREAM*". ALMETEK INDUSTRIES OR APPROVED EQUAL.
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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3'-3"
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9"
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14 BARS C15 @ 6" = 6'-6"
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6"
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6"
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2"x2" BEVEL
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(TYP.)
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SLOPE
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PREMOLDED
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EXPANSION JT.
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MATERIAL (TYP.)
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2
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1
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C13
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C13
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C15
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5-C11 SPA. AS
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SHOWN IN
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SECTION C-C
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SLOPE
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1'-7"
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C15
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SLOPE
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* LAP w/ C3 BARS
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IN SIDEWALLS
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C9*
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2'-0"
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10'-0"
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MANHOLE FRAME
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& COVER
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NORMAL GUTTERLINE
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ELEVATION
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FLOW LINE
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6"
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ELEVATION
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C10
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1'-10"
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C5
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C2
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8"
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6"
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COVER
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12' MIN.
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3"
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7-C1 @ 6" = 3'-0"
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3"
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3'-6"
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C15
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6"
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6"
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CLR.
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C10
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C14
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3 "
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3 "
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4 "
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NO CONST.
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JOINT PERMITTED
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2"
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CLR.
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2'-6"
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1'-8" MIN. LAP
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2"
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CLR.
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3'-0"
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6"
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5 BARS C12@6"=2'-0"
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6"
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C10
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9"
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3"
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4-C5@12"=3'-0"
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6"
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11'-0"
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C8 (TYP. CORNERS)
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C16
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C14
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6"
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6"
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5-C13@6"
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1'-2"
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6"
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4"
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4"
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8"
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C10
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7'-10"
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6"
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4-C3@12"=3'-0"
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6"
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3"
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4'-0"
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3"
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C6
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C14
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C7
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C6
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C7
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5-C3@6"
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5-C4@6"
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3'-0"
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6"
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6"
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3"
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3"
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5-C11
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3'-9"
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11'-0"
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9"
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ROADWAY GRADE
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PARALLEL TO
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ROADWAY GRADE
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5-C13
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2'-6"
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C16
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5-C12
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5-C8
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9"
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14 BARS C14 @ 6" = 6'-6"
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3"
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7'-0"
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C4
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FORMED
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CONCRETE
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INLET
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5-C9
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1'-4"
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PERMIS.
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C.J.
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C3
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C6 BARS @ 12"
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SPACING
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8"
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H 4'3" MIN.
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6"
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C1
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9"
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9"
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4'-6"
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2"
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CLR.
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WEEPHOLE TO ACCOMMODATE
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PAVEMENT SUB-DRAIN (SEE
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%%UPLAN
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%%USECTION A-A
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%%USECTION B-B
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%%USECTION D-D
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%%USECTION C-C
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C
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TOP CROSS SLOPE TO
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MATCH ADJOINING
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SECTION
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3'-0"
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GUTTER WIDTH W'
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(USE 1'-5" MIN.)
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124-1
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SEE STD. DWG. 124-2 FOR
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BILL OF REINFORCEMENT
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& ADDITIONAL DETAILS.
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5'-0" (MIN.)
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TRANSITION ADJOINING
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CURB & GUTTER
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5'-0" (MIN.)
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TRANSITION ADJOINING
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CURB & GUTTER
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14 BARS C15 @ 6" = 6'-6"
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4-C2@12"=3'-0"
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C7 BARS@12" SPACING
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(LAP w/ C8 BARS
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@ CORNERS)
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'
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CURB BOX INLET TYPE C"
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4'X3' BOX
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SINGLE PIPE
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15" OR LESS
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POLYPROPYLENE PLASTIC
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COATED STEPS. SEE
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DETAILS STD. DWG. 103
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6"
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1'-1"
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STANDARD DRAWINGS 320 &
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321 FOR DETAILS)
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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GUTTER
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GUTTER
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 29: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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APPLICABLE SITUATIONS
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%%UDETAIL A'
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%%UISOMETRIC VIEW
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C1
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C2
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#5
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#5
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#5
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STR
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STR
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3
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STR
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STR
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STR
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7
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7*
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6*
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19*
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5
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5
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5
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14
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FOOTING
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FOOTING
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CHAMBER WALLS
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CHAMBER WALLS
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CHAMBER WALLS
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CHAMBER WALLS
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CHAMBER WALLS
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CORNERS
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CHAMBER WALLS & TOP
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THROAT & APRON
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TOP SLAB
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THROAT
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END THROAT
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THROAT & APRON
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THROAT
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END THROAT
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TYPE 1
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TYPE 2
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TYPE 3
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TYPE 4
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MARK
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TYPE
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NO.
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LENGTH
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SIZE
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FT.
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IN.
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LOCATION
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4
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3
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2
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2
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7
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2
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H-4"
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FT.
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FT.
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FT.
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FT.
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IN.
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IN.
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IN.
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IN.
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a
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b
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c
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d
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1
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1
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1
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1
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2
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1
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2
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0
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0
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4
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4
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1
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11
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6
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H+10"
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1
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0
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2
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BILL OF REINFORCEMENT
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* NO. OF BARS REQUIRED FOR H=4'-0"
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ADD OR DEDUCT 2-C6, 2-C7 & 4-C8 FOR EACH 1'-0" INCREASE OR DECREASE IN H.
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b
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a
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b
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a
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12"
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H-5"
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1'-1 "
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1'-1
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"
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7
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"
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4
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"
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"
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2
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5
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"
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1'-1
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"
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7
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"
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4
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"
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"
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2
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5
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"
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12"
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1'-11"
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2'-6
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"
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%%UBAR TYPES
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124-2
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WORK THIS DWG. WITH STD. DWG. 124-1
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%%UNOTES:
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H+(1'-10")
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H+(2'-4")
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H-(1'-4")
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"
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'
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CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI.
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STEEL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. ALL EXPOSED EDGES
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SHALL BE BEVELED " UNLESS OTHERWISE SHOWN.
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THIS DRAWING DEPICTS A CURB BOX INLET IN A GRADE SITUATION. FOR CURB
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BOX INLET IN SAG SITUATION, DETAILS SHALL BE MODIFIED AS INDICATED IN DETAIL A'.
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THE STANDARD OPENING LENGTH IS 10'-0" AS DETAILED HERE. THIS LENGTH MAY
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BE INCREASED OR DECREASED BASED ON HYDRAULIC ANALYSIS AND APPROVAL BY THE
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LEXINGTON-FAYETTE URBAN COUNTY GOVERNMENT ENGINEER. MODIFICATION TO THE
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OPENING LENGTH WILL REQUIRE MODIFICATION OF LENGTH OF BARS C10, C11 & C12
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AND INCREASE OR DECREASE IN NUMBER OF BARS C14 & C15 MAINTAINING THE
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SAME MAXIMUM SPACING SHOWN ON THIS DRAWING.
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MAXIMUM H" FOR APPLICATION OF THIS DRAWING SHALL BE 5 FEET.
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FIELD BEND OR CUT BARS C3, C5, C6 & C7 AS NECESSARY WHERE PIPES PENETRATE
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CHAMBER WALLS.
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FOR CURB BOX INLET IN CURVE WITH CURB RADIUS OF LESS THAN 25',
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LONGITUDINAL BARS C10, C11 & C12 SHALL BE SHOP FABRICATED RADIALLY.
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/
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7
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1'-1 "
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CURB BOX INLET TYPE C"
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4'X3' BOX
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SINGLE PIPE
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15" OR LESS
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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%%UGRADE
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%%USAG
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L
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L
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NOTES: AFFIX CIRCULAR MARKER TO THE TOP OF THE INLET BOX, PER MANUFACTURER'S RECOMMENDATIONS: 4" DIAMETER STAINLESS STEEL STAMPED DISK WITH BAKED ENAMEL BLUE BACKGROUND. LOGO OF FISH JUMPING OVER WAVES WITH TEXT ON PERIMETER "STORM DRAIN * DRAINS TO STREAM*". ALMETEK INDUSTRIES OR APPROVED EQUAL.
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 30: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

DUMP NO WASTEDRAINS TO STREAM

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SEE
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NOTE
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1
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D
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D
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C
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C
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2"x4" KEY AT
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CONSTRUCTION JOINTS
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125
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CURB BOX INLET
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TYPE D"
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%%UPLAN
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%%UISOMETRIC VIEW
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%%UGRATE DETAIL
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%%USECTION D-D
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%%USECTION C-C
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%%UNOTES:
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7.
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CURB BOX ADJUSTABLE 6" TO 9" TO MATCH
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TOP OF CURB.
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NO. 5 STEEL SHALL BE USED THROUGHOUT ON
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12" CENTERS. 2" CLEARANCE ON ALL EXTERIOR
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WALL BARS. EXTERIOR HORIZ. WALL BARS SHALL
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HAVE A 12" MIN. LAP AT CORNERS.
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ALL EXPOSED FLATWORK SHALL HAVE A HAND
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FLOATED AND BROOMED FINISH.
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NO STEEL IS REQUIRED IN BOTTOM SLAB.
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ALL VERTICAL STEEL SHALL EXTEND 4" INTO
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BOTTOM SLAB. VERTICAL STEEL SHALL HAVE A
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12" LAP INTO BOTTOM SLAB WITH 3" CLEARANCE
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FROM EXTERIOR BOTTOM.
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SET BACK OF FRAME IN CONCRETE TO ANCHOR
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IN PLACE AFTER IT HAS BEEN ADJUSTED.
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18" MAX. PIPE DIAMETER.
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2"
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FLOW
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EAST JORDAN IRON WORKS CATCH BASIN CURB
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INLET 7035 WITH TYPE M6 GRATE OR EQUIVALENT.
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8.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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TOP OF CURB SECTION SHALL BE CAST WITH
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"DUMP NO WASTE DRAINS TO STREAM".
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9.
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 31: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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126
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%%USECTION A-A
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A
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A
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B
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B
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%%USECTION B-B
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C BARS
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A BARS
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+
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+
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ALTERNATE PIPE
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LOCATION
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D BARS
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A BARS
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PRECAST TOP SLAB
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IN 2 OR 3 SECTIONS
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FOR A SIDE OR BOTTOM SPRING INLET.
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LOCATION OF OPENING MAY BE DETERMINED IN THE FIELD
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2.
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1.
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2'-8"
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4'-6"
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3'-1"
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3'-1"
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1'-8"
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7'-10"
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1'-2"
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1'-2"
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1'-0"
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3'-0"
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9"
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4'-9"
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C BARS
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1'-2"
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4"
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4'-0"
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2"
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9"
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5'-6"
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9"
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4 "
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3'-1"
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3'-1"
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1'-8"
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7'-10"
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1'-0"
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4'-9"
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3'-0"
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9"
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1'-2"
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1'-2"
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1'-2"
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4" TILE
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4"
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4'-8 "
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4'-0"
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D BARS
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2"
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2"
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4
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/
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"
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1
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2
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9"
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9"
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5'-6"
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4" TILE WHERE
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NEEDED
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LAP C" BARS
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10 INCHES
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D
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D
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A
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A
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A
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C
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D
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C
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12"
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15" OR
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18" PIPE
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"
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BILL OF REINFORCEMENT
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"
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TYPE A" TO BE USED WHEN FILL OVER TOP IS 10' OR MORE.
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MARK
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SIZE
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QUANTITY
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LENGTH
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LOCATION
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DESCRIPTION
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A
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C
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D
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10
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6
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16
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"
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"
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4'-7"
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9'-9"
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3'-4"
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TOP SLAB
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WALL
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"
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STRAIGHT
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BENT
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STRAIGHT
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STEEL REINFORCEMENT 105 LBS.
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12" CLASS A" CONCRETE 4.61 CU. YDS.
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15" CLASS A" CONCRETE 4.59 CU. YDS.
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18" CLASS A" CONCRETE 4.58 CU. YDS.
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"
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"
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"
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%%UPLAN
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%%UDETAIL C-BAR
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SPRING BOX INLET
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TYPE A"
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"
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BACKFILL WITH COARSE
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AGGREGATE USED IN
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CLASS A" CONCRETE
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"
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%%UNOTES:
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1
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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127
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+
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B
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B
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A
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%%USECTION A-A
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%%USECTION B-B
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36" R.C. PIPE
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CLASS III
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1
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1
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+
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+
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D+2t
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4" TILE WHERE NEEDED
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%%UPLAN
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A
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3'-8"
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4"
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4"
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PRECAST REINFORCED
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CONCRETE COVER
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CLASS A"
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6"
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6"
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12"
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2'-6"
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2'-0"
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2'-6"
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7'-0"
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C
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L
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12"
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2'-6"
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2'-0"
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2'-6"
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7'-0"
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4'-0"
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6"
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4"
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3'-8"
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4"
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1"
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%%UNOTES:
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1
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MARK
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SIZE
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QUANTITY
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LENGTH
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NO.3
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A
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B
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C
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D
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4
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4
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4
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1'-0"
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2'-5"
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3'-2"
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MARK
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LOCATION
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DESCRIPTION
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A
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B
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TOP
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STRAIGHT
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"
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STEEL REINFORCEMENT 13 LBS.
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CLASS A" CONCRETE 1.54 CU. YDS.
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BILL OF REINFORCEMENT
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A
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A
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A
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A
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B
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B
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D
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C
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C
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D
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BACKFILL WITH COARSE AGGREGATE
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USED IN CLASS A" CONCRETE.
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"
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"
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"
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"
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SPRING BOX INLET
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TYPE B"
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1. SPRING BOX INLET TYPE B" MAY BE USED WHEN FILL OVER TOP IS LESS THAN 10'.
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12", 15", OR 18" DIAMETER PIPE OUTLET (SEE PIPE SECTIONS FOR SIZE AND TYPE)
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2. MORTAR AROUND PIPE TO PREVENT SEEPAGE.
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3. STEEL REINFORCEMENT PLACED 6" ON CENTERS.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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2
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2
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 33: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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4
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2
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3
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1
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1
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A
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GRATE CONNECTED TO WALL
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2
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1
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A
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4
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1
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GRATE CONNECTED TO FRAME
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4
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CHAIN SHACKLE, OR COLD SHUT OF AN APPROVED TYPE.
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1
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2
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3
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4
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ALL HARDWARE SHALL BE GALVANIZED AND OF COMMERICAL QUALITY AND SHALL BE APPROVED BY THE ENGINEER.
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6.
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7.
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8.
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9.
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THE COST OF THE COMPLETE SECURITY DEVICE, INSTALLED, SHALL BE INCIDENTAL TO THE COST OF THE STRUCTURE.
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THE DESIGNS SHOWN ARE ACCEPTABLE; HOWEVER ARE SUBJECT TO CHANGE IF APPROVED IN WRITING BY THE ENGINEER.
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ALL EYE BOLTS SHALL HAVE A CONTINUOUS OR SOLID EYE.
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PLAN VIEW
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SECTION A-A
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GRATE CONNECTED TO FRAME
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A
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A
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2
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2
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5
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1
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1
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5
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ALTERNATE FOR
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STRUCTURAL STEEL
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MEMBERS
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GRATE CONNECTED TO WALL
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PLAN VIEW
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SECTION B-B
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B
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B
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3
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1
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2
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1
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2
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1
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4
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A
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LUG ON CENTER CROSS MEMBER
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AND BOLT ASSEMBLY
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2"
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3
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/
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2
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"
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1"
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6"
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1"
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2"
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4"
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3
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/
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8
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"
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DIA.
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U-BOLT
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1
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/
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4
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"
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"
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%%UNOTES:
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%%UTYPICAL ILLUSTRATIONS FOR CASTINGS
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%%UTYPICAL ILLUSTRATIONS FOR STRUCTURAL STEEL UNITS
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3
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/
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8
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3
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/
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8
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" x 6" EYE BOLT, NUT, AND WASHER.
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" HEX HEAD CAP SCREW (GRADE 2), NUT AND WASHERS. LENGTH DETERMINED BY THICKNESS OF FRAME OR GRATE.
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3
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/
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8
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" DIA. HOLE FOR CAP SCREW. BATTER THREADS ON CAP SCREW TO PREVENT REMOVAL OF NUT.
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7
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/
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16
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" EYE BOLT (LENGTH DETERMINED BY THE FRAME DIMENSION).
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3
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/
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8
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128
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TYP.
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TYP.
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(AXONOMETRIC VIEW)
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SECURITY DEVICES FOR
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FRAMES AND GRATES
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" PROOF COIL CHAIN OF SUFFICIENT LENGTH TO ALLOW REMOVAL AND DISPLACEMENT OF GRATE, 18" MIN.
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1
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 34: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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NOTES:
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2' MIN.
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2:1 MAX.
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"
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:1"
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MIN.
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2
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3
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2
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VARIABLE
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VARIABLE
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%%UTYPICAL SECTION
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1
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1
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1
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AGGREGATE
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CHANNEL LINING
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SEE SHEET 130-2 FOR CHANNEL
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SHEET NOTES:
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130-1
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FILTER FABRIC
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1. AGGREGATE CHANNEL LINING WILL NOT BE REQUIRED IN THE BOTTOM OF THE DITCH WHERE
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SOLID ROCK IS ENCOUNTERED. SIDE SLOPES SHALL BE LINED.
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2. AGGREGATE ESTIMATED ON THE BASIS OF 0.50 TON/SQ. YD. PER FOOT OF DEPTH.
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1 WIDEN CHANNEL LINING AT STRUCTURES TO PREVENT EROSION.
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2 ALTERNATE LOCATION OF GROUNDLINE.
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3 MINIMUM DEPTH OF CHANNEL LINING SHALL BE 24". LESSER DEPTHS SHALL HAVE APPROVAL
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FROM THE ENGINEER. STONE SHALL BE WELL GRADED SO THAT OPENINGS BETWEEN
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LARGER STONES ARE FILLED WITH SMALLER STONES.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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LINING MATERIAL NOTES
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 35: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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130-2
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%%UNOTES:
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AGGREGATE
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CHANNEL LINING
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SIEVE SIZE
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(INCHES)
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3
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2
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1
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PERCENT PASSING
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100
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70-85
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0-10
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PLASTIC FILTER FABRIC MAY BE USED IN PLACE OF OR IN CONJUNCTION WITH
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GRAVEL FILTERS. THE FOLLOWING PARTICLE SIZE RELATIONSHIPS MUST EXIST:
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BEDDING SHOULD BE AT LEAST THREE INCHES AND SPREAD UNIFORMLY.
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2.) TOTAL OPEN AREA OF FILTER IS LESS THAN 36 PERCENT.
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FOR FILTER FABRIC ADJACENT TO ALL OTHER SOILS:
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2.) TOTAL OPEN AREA OF FILTER IS LESS THAN 10 PERCENT.
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NO FILTER FABRIC SHOULD BE USED WITH LESS THAN 4 PERCENT OPEN AREA OR
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AN EOS* LESS THAN U.S. STANDARD SIEVE NO. 100.
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1.) EOS* LESS THAN U.S. STANDARD SIEVE NO. 70
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THE FOLLOWING CHART SHOWS HOW TO DETERMINE THE DIAMETER OF STONE IN
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RELATION TO DESIGN VELOCITY.
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VELOCITY
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(FEET/SECOND)
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4
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6
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8
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10
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A.
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BEDDING MATERIAL SHOULD NOT BE SMALLER THAN KDOT NO. 2 COARSE
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AGGREGATE STONE. THE REQUIREMENTS FOR KDOT NO. 2 COARSE
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AGGREGATE STONE ARE AS FOLLOWS:
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EOS* FILTER FABRIC (mm)
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> 1
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FOR FILTER FABRIC ADJACENT TO GRANULAR MATERIALS CONTAINING 50 PER-
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CENT OR LESS (BY WEIGHT) OF FINE PARTICLES (LESS THAN 0.074 mm):
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1.) D (PARTICLE DIAMETER) 85 BASE (mm)
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B.
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4.
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5.
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6.
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3.
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2.
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1.
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1
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2
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1
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2
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2
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1
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2
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/
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*EOS - EQUIVALENT OPENING SIZE TO A U.S. STANDARD SIEVE SIZE.
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STONE DIAMETER
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(INCHES)
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2
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5
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9
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14
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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SEE SHEET 130-1 FOR AGGREGATE
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CHANNEL LINING MATERIAL DRAWINGS
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 36: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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9'-0" MIN.
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4-NO. 8 BARS 3'-0" LONG
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USED TO ANCHOR CHANNEL
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LINING 1 (EACH UNIT)
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DIRECTION
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OF
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FLOW
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1'-0" MIN.
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CHANNEL LINING
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6'-0" WIDE
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CUT OFF ANCHORS
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WHEN ROCK IS ENCOUNTERED
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ORIGINAL GROUND LINE
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%%UPLAN
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%%uELEVATION
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%%UISOMETRIC
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%%UVIEW
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SEAMS
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FILTER
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FABRIC
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FILTER
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FABRIC
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2.
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3.
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4.
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1.
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MATTRESS
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CHANNEL LINING
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131
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1
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SHEET NOTES:
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NOTES:
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9" MIN.
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WIDTH
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LENGTH
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ANCHORS REQUIRED WHEN LINING IS PLACED ON 5% GRADE OR GREATER.
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SECURE THE LACING WIRE AT THE CORNER OF THE BASKET BY LOOPING AND TWISTING, CONTINUE LACING
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THROUGHOUT WITH DOUBLE LOOPS AT APPROXIMATELY 5 INCH INTERVALS. EACH UNIT SHALL CONSIST
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OF LININGS SUPPLIED IN WIDTHS OF 6'-0" AS SHOWN AND LENGTHS IN MULTIPLES OF 3'-0".
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AGGREGATE ESTIMATED ON THE BASIS OF 0.375 TONS PER SQ. YD.
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MATTRESS SHALL BE MANUFACTURED FROM WIRE WITH A MINIMUM
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TENSILE STRENGTH OF 40,000 PSI.
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STONE SIZE PER MANUFACTURER SPECIFICATIONS.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 37: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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W2.9 X W2.9
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WWF 6 X 6
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B
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B
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A
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A
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C
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C
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%%UNOTES:
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2'-0"
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1'-0"
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12"
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2:1 SLOPE
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(TYP.)
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%%USECTION A-A
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%%USECTION B-B
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%%USECTION C-C
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%%UPLAN
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%%UELEVATION
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(@ CONSTRUCTION JOINT)
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PAVED DITCH
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1.
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3.
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4.
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5.
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6.
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2.
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132
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USE "CLASS A" CONCRETE THROUGHOUT.
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COMPACTION, FINISHING AND CURING SHALL BE THE SAME AS REQUIRED
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FOR CONCRETE SIDEWALK (USE WHITE COMPOUND).
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IF THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT IN THE
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POURING OF THE PAVED DITCH, NO. 4 TIE BARS SPACED 6" O.C. SHALL
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BE USED (SEE SECTION C-C).
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INTERMEDIATE ANCHORS MAY BE REQUIRED BY THE ENGINEER FOR SPECIAL
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CASES. A SPECIAL DESIGN WILL BE REQUIRED IN THIS SITUATION.
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SHOULD THE TERRAIN OF THE EXISTING GROUND BE SO THAT WATER WOULD
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DRAIN INTO THE DITCH FROM ONE SIDE ONLY, THEN SODDING WILL BE REQUIRED
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ON THAT ONE SIDE ONLY OF THE DITCH.
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EXPANSION JOINTS & SEALER REQUIRED ON ENDS ABUTTING STRUCTURES AND
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ANCHORS ON ENDS NOT ABUTTING STRUCTURES.
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7.
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IF FIBER REINFORCED CONCRETE IS USED THE WWF 6 x 6 MAY BE ELIMINATED.
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8.
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DO NOT PLACE PAVED DITCH ON DISTURBED SOIL.
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#4 BARS
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(MIN.)
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(MIN.)
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(MIN.)
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SOD
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SOD
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SOD
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SOD
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ORIGINAL GROUND
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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TOP OF CHANNEL SHALL BE AT OR ABOVE ANTICIPATED WATER SURFACE ELEVATION AND A MINIMUM OF 12" DEEP
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 38: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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9"
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C
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1
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D
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6"
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B
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A
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6"
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6"
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6"
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6"
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1
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D
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C
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E
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X
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X
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%%UPLAN ELEVATION
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%%USECTION X-X
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%%UISOMETRIC VIEW
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SEE NOTES 4 & 5
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HEADWALL DIMENSIONS
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A
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B
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C
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D
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E
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DIA.
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OF
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PIPE
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HEADWALL
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TYPE
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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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6.
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NOTES:
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STRAIGHT HEADWALLS
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150
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15"
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18"
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21"
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24"
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27"
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15"
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18"
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21"
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24"
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27"
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1'-2 "
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1'-3"
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1'-3 "
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1'-4"
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1'-4 "
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1'-2 "
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1'-3"
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1'-3 "
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1'-4"
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1'-4 "
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4'-3"
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4'-6"
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4'-9"
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5'-0"
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5'-3"
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4'-9"
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5'-0"
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5'-3"
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5'-6"
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5'-9"
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2'-9"
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3'-0"
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3'-3"
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3'-6"
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3'-9"
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3'-3"
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3'-6"
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3'-9"
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4'-0"
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4'-3"
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6'-9"
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7'-6"
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8'-3"
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9'-0"
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9'-9"
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8'-3"
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9'-0"
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9'-9"
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10'-6"
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11'-3"
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"
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1'-8 "
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1'-9"
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1'-9 "
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1'-10"
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1'-10 "
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1'-8 "
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1'-9"
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1'-9 "
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1'-10"
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1'-10 "
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4
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STANDARD
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5
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RAISED
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HEIGHT OF FOOTER SHALL BE 18" FOR
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SOIL AND 12" IN ROCK.
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ALL EXPOSED EDGES TO BE CHAMFERED ".
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ALL EXPOSED SURFACES TO HAVE A RUBBED
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FINISH.
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STANDARD HEADWALLS ARE FLUSH WITH SOIL FILL.
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RAISED HEADWALLS PROTRUDE 6" ABOVE SOIL FILL.
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CHAIN LINK FENCE IS REQUIRED ON ALL HEADWALLS
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WHEN VERTICAL FACE D" IS GREATER THAN 30".
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SOIL SLOPE
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3
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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DATE
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 39: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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%%UFRONT ELEVATION
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SEE NOTES 4 & 5
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HEADWALL DIMENSIONS
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DIA.
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OF
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PIPE
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HEADWALL
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TYPE
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STANDARD
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ELL
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RAISED
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ELL
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151
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15"
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18"
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4'-9"
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5'-0"
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5'-6"
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5'-9"
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2'-9"
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3'-0"
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3'-3"
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3'-6"
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3'-9"
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3'-3"
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3'-6"
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3'-9"
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4'-0"
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4'-3"
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2'-3"
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2'-6"
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2'-9"
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3'-0"
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3'-3"
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3'-0"
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3'-3"
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3'-6"
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3'-9"
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4'-0"
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6'-3"
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3'-9"
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3'-9"
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4'-0"
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4'-6"
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1'-9"
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1'-9 "
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1'-9 "
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3'-11 "
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"
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ELL HEADWALLS
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SOIL SLOPE
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SOIL SLOPE
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HEIGHT OF FOOTER SHALL BE 18" FOR
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SOIL AND 12" IN ROCK.
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ALL EXPOSED EDGES TO BE CHAMFERED ".
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ALL EXPOSED SURFACES TO HAVE A RUBBED
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FINISH.
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STANDARD HEADWALLS ARE FLUSH WITH SOIL FILL.
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RAISED HEADWALLS PROTRUDE 6" ABOVE SOIL FILL.
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CHAIN LINK FENCE IS REQUIRED ON ALL HEADWALLS
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WHEN VERTICAL FACE D" IS GREATER THAN 30".
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 40: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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BEVEL (TYP.)
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152
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DIMENSIONS
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C.Y. CONC.
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ONE
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HEADWALL
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DIMENSIONS AND QUANTITIES
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36"
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1'-6"
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2'-9"
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3'-9"
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6'-2"
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3'-9"
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5'-2"
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2.96
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1'-3"
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4'-6"
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1'-6"
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3'-0"
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4'-0"
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6'-6"
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4'-0"
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5'-9"
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3.53
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1'-4"
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5'-0"
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1'-6"
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3'-6"
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4'-6"
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7'-2"
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4'-6"
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6'-10"
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4.72
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1'-5"
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5'-6"
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1'-6"
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4'-0"
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4'-9"
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7'-7"
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4'-9"
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7'-11"
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6.03
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1'-6"
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6'-6"
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2'-0"
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4'-6"
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5'-0"
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8'-O"
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9'-0"
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8.79
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DIAMETER OF PIPE
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U-TYPE HEADWALLS
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SOLID CONCRETE BOTTOM REQUIRED.
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SHEET NOTE:
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1. VOLUME DISPLACED BY BARREL OF PIPE HAS BEEN COMPUTED
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USING INSIDE DIAMETER OF PIPE.
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2. CHAIN LINK FENCE IS REQUIRED ON ALL HEADWALLS
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WHEN VERTICAL FACE D" IS GREATER THAN 30".
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"
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 41: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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15%%D
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1'-6"
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8"
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CONSTRUCTION JOINT
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REQUIRED
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8"
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T
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8"
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SLOPE
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%%USECTION A-A
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15"
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18"
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21"
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24"
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27"
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2'-0"
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2'-9"
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4'-0"
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2 "
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0.90
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10
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2'-3"
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2'-6"
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2'-9"
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3'-0"
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3'-0"
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3'-3"
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3'-6"
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3'-9"
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5'-0"
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4'-6"
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5'-0"
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5'-6"
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6'-0"
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6'-11 "
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2 "
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2 "
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3"
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3
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0.97
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1.17
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1.38
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1.62
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11
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12
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13
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C.Y.
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LBS.
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CLASS
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CONC.
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REINF.
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STEEL
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PIPE
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DIA.
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DIMENSIONS
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3
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153
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PIPE CULVERT HEADWALLS
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0%%D SKEW
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15"-27" CIRCULAR PIPE
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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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7.
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SHEET NOTES:
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2
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REINFORCING STEEL MINIMUM GRADE 40, EVENLY SPACED (MIN.
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SPACING 12" O.C.)
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VOLUME DISPLACED BY PIPE COMPUTED USING INSIDE DIAMETER OF PIPE.
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WING ANGLES AND / OR DIMENSIONS MAY BE ALTERED DURING CONSTRUCTION
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TO ACCOMMODATE FLOW OF WATER.
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APRON BETWEEN WINGS SHALL BE SLOPED IN DIRECTION OF FLOW EQUAL
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TO SLOPE OF PIPE, BUT NOT TO EXCEED 5%. FRONT FACE OF HEADWALL
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SHALL REMAIN VERTICAL.
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CHAIN LINK FENCE IS REQUIRED ON ALL HEADWALLS WHEN VERTICAL FACE
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C" IS GREATER THAN 30".
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ALL EXPOSED EDGES ARE TO HAVE " CHAMFER.
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SKEWED PIPE REQUIRES SPECIAL DESIGN.
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"
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6 #4 x 1'-0" DOWELS
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4 #4 x ( E" DIMENSION MINUS 4")
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SLOPE SHALL BE WARPED TO FIT HEADWALL WHEN
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PIPE IS SKEWED AND / OR NORMAL SLOPE VARIES
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FROM 2:1.
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0'-7 "
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0'-10 "
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1'-0"
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0'-9"
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 42: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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E
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1
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2"
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W
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3"
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2"
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6"
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T
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B OR V
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4"
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12"
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ROUGHENED
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CONSTRUCTION
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JOINT
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C
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B
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2"
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TYP.
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%%UPLAN VIEW
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%%USECTION A-A
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%%UFRONT ELEVATION
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%%USECTION B-B
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%%UWING SECTION
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%%UWING SECTION
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30"-60" CIRCULAR PIPE
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66"-108" CIRCULAR PIPE
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A
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SHEET 1 OF 4
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154-1
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G
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1
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DIAMETER OF PIPE
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SHEET NOTE:
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1.
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2.
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4.
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(SPACED AS
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SHOWN)
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(SPACED AS
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SHOWN)
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PIPE CULVERT HEADWALLS
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0%%D SKEW
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30"-108" PIPE
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APPLIES TO 66" DIAMETER AND GREATER. (CIRCULAR PIPE)
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SEE SHEETS 2, 3, AND 4 OF CURRENT STD. DWG. 154 FOR DIMENSIONS, QUANTITIES, AND BILL OF REINFORCEMENT.
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DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 2" CLEAR DISTANCE UNLESS OTHERWISE NOTED.
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ENCIRCLED LETTERS, , INDICATE STEEL BAR LOCATIONS.
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BARS B C G P M V ARE SPACED 1'-0" O.C. ALL OTHER BARS SHALL BE EVENLY SPACED.
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BARS B AND V ARE PLACED IN ORDER OF INCREASING LENGTHS, BEGINNING AT THE END OF EACH WING.
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BARS C ARE PLACED IN ORDER OF INCREASING LENGTHS, BEGINNING AT TOP OF EACH WING.
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HEADWALLS LOCATED AT EDGE OF SHOULDER SHALL BE PARALLEL TO CENTERLINE OF THE ROAD.
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APRON BETWEEN WINGS SHALL BE SLOPED IN DIRECTION OF FLOW EQUAL TO SLOPE OF PIPE, NOT TO EXCEED 5%.
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FRONT OF HEADWALL AND ENDS OF WINGS SHALL REMAIN VERTICAL.
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FENCE AND / OR HANDRAIL IS REQUIRED FOR ALL HEADWALLS, SEE STD. DWG. 308.
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ALL EXPOSED EDGES ARE TO HAVE " CHAMFER.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 43: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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DIMENSION
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30"
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36"
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42"
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48"
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54"
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60"
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66"
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72"
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78"
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84"
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90"
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96"
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102"
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108"
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DIMENSION
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3'-9"
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4'-4"
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4'-11"
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5'-6"
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6'-1"
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6'-8"
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7'-5"
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8'-0"
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8'-7"
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9'-2"
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9'-9"
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10'-4"
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10'-11"
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11'-6"
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1'-3"
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1'-6"
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1'-9"
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2'-0"
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2'-3"
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2'-6"
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2'-9"
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3'-0"
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3'-9"
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3'-6"
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4'-7"
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5'-1"
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5'-8"
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6'-2"
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8'-0"
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8'-6"
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9'-1"
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9'-7"
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10'-2"
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3'-1"
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4'-10"
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5'-5"
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6'-7"
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7'-2'
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7'-9"
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8'-11"
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9'-11"
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10'-7"
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11'-3"
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11'-11"
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12'-7"
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13'-3"
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7'-6"
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8'-8"
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11'-2"
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12'-6"
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13'-8"
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15'-2"
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16'-6"
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17'-8"
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19'-0"
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20'-2"
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21'-6"
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22'-8"
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24'-0"
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3'-9"
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4'-4"
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5'-0"
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5'-7"
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6'-3"
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6'-10"
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7'-7"
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8'-3"
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8'-10"
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9'-6"
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10'-1"
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10'-9"
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11'-4"
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12'-0"
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0'-3.5"
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0'-4.0"
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0'-4.5"
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0'-5.0"
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0'-5.5"
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0'-6.0"
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0'-6.5"
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0'-7.0"
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0'-8.0"
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0'-9.0"
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0'-10.0"
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0'-8"
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0'-8"
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1'-0"
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0'-10"
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-
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2'-6"
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2'-0"
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1'-3"
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3'-0"
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1'-9"
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DIAMETER OF PIPE
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CU.YDS.CONC.
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2
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HEADWALLS
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CU.YDS.CONC.
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2
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HEADWALLS
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LBS.STEEL
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2
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HEADWALLS
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3.36
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281
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4.30
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363
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5.35
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430
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6.53
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496
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7.82
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583
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9.22
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687
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18.76
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1320
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20.95
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1571
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23.25
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1815
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25.67
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2043
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31.48
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2451
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34.31
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2753
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37.25
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3050
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40.32
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3379
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2'-6"
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7'-5"
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0'-5"
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0'-6"
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DIMENSIONS AND QUANTITIES
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30"-108" HEADWALLS
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CIRCULAR PIPE
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O%%D SKEW
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154-2
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SHEET 2 OF 4
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LBS.STEEL
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2
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HEADWALLS
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 44: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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48"
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66"
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78"
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72"
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84"
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90"
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42" (CONTINUED)
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54" (CONTINUED)
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66" (CONTINUED)
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78" (CONTINUED)
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BENT BAR SHAPES
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BARS P AND V
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NO
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BILL OF REINFORCEMENT
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CIRCULAR PIPE HEADWALLS
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 45: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD154-4.dwg, 9/19/2017 2:25:57 PM, AutoCAD PDF (Web and Mobile).pc3

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96"
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108"
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10
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3
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0
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11
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2
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9
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28
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4
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4
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16
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13
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1
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0
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5
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3
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7
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28
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7
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5
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4
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10
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4
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4
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3
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11
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5
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4
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3
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22
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7
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6
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7
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6
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5
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4
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3
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3
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2
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3
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5
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7
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8
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10
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1
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13
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11
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9
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7
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5
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154-4
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NOTES:
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NO
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NO
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NO
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NO
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SHEET 4 OF 4
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NO
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BILL OF REINFORCEMENT
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96"-108" DIAMETER
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CIRCULAR PIPE HEADWALLS
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0%%D SKEW
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1
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 46: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD158.dwg, 9/19/2017 2:28:05 PM, AutoCAD PDF (Web and Mobile).pc3

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%%UNOTES:
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STANDARD
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DOUBLE
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LINE
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STANDARD
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TRIPLE
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LINE
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RAISED
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DOUBLE
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LINE
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RAISED
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TRIPLE
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LINE
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18"
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24"
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18"
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24"
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18"
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24"
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18"
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24"
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1'-9"
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1'-10"
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1'-9"
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1'-10"
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1'-9"
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1'-10"
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1'-9"
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1'-10"
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1'-3"
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1'-4"
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1'-3"
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1'-4"
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1'-3"
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1'-4"
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1'-3"
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1'-4"
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4'-6"
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5'-0"
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4'-6"
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5'-0"
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5'-0"
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5'-6"
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5'-0"
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5'-6"
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3'-0"
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3'-6"
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3'-0"
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3'-6"
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3'-6"
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4'-0"
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4'-0"
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4'-6"
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10'-5"
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12'-6'
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13'-4"
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16'-0"
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11'-11"
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14'-0"
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14'-10"
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17'-6"
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3'-9"
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4'-6"
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3'-9"
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4'-6"
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4'-6"
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5'-3"
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4'-6"
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5'-3"
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HEADWALL
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TYPE
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PIPE
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DIA.
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A
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B
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C
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E
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L
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M
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N
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CU. YD.
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CONC.
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2 HDWLS.
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4.18
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5.65
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4.87
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6.68
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5.28
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7.43
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6.76
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8.83
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DIMENSIONS AND QUANTITIES
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1'-0"
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N
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N
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L
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C
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L
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C
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L
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A
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A
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A
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B
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6"
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C
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L
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A
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A
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B
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6"
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C
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L
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C
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L
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1'-0"
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N
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N
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L
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1'-0"
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A
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C
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L
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PIPE
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2-#4 BARS
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M
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A
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B
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1'-6"
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E
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C
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6"
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6"
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5-#4 BARS
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2-#4 BARS
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6"
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6"
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C
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A
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A
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%%UPLAN
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%%UPLAN
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%%UELEVATION
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%%UELEVATION
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%%USECTION A-A
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" BEVEL (TYP.)
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3
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/
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4
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6-#4 BARS
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2-#4 BARS
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A
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A
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6"
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6"
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6"
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6"
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158
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18"-24" DOUBLE &
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TRIPLE PIPE CULVERT
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HEADWALLS AT 0%%D SKEW
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1.
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2.
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3.
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4.
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ALL VOLUMES ARE IN CUBIC YARDS FOR TWO HEADWALLS;
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VOLUME DISPLACED BY BARREL OF PIPE HAS BEEN COMPUTED
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USING INSIDE DIAMETER OF PIPE. NO DEDUCTION HAS BEEN
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MADE FOR BEVELED EDGES.
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WHERE HEADWALLS ARE LOCATED AT THE EDGE OF THE SHOULDER,
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THE TOP OF THE HEADWALLS SHALL BE PARALLEL TO THE EDGE
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OF SHOULDER.
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WHERE A RAISED HEADWALL IS USED ON THE OUTLET END OF THE
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PIPE, THE TOPS OF BOTH WALLS SHALL BE AT THE SAME ELEVATION.
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CHAIN LINK FENCE IS REQUIRED ON ALL HEADWALLS WHEN VERTICAL
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FACE E" IS GREATER THAN 30".
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"
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10 "
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" BEVEL (TYP.)
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4
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/
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3
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4
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/
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3
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 47: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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B
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B
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1'-0"
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TYP.
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M
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W
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F
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M
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A
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30%%D
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90%%D
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E
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J
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H
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B
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Y
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C
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A
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A
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E
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F
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G
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H
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Q
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R
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Q
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R
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V
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N
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H
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G
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N
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A
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V
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C
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F
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E
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R
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Q
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2"
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6"
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V
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V
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T
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T
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V
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DIA. OF
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PIPE
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T
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W
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2"
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3"
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A
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C
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V
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N
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W
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2" TYP.
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12"
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V
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ROUGHENED
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CONSTRUCTION
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JOINT
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C
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DOUBLE & TRIPLE PIPE
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CULVERT HEADWALLS
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0%%D SKEW
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V
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C
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G
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V
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%%UWING SECTION
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%%USECTION B-B
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%%UPLAN VIEW
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%%UFRONT ELEVATION
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%%USECTION A-A
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SHEET 1 OF 3
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159-1
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NOTES:
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(SPACED
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AS SHOWN)
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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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6.
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7.
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8.
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9.
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"
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SEE SHEETS 2 AND 3 OF CURRENT STD. DWG. 159 FOR DIMENSIONS, QUANTITIES, AND BILL OF
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REINFORCEMENT.
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ENCIRCLED LETTERS, , INDICATE STEEL BAR LOCATIONS.
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BARS , , ARE SPACED 1'-0" O.C. ALL OTHER BARS SHALL BE EVENLY SPACED.
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BARS ARE PLACED IN ORDER OF INCREASING LENGTHS, BEGINNING AT THE END OF EACH WING.
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BARS ARE PLACED IN ORDER OF INCREASING LENGTHS, BEGINNING AT THE TOP OF EACH WING.
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HEADWALLS LOCATED AT THE EDGE OF SHOULDER SHALL BE PARALLEL TO CENTERLINE OF
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THE ROAD.
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APRON BETWEEN WINGS SHALL BE SLOPED IN DIRECTION OF FLOW EQUAL TO SLOPE OF PIPE.
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FRONT FACE AND ENDS OF WINGS SHALL REMAIN VERTICAL.
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DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 2" CLEAR DISTANCE.
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CHAIN LINK FENCE IS REQUIRED ON ALL HEADWALLS WHEN VERTICAL FACE C"
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IS GREATER THAN 30". SEE STD. DWG. 308.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 48: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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DOUBLE
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TRIPLE
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DIMENSION
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DIMENSIONS FOR MULTIPLE PIPE HEADWALLS - 0%%D SKEW
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3'-9"
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1'-3"
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3'-6"
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7'-2"
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4'-4"
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11'-6"
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-
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0'-3.5"
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4'-4"
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1'-6"
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4'-0"
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8'-4"
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5'-0"
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13'-4"
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-
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0'-4"
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4'-11"
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1'-9"
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4'-7"
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9'-6"
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5'-8"
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15'-2"
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-
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0'-4.5"
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5'-6"
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2'-0"
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5'-1"
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10'-8"
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6'-4"
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17'-0"
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-
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0'-5"
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3'-9"
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1'-3"
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3'-6"
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11'-3"
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4'-4"
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15'-6"
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7'-9"
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0'-3.5"
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4'-4"
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1'-6"
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4'-0"
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13'-0"
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5'-0"
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18'-0"
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9'-0"
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0'-4"
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4'-11"
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1'-9"
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4'-7"
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14'-9"
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5'-8"
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20'-6"
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10'-3"
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0'-4.5"
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5'-6"
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2'-0"
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5'-1"
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16'-6"
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6'-4"
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22'-10"
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11'-5"
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0'-5"
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0'-5"
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0'-8"
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0'-8"
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2'-0"
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0'-5"
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0'-8"
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0'-8"
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2'-0"
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30"
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36"
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42"
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48"
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30"
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36"
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42"
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48"
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DIMENSION
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4.91
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6.22
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7.75
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9.38
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6.49
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8.20
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10.19
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12.30
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379
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480
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561
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660
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475
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594
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702
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797
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LBS. STEEL
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2 HEADWALLS
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LBS. STEEL
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2 HEADWALLS
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159-2
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SHEET 2 OF 3
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A
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B
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C
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DIMENSIONS AND QUANTITIES
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30"-48"
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DOUBLE & TRIPLE
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HEADWALLS-CIRCULAR PIPE
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0%%D SKEW
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CLASS A" CONC.
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CU. YDS.
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2 HEADWALLS
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"
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CLASS A" CONC.
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CU. YDS.
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2 HEADWALLS
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 49: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD159-3.dwg, 9/20/2017 10:17:45 AM, AutoCAD PDF (Web and Mobile).pc3

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DOUBLE
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30"
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42"
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TRIPLE
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48"
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BARS E
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BARS F
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BARS H
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BARS V
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1'-6"
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1'-8"
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1'-3"
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TO BE FIELD BENT
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SHEET 3 OF 3
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BILL OF REINFORCEMENT
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30"-48" DOUBLE & TRIPLE
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HEADWALLS-CIRCULAR PIPE
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0%%D SKEW
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159-3
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NOTES:
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6"
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LGTH
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NUMBER OF BARS IN ONE HEADWALL.
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2. DIMENSIONS ARE OUT TO OUT OF BARS.
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3. ALL BARS ARE STRAIGHT EXCEPT THOSE SHOWN BELOW.
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%%UBENT BAR SHAPES
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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DATE
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 50: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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A
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SLOT OR SLOTS
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IN THIS AREA
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AT ROCK LINE WHEN
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ENCOUNTERED
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b
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THE MINIMUM REQUIREMENT FOR REINFORCING STEEL SHALL BE
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ONE ADDITIONAL c BAR WILL BE REQUIRED FOR EACH
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15%%D SKEW.
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A,B FOR 2 GRATES
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A,B,C FOR 3 GRATES
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14 AT 6'-5"
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162
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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URBAN COUNTY ENGINEER
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LBS. STRUCTURAL
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STEEL
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c 5 " FOR 2'-0" GRATE, 7" FOR 3'-0" GRATE.
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ALL COMPONENTS ARE 1" x 2" STRUCTURAL
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 52: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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6"
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8"
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4'-0"
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8"
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9"
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9"
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12"
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18"
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8"
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8"
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12"
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I.D.
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12"
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SEE WEIR
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DETAIL
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CONSTRUCTION JOINT
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WITH 2"X4" KEY
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1'-2"
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VARIES
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I.D./2+6"
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6"
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8"
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8"
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6"
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12" MIN.
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(SEE NOTE 2)
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SEE NOTE 1
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SLOPE OF BANK
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12"
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4"
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I.D./2+6"
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%%UPLAN ELEVATION
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%%UFRONT ELEVATION
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%%UWEIR DETAIL
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%%USIDE ELEVATION
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%%UISOMETRIC VIEW
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NOTES:
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IMPACT STILLING BASIN
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15"-24" PIPES
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164
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12"
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24"
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TOP OF CHANNEL
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LINING
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LAP VERTICAL SIDEWALL REBARS
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INTO BOTTOM SLAB STEEL
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SEE NOTE 1
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5'-0" + I.D.
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8"
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16"
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LAP VERTICAL WEIR WALL
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REBARS INTO BOTTOM
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SLAB STEEL 6" O.C.
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8"
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CHAIN LINK FENCE
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SEE STD. DWG. 308
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NO. 5 STEEL BARS TO BE USED THROUGHOUT ON 12" CENTERS.
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HEIGHT OF WALL SHALL BE DETERMINED BY THE AMOUNT OF FILL
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BEHIND PIPE. TOP OF WALL SHALL BE 18" ABOVE TOP O.D. OF PIPE.
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TOP OF END SILL SHALL BE LEVEL WITH CENTERLINE OF PIPE.
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CHANNEL LINING TO BE WIDTH OF END SILL, 18" MINIMUM THICKNESS,
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AND COMPOSED OF CLASS III CHANNEL LINING.
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ALL VERTICAL OR SLOPED EXPOSED SURFACES SHALL HAVE A RUBBED FINISH.
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ALL EXPOSED FLAT WORK TO HAVE A HAND FLOATED AND BROOMED FINISH.
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ALL EXPOSED EDGES SHALL HAVE A " CHAMFER.
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ALL STEEL SHALL HAVE 2" MINIMUM CLEARANCE TO THE CONCRETE FACE
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ON THE BACKFILL SIDE OF THE WALLS.
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FENCES REQUIRED ON HEADWALLS.
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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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6.
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7.
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8.
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9.
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CHAIN LINK FENCE
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SEE STD. DWG. 308
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4
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3
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/
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 53: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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8"
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6'-0"
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8"
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3'-0"
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18"
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12"
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8"
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16"
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12"
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4"
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DETAIL
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SEE
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WEIR
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CONSTRUCTION
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JOINT WITH
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2"X4" KEY
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8"
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8"
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8"
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SEE NOTE 4
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18" MIN.
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SEE
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NOTE 2
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%%UPLAN ELEVATION
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%%UFRONT ELEVATION
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%%UWEIR DETAIL
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%%USIDE ELEVATION
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%%UISOMETRIC VIEW
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IMPACT STILLING BASIN
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27"-48" PIPES
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NOTES:
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8"
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6"
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8"
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8"
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9"
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9"
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6"
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LAP VERTICAL SIDEWALL REBARS
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INTO BOTTOM SLAB STEEL
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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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6.
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7.
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8.
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9.
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10.
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11.
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12.
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13.
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165
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HORIZ. REBARS IN BAFFLE
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SHALL HAVE SUFFICIENT
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LAP LENGTH IN SIDEWALLS.
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5'-0" + I.D.
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I.D./2+6"
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TOP OF CHANNEL
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LINING
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LAP VERTICAL WEIR WALL
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REBARS INTO BOTTOM
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SLAB STEEL 6" O.C.
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CHAIN LINK FENCE SEE
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STD. DWG. 308
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NO. 5 STEEL BARS SHALL BE USED THROUGHOUT ON 12" CENTERS EXCEPT ON
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BAFFLE WHERE HORIZONTAL AND VERTICAL STEEL WILL BE ON 6" CENTERS.
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HEIGHT OF WALL SHALL BE DETERMINED BY THE AMOUNT OF FILL BEHIND PIPE.
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TOP OF WALL SHALL BE 18" ABOVE TOP O.D. OF PIPE.
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TOP OF END SILL SHALL BE LEVEL WITH CENTERLINE OF PIPE.
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TOP OF BAFFLE SHALL BE LEVEL WITH CROWN OF PIPE, AND THE BOTTOM SHALL
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BE LEVEL WITH CENTERLINE OF PIPE.
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CHANNEL LINING TO BE 2 TIMES THE WIDTH OF THE END SILL AND EXTEND A
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MINIMUM OF 4' BEYOND THE STILLING BASIN WITH AN 18" MINIMUM THICKNESS AND
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COMPOSED OF CLASS III CHANNEL LINING.
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CHANNEL LINE SPILL SLOPES BEYOND SIDES OF HEADWALL WITH CLASS III CHANNEL LINING.
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CHANNEL LINING SHALL EXTEND 4' IN WIDTH ON SLOPES AT WINGWALL AND TO
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DOWNSTREAM END OF CHANNEL.
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ALL VERTICAL OR SLOPED EXPOSED SURFACES SHALL HAVE A RUBBED FINISH.
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ALL EXPOSED FLATWORK SHALL HAVE A HANDFLOATED AND BROOMED FINISH.
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ALL EXPOSED EDGES SHALL HAVE A " CHAMFER.
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ALL STEEL SHALL HAVE A 2" MINIMUM CLEARANCE TO THE CONCRETE FACE
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ON THE BACKFILL SIDE OF THE STRUCTURE.
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CHAIN LINK FENCE IS REQUIRED ON ALL HEADWALLS WHEN THE VERTICAL FACE
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IS GREATER THAN 30".
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ALL LARGER PIPES SHALL HAVE A SPECIAL DESIGN STILLING BASIN.
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ALL LONGITUDINAL REINFORCING BARS IN BAFFLE SHALL HAVE SUFFICIENT
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ANCHORAGE LENGTH IN SIDEWALLS.
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CHAIN LINK FENCE SEE
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STD. DWG. 308
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3
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4
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/
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 54: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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F
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O
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R
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D
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TOP OF FILL
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#4@12" MIN. STEEL
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FOR CRACKING
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LIVE LOAD 1:1
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4" PIPE FOR
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WEEPHOLES
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10' TO 25'
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ON CENTERS
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CASE 1
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CASE 2
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BATTER
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2
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GREATER THAN 2:1
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1:1 SLOPE
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1'-0"
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H
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1
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B
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H GREATER THAN 12'-0"
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A
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B
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C
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C
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2" CL.
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MIN.
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%%URETAINING WALL
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%%USPECIAL DESIGNS REQUIRED
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2'-6"
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3'-0"
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3'-6"
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4'-0"
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4'-6"
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5'-0"
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5'-6"
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6'-0"
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6'-6"
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7'-0"
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7'-6"
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8'-0"
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8'-6"
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9'-0"
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9'-6"
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10'-0"
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10'-6"
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11'-0"
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11'-6"
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12'-0"
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10'-0"
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10'-6"
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11'-0"
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11'-6"
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12'-0"
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1'-3"
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1'-6"
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1'-9"
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2'-0"
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2'-3"
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2'-6"
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2'-9"
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3'-0"
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3'-3"
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3'-6"
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3'-9"
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4'-0"
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4'-3"
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4'-6"
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4'-9"
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5'-0"
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5'-3"
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5'-6"
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5'-9"
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6'-0"
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6'-0"
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6'-3"
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6'-6"
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6'-9"
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7'-0"
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2.8125
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3.7500
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4.8125
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6.0000
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7.3125
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8.7500
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10.3125
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12.0000
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13.8125
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15.7500
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17.8125
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20.0000
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22.3125
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24.7500
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27.3125
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30.0000
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32.8125
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35.7500
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38.8125
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42.0000
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35.0000
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38.0625
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41.2500
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44.5625
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48.0000
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0.1042
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0.1389
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0.1782
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0.2222
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0.2708
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0.3241
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0.3819
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0.4444
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0.5116
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0.5833
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0.6597
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0.7407
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0.8264
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0.9167
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1.0116
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1.1111
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1.2153
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1.3241
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1.4375
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1.5556
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1.2963
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1.4097
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1.5278
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1.6505
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1.7778
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H
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B
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END AREA
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SQ. FT.
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VOLUME
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C.Y./L.F.
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CASE 1 OR 2
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CASE 1
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CASE 2
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RETAINING WALL
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GRAVITY TYPE
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180
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INSTALL FILTER FABRIC ON
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BACK SIDE OF WEEPHOLES
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THE RETAINING WALL DEPICTED ON THIS DRAWING SHALL
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BE USED WHEN THE HEIGHT ( H" DIMENSION) OF THE WALL
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IS 2'-6" TO 12'-0" PROVIDED THE FILL COMPLIES WITH
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THE FOLLOWING CONDITIONS:
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CASE 1 - TOP OF FILL IS LEVEL WITH TOP OF WALL.
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SPECIAL DESIGNS SHALL BE REQUIRED WHEN ANY ONE
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OF THE FOLLOWING CONDITIONS EXIST:
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WALL HEIGHT IS GREATER THAN 12'-0" (CASE 1
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OR CASE 2 FILL).
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WALL IS SURCHARGED WITH DEAD LOAD FILL SLOPES
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GREATER THAN 2:1.
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WALL IS SURCHARGED WITH A LIVE LOAD WITHIN
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THE LIMITS OF A 1:1 SLOPE EXTENDING FROM
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THE BASE OF THE WALL.
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AREAS AND VOLUMES HAVE BEEN COMPUTED WITHOUT
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DEDUCTING FOR BEVELED EDGES OR PIPE DRAINS.
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WHEN A RETAINING WALL VARIES IN HEIGHT, THE
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PRISMOIDAL FORMULA SHALL BE USED IN COMPUTING
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VOLUMES.
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MINIMUM VALUE FOR FIRM SOIL IS 2'-0".
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BATTER: H=3'-0" TO LESS THAN 5'-0" (VERTICAL)
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H=5'-0" TO LESS THAN 10'-0" (1":1')
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H=10'-0" TO 12'-0" (2":1')
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GRAVITY TYPE RETAINING WALLS SHALL BE CONSTRUCTED
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OF CLASS A" CONCRETE.
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A
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B
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C
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C
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2
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1
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NOTES:
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CASE 2 - WALL IS SURCHARGED WITH DEAD LOAD
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FILL SLOPES OF 2:1 OR LESS.
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1.
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2.
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3.
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4.
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SHEET NOTES:
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APPROX. 2 CUBIC FEET
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OF BROKEN STONE OR
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SPALLS
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TRANSVERSE EXPANSION JOINTS 1/2 INCH IN WIDTH
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SHALL BE PLACED AT INTERVALS OF NOT OVER 30 FEET
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THROUGHOUT THE LENGTH OF RETAINING WALLS AND
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EXPANSION JOINT MATERIAL SHALL BE PLACED THEREIN.
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ALL EXPOSED EDGES SHALL BE BEVELED 3/4 INCH.
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THE WALLS SHALL NOT BE SURCHARGED EXCEPT IN SPECIAL
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CASES WHEREIN SPECIAL DRAWINGS WILL BE FURNISHED.
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"
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"
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 55: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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ZONE 5
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ZONE 4
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ZONE 1
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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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6"
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MIN.
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ZONE 5
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ZONE 4
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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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6"
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MIN.
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8"
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MIN.
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%%USTANDARD CONCRETE ENCASEMENT
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%%U(NOTE: AS REQUIRED BY DESIGN)
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%%UNOTES:
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COVER, UP TO AND INCLUDING ZONE 4 SHALL BE
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ESTABLISHED BEFORE TRENCH EXCAVATION.
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200
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1.
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CONTRACTOR TO
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PROVIDE ADEQUATE
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MEANS TO PREVENT
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FLOATING OF PIPE
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WHEN INSTALLING
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CRADLE
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CONCRETE CLASS A"
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PRECAST CONCRETE
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BLOCK OR BRICK
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BEHIND EACH BELL
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NOT TO EXCEED
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6' SPACING
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%%UPIPE LAID IN ROCK
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%%UOR SOIL TRENCH
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"
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MARKER TAPE INSTALLED IN THE TRENCH ABOVE
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2.
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NON-METALLIC MATERIALS SHALL HAVE MAGNETIC
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ALL SANITARY SEWER LINES CONSTRUCTED FROM
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THE SANITARY SEWER LINE.
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ZONE 1
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ZONE 2
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ZONE 3
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ZONE 4
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NO. 9 STONE
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NO. 9 OR NO. 57 STONE
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COMPACTED DGA
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CONSOLIDATED SOIL, (NO ROCK
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GREATER THAN 6" DIAMETER),
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NO. 9, OR NO. 57 STONE
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ZONE 5
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12" MAX. TOPSOIL,
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NO ROCK ALLOWED
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PIPE BACKFILL DESCRIPTIONS
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12"
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MIN.
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MAGNETIC
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MARKER TAPE
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MAGNETIC
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MARKER TAPE
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TRENCHING, LAYING,
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BACKFILLING AND BEDDING
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OUTSIDE R/W LIMITS
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MAGNETIC MARKER TAPE FOR SANITARY SEWER ONLY.
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3.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 56: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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ZONE 3
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ZONE 2
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ZONE 1
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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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12" MIN.
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6"
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MIN.
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VARIES
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6"
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MIN.
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12"
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12"
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ROADWAY SURFACE
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ZONE 3
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ZONE 2
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ZONE 1
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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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12" MIN.
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VARIES
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12"
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12"
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SAWED JOINTS
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%%UNOTES:
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6"
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MIN.
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6"
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MIN.
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6"
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MIN.
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NEW CONCRETE
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%%UCONCRETE PAVEMENT
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TACK COAT
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NEAT CUT AND SQUARED
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EDGES WITH TACK COAT
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KYTC
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2" BITUMINOUS
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SURFACE
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MIX
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%%UBITUMINOUS PAVEMENT
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1.
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REPLACE CONCRETE PAVEMENT
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WITH NEW CONCRETE PAVEMENT,
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6"MINIMUM OR EXISTING THICKNESS,
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WHICHEVER IS GREATER.
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JOINT SEAL, SEE NOTE 2
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EXISTING PAVEMENT &
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SUBBASE, VARYING DEPTH
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SEAL PERIMETER OF CUT PAVEMENT
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WITH CRACK SEALANT THAT MEETS
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ASTM D6690, TYPE 2.
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2.
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201-1
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ZONE 1
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ZONE 2
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ZONE 3
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ZONE 4
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NO. 9 STONE
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NO. 9 OR NO. 57 STONE
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COMPACTED DGA
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CONSOLIDATED SOIL, (NO ROCK
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GREATER THAN 6" DIAMETER),
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NO. 9, OR NO. 57 STONE
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ZONE 5
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12" MAX. TOPSOIL,
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NO ROCK ALLOWED
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PIPE BACKFILL DESCRIPTIONS
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TRENCHING, LAYING,
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BACKFILLING AND BEDDING
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UNDER STREET PAVEMENT
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MAGNETIC MARKER TAPE
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MAGNETIC MARKER TAPE
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3.
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MAGNETIC MARKER TAPE FOR SANITARY
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SEWER ONLY.
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 57: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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FLOWABLE
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ZONE 1
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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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6"
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MIN.
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VARIES
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ROADWAY SURFACE
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FLOWABLE
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ZONE 1
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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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VARIES
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SAWED JOINTS
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%%UNOTES:
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6"
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MIN.
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NEW CONCRETE
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%%UCONCRETE PAVEMENT
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TACK COAT
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SAWED JOINTS
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%%UBITUMINOUS PAVEMENT
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1.
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2.
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REPLACE CONCRETE PAVEMENT WITH NEW
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CONCRETE PAVEMENT, 6" MINIMUM OR
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EXISTING THICKNESS, WHICHEVER IS GREATER.
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EXISTING PAVEMENT &
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SUBBASE, VARYING DEPTH
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SEAL PERIMETER OF CUT PAVEMENT WITH
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CRACK SEALANT THAT MEETS ASTM D6690,
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TYPE 2.
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3.
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201-2
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6"
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COMPACTED
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BIT. ASPHALT
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SURFACE
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JOINT SEAL,
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SEE NOTE 3
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ZONE 1
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ZONE 2
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ZONE 3
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ZONE 4
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NO. 9 STONE
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NO. 9 OR NO. 57 STONE
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COMPACTED DGA
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CONSOLIDATED SOIL, (NO ROCK
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GREATER THAN 6" DIAMETER),
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NO. 9, OR NO. 57 STONE
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ZONE 5
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12" MAX. TOPSOIL,
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NO ROCK ALLOWED
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PIPE BACKFILL DESCRIPTIONS
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TRENCHING, LAYING,
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BACKFILLING, AND BEDDING
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UNDER STREET PAVEMENT
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USING FLOWABLE FILL
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FILL
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FILL
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FLOWABLE FILL PER KYTC SPECIFICATION 601.03.03
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FROM STANDARD SPECIFICATIONS FOR ROAD AND
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BRIDGE CONSTRUCTION CURRENT EDITION.
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 58: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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ROADWAY SURFACE
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6" MIN.
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6" MIN.
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12" MAX.
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12" MAX.
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SAWED JOINTS
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%%UNOTES:
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NEW CONCRETE
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%%UCONCRETE PAVEMENT
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TACK COAT
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%%UBITUMINOUS PAVEMENT
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1.
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2.
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REPLACE CONCRETE PAVEMENT WITH NEW
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CONCRETE PAVEMENT.
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SEAL PERIMETER OF CUT PAVEMENT WITH
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CRACK SEALANT THAT MEETS ASTM D6690,
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TYPE 2.
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3.
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201-3
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JOINT SEAL,
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SEE NOTE 3
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UTILITY TRENCH RESTORATION
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BENEATH EXISTING PAVED ROADS
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PER KYTC SPECIFICATION 601.03.03 A) CLASS
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A FROM STANDARD SPECIFICATIONS FOR
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ROAD AND BRIDGE CONSTRUCTION, CURRENT
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8 INCHES MIN.
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SEE NOTES 1 & 2
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BEDDING (OR AS SPECIFIED
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NO. 9 CRUSHED AGGREGATE
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BY UTILITY)
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D IS LESS THAN 5.0 FEET TOTAL DEPTH
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OF TRENCH, NO. 9 CRUSHED AGGREGATE
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SHALL BE USED.
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D IS EQUAL TO OR MORE THAN 5.0 FEET
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TOTAL DEPTH OF TRENCH, FLOWABLE FILL
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MATERIAL SHALL BE USED. SEE NOTES 4 & 5.
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WHERE
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WHERE
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MIN.
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MIN.
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MIN.
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MIN.
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BACKFILL DETERMINED
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BY "D" = DEPTH
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BACKFILL DETERMINED
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BY "D" = DEPTH
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NEW CONCRETE
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6 INCHES MIN.
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BEDDING (OR AS SPECIFIED
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NO. 9 CRUSHED AGGREGATE
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BY UTILITY)
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FLOWABLE FILL TO BE PROPORTIONED PER
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KYTC SPECIFICATION 601.03.03 B) 5) FROM
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STANDARD SPECIFICATIONS FOR ROAD AND
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4.
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BRIDGE CONSTRUCTION, CURRENT EDITION.
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THICKNESS
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EXISTING PAVEMENT
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SURFACE - PAVEMENT
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UTILITY DESIGNERS AND CONTRACTORS SHALL
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ACCOUNT FOR AND PROVIDE ANY SUITABLE MEANS
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TO PREVENT PIPE/CONDUIT FLOATATION.
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5.
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EDITION.
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SAWED JOINTS
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KYTC 2" BITUMINOUS
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SURFACE MIX
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(SECTION VIEW)
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DRAWING 201-4
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TO BE USED WITH STANDARD
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THICKNESS VARIES
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EXISTING PAVEMENT
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SURFACE - PAVEMENT
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THICKNESS VARIES
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UNDISTURBED
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EARTH
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EARTH
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UNDISTURBED
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 59: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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201-4
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UTILITY TRENCH RESTORATION
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BENEATH EXISTING PAVED ROADS
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(PLAN VIEW)
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%%UISOLATED EXCAVATION
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%%ULONGITUDINAL EXCAVATION - ADJACENT
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%%UNOTES:
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1.
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WHEN LESS THAN 3', THEN THE PAVEMENT
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SHALL BE REMOVED TO THE EDGE OF
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PAVEMENT AND REPLACED PER
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STANDARD DRAWING 201-3.
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ROADWAY SURFACE
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ROADWAY SURFACE
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GUTTER
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AREA SHALL BE EXCAVATED TO 8"
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BELOW ROADWAY SURFACE, THEN REPLACED
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PER STANDARD DRAWING 201-3.
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TO BE USED WITH STANDARD
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DRAWING, 201-3
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SAWED JOINT
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SAWED JOINTS-SEALED
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EXCAVATED TRENCH
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EXCAVATED TRENCH
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1' MIN.
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3'
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MIN
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SEE
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NOTE
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1
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1' MIN.
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TYPICAL
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ALL SIDES
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AREA SHALL BE MILLED 2" AND REPLACED
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WITH 2" BITUMINOUS SURFACE MIX.
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2.
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STREET CUT SHALL BE ORIENTED EITHER
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PARALLEL OR PERPENDICULAR TO CURB
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OR GUTTER.
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EDGE OF PAVEMENT
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CURB
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%%UTO CURB OR GUTTER
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90° TYPICAL
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1' MIN. TYPICAL
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ALL SIDES
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%%UTRANSVERSE EXCAVATION
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EXCAVATED TRENCH
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SAWED JOINTS
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SAWED JOINT
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CURB
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GUTTER
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ROADWAY SURFACE
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C
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3.
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ALL SAWED JOINTS SHALL PRODUCE NEAT
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CUTS WITH SQUARED EDGES.
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90° TYPICAL
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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90° TYPICAL
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90° TYPICAL
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 60: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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DIAMETER
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(INCHES)
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DUCTILE IRON PIPE
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CLASS 50
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SDR-35
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SDR-26
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POLYVINYL CHLORIDE (PVC) PIPE
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HEAVY
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WALL
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4
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6
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8
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10
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12
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14
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15
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16
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18
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20
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21
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24
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27
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30
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36
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42
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48
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20
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20
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20
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-
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-
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20
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18
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-
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17
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-
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14
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14
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13
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13
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-
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15
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15
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15
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15
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15
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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20
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20
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20
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20
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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-
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TABLE OF:
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(LIVE LOAD NOT INCLUDED)
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* LIGHTEST CLASS OF DUCTILE IRON PIPE
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NOTES:
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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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6.
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MAXIMUM DEPTH
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OF COVER (FEET)
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MAXIMUM ALLOWABLE FILL HEIGHTS
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SANITARY SEWER PIPE:
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TYPES & MAXIMUM
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ALLOWABLE FILL HEIGHTS
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20
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20
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20
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204
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MAXIMUM DEPTH
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OF COVER (FEET)
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MAXIMUM DEPTH
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OF COVER (FEET)
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DEPTH IS BASED ON LAYING CONDITION
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UTILIZING NO. 9 STONE ENCASING PIPE
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FROM 6" MINIMUM BELOW PIPE TO A
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PLANE, LEVEL WITH THE TOP OF THE
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PIPE AND 6" TO 12" NO. 9 STONE TO
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EDGE OF TRENCH.
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WEIGHT OF SOIL AND ROCK COVER MIX
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IS ASSUMED TO BE APPROXIMATELY 120
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LB./CU. FT.
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DUCTILE IRON PIPE HAS FLEXIBLE LINING.
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DESIGN ENGINEERS SHOULD USE THIS
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STANDARD DRAWING FOR GENERAL
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GUIDELINES AND SHOULD CHECK THEIR
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DESIGN FOR SAFE, NON-DESTRUCTIVE
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FILL HEIGHTS FOR ACTUAL BRAND OF
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PIPE PROPOSED.
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SPECIAL TRENCHING DETAILS AND
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PROCEDURES SHOULD BE USED WHERE
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FILL DEPTHS ARE HIGHER THAN THOSE
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SHOWN IN TABLE.
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INSTALLATIONS REQUIRING A DEPTH
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GREATER THAN 20', MUST BE APPROVED
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BY THE ENGINEER.
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*
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 61: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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EITHER ROUND OR SQUARE
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%%USECTION B-B
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SLOPE
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SLOPE
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A
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A
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TYPICAL PRECAST CONCRETE
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SHALLOW MANHOLE
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FOR PIPES 24" AND LARGER
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%%USECTION A-A
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4'-0" & 5'-0"
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6"
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6"
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6"
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2" MIN.
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B
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B
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7"
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8"
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PRECAST CONCRETE RINGS
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GRADE
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STANDARD DRAWING
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PRECAST CONCRETE
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RING
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PRECAST CONCRETE
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FLAT SLAB COVER
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WITH MASTIC SEAL
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PREFORMED
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MASTIC SEAL
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2'-0"
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5'-0" MAX.
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5" FOR 4' MANHOLE
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6" FOR 5' MANHOLE
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PROVIDE COLLAR OF 6"
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FOR FUTURE ADJUSTMENT
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1.
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2.
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3.
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4.
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(PIPE WITH TOP HALF REMOVED OR PAVED INVERT)
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210
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NO. 9 STONE
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BEDDING
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NO. 9 STONE
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BEDDING
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NO. 9 STONE
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BEDDING
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NO. 9 STONE
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BEDDING
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MIN.
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MIN.
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8"
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SET FRAME CASTING
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IN FULL MASTIC BED;
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FOR WATERTIGHT FRAME
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& LID - SEE APPLICABLE
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NOTES:
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MANHOLES MUST PASS VACUUM TEST PER ASTM C-1244
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PRIOR TO ACCEPTANCE.
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5 "
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3 " MIN.
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MANHOLE BASE MAY BE
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MANHOLE STEP
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(SEE STD. DWG. 103)
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ALL BARREL JOINTS BETWEEN BASE AND BARREL, BETWEEN
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BARREL AND TOP, BETWEEN TOP AND ADJUSTING RINGS,
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BETWEEN ADJUSTING RINGS AND FRAME SHALL HAVE ONE
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OUTER MASTIC SEAL AND AN INNER SEAL OF NONSHRINK
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COAT OUTSIDE OF ADJUSTING RINGS WITH SEMI-
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FIBRATED ASPHALT DAMPROOFING COMPOUND APPLIED
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BY BRUSH OR SPRAY.
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WATER STOPS SHOULD BE PROVIDED FOR INLETS AND
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OUTLETS OF EVERY MANHOLE, DESIGNED FOR TYPE OF
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PIPE USED AND WITH EXPANSIVE GROUT. SEE STD. DWG. 213
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FOR WATER STOP DETAIL.
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1
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/
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8
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4
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/
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1
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GROUT.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 62: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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EITHER ROUND OR SQUARE
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6" FOR 5'-0"MANHOLE
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PRECAST CONCRETE
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CONCENTRIC CONICAL
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%%USECTION B-B
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%%USECTION A-A
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PRECAST CONCRETE RINGS
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STANDARD DRAWING
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BARREL SECTION
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BARREL
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5" FOR 4'-0"MANHOLE
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GRADE
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SLOPE
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SLOPE
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2'-0"
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4'-0" & 5'-0"
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VARIES
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4"
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3'-0"
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6"
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6"
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6"
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2" MIN.
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B
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B
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A
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A
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TYPICAL STANDARD PRECAST
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CONCRETE MANHOLE
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FOR PIPES UP TO 24"
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PROVIDE COLLAR OF 6"
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FOR FUTURE ADJUSTMENT
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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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6.
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7.
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8.
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211
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NO. 9 STONE
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BEDDING
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NO. 9 STONE
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BEDDING
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SET FRAME CASTING
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IN FULL MASTIC BED;
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FOR WATERTIGHT FRAME
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& LID - SEE APPLICABLE
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NO. 9 STONE
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BEDDING
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NO. 9 STONE
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BEDDING
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MIN.
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MIN.
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NOTES:
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3 " MIN.
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MANHOLE BASE MAY BE
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MANHOLE STEPS
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(SEE STD. DWG. 103)
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ALL BARREL JOINTS BETWEEN BASE AND BARREL,
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BETWEEN BARREL AND TOP, BETWEEN TOP AND
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ADJUSTING RINGS, BETWEEN ADJUSTING RINGS
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AND FRAME SHALL HAVE ONE OUTER MASTIC SEAL
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COAT OUTSIDE OF ADJUSTING RINGS WITH SEMI-
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FIBRATED ASPHALT DAMPROOFING COMPOUND
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APPLIED BY BRUSH OR SPRAY.
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WATER STOPS SHOULD BE PROVIDED FOR INLETS
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AND OUTLETS OF EVERY MANHOLE, DESIGNED FOR
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TYPE OF PIPE USED AND WITH EXPANSIVE GROUT.
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SEE STD. DWG. 213 FOR WATER
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STOP DETAIL.
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NO REINFORCEMENT NEEDED IN BOTTOM SLAB AT
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DEPTHS UP TO 12'. AT DEPTHS GREATER THAN
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12' REINFORCE WITH NO. 4 BARS - 12" C-C.
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A DIFFERENCE OF FLOW ELEVATION MORE THAN
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24" REQUIRES AN OUTSIDE DROP. (SEE STD.
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DWG. 212)
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MANHOLE STEPS SHALL BE ALIGNED WITH STRAIGHT
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SIDE OF CONCENTRIC CONE SECTION, AND ALIGNED
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OVER THE OUTLET PIPE.
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PIPES SHALL NOT ENTER THE CONE SECTION.
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MANHOLES MUST PASS VACUUM TEST PER ASTM
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C-1244 PRIOR TO ACCEPTANCE.
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1
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/
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8
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AND AN INNER SEAL OF NONSHRINK GROUT.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 63: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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SLOPE
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PRECAST CONCRETE RINGS
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GRADE
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STANDARD DRAWING
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CONCENTRIC CONICAL
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BARREL SECTION
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PRECAST CONCRETE
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BARREL
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EITHER ROUND OR SQUARE
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CONCRETE
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CRADLE
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%%USECTION B-B
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%%USECTION A-A
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A
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A
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B
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B
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CONCRETE
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CRADLE
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CONCRETE
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ENCASEMENT
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2'-0"
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4'-0" & 5'-0"
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6"
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MIN.
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6"
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2'-0" MIN.
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VARIES
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4"
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3'-0"
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2"
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MIN.
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TYPICAL PRECAST CONCRETE
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DROP MANHOLE
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FOR PIPES UP TO 36"
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212
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PROVIDE COLLAR OF 6"
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FOR FUTURE ADJUSTMENT
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SET FRAME CASTING
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IN MASTIC BED FOR
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WATERTIGHT FRAME
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& LID - SEE APPLICABLE
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6"
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VARIES
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MIN.
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6"
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1 PIPE DIA. FOR
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PIPES GREATER THAN
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10", PIPE DIA.
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FOR PIPES LESS
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THAN 10".
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1:12 MAX.
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1:12 MAX.
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SLOPE
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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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6.
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7.
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NO. 9 STONE
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BEDDING
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5" FOR 4'-0" MANHOLE
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6" FOR 5'-0" MANHOLE
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MIN.
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NO. 9 STONE
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BEDDING
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NOTES:
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8.
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9.
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3 "
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/
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1
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2
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MANHOLE BASE MAY BE
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ALL BARREL JOINTS BETWEEN BASE AND BARREL, BETWEEN
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BARREL AND TOP, BETWEEN TOP AND ADJUSTING RINGS,
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BETWEEN ADJUSTING RINGS AND FRAME SHALL HAVE ONE OUTER
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COAT OUTSIDE OF ADJUSTING RINGS WITH SEMI-FIBRATED
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ASPHALT DAMPROOFING COMPOUND APPLIED BY BRUSH
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OR SPRAY.
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WATER STOPS SHOULD BE PROVIDED FOR INLETS AND
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OUTLETS OF EVERY MANHOLE, DESIGNED FOR TYPE OF
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PIPE USED AND WITH EXPANSIVE GROUT. SEE STD. DWG. 213
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APPLICABLE FOR WATER STOP DETAIL.
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NO REINFORCEMENT NEEDED IN BOTTOM SLAB AT DEPTHS
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UP TO 12'. AT DEPTHS GREATER THAN 12' REINFORCE WITH
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NO. 4 BARS - 12" C-C.
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PROVIDE A MINIMUM FALL OF 0.1 FOOT FROM DROP TO
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MANHOLE OUTLET.
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MANHOLES SHALL PASS VACUUM TEST PER ASTM C-1244
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PRIOR TO ACCEPTANCE.
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PIPE SHALL NOT ENTER CONE SECTION.
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MANHOLE STEPS SHALL BE ALIGNED WITH STRAIGHT SIDE
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OF CONCENTRIC CONE SECTION, AND ALIGNED OVER OUT-
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LET PIPE.
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DO NOT USE IN CASES WHERE THE DROP IS 2'-0" OR LESS.
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MANHOLE STEPS
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(SEE STD. DWG. 103)
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1
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/
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8
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MASTIC SEAL AND AN INNER SEAL OF NONSHRINK GROUT.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 64: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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SLOPE
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MANHOLE WALL
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SEWER PIPE
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MANHOLE BASE
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SMOOTH FINISHED
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CONCRETE FORMED CHANNEL
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A
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A
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%%USECTION A-A
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%%UWATER STOP DETAIL
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%%USECTION PLAN
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STANDARD MANHOLE
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JUNCTION AND WATER
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STOP DETAILS
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213
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PLUGGED STUB FOR
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FUTURE SEWER, 12"
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MIN. - 6' MAX.
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PLUGGED STUB FOR
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FUTURE SEWER, 12"
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MIN. DIAMETER- 6'
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NO. 9 STONE
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BEDDING
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FLEXIBLE ACID
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RESISTANT NEOPRENE
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GASKET WATERSTOP
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NON-SHRINK GROUT COMPATIBLE
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WITH WATERSTOP PIPE MATERIAL
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NO. 9 STONE
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BEDDING
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NOTE:
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MANHOLES SHALL PASS VACUUM TEST PER
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ASTM C-1244 PRIOR TO ACCEPTANCE.
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NO. 9 STONE
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BEDDING
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1:12
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MAX.
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SLOPE
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1:12
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MAX.
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BRUSH FINISHED
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CONCRETE FORMED SECTION
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BRUSH FINISHED
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CONCRETE FORMED SECTION
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/
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1
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2
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1 PIPE DIA. FOR PIPES
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GREATER THAN 10",
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PIPE DIA. FOR PIPES
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10" OR LESS
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FLEXIBLE ACID
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RESISTANT NEOPRENE
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GASKET WATERSTOP
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NON-SHRINK GROUT COMPATIBLE
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WITH WATERSTOP PIPE MATERIAL
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MAX. LENGTH
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 65: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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3'-4" DIA.
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8"
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24" DIA.
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8"
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X
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LIFT RINGS
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TO MANHOLE ECCENTRIC
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CONE SECTION
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TO MANHOLE
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LID FRAME
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%%UNOTES:
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GRADE RING
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WIDTH CHART
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X
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3"
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4"
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6"
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140
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279
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419
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WEIGHT
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LBS.
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SEWER MANHOLE ADJUSTMENT
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GRADE RINGS
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2"
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210
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LIFT RINGS TO BE CUT BEFORE ADDING
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THE NEXT RING OR TOP.
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1.
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2.
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3.
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4.
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214
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CONCRETE: CLASS A" 3500 PSI AT 28 DAYS,
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AND IN ACCORDANCE WITH ASTM C-478,
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OR APPROVED EQUAL.
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COAT OUTSIDE AND IN BETWEEN ADJUSTING
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RINGS WITH SEMI-FIBRATED ASPHALT
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DAMPROOFING COMPOUND APPLIED BY
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BRUSH OR SPRAY.
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GRADE RINGS WITH NON-PARALLEL SURFACES
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MAY BE USED TO ADJUST CASTING TO SLOPED
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SURFACE.
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"
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8"
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12"
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5.
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NO MORE THAN 2 GRADE RINGS MAY BE
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USED AT ONE LOCATION AND THE MAXIMUM
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HEIGHT OF ALL RINGS USED SHALL NOT
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EXCEED 12 INCHES.
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560
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730
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6.
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APPLY MASTIC BETWEEN ALL JOINTS.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 66: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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GENERAL NOTES
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SPECIFICATIONS
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MANHOLE SIZE STANDARDS
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AND GENERAL NOTES
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FOR DEEP MANHOLES
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7.
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8.
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9.
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10.
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11.
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12.
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13.
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216
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A MINIMUM FALL OF 0.10 FOOT SHALL BE
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PROVIDED.
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BASE OF MANHOLES GREATER THAN 12'
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DEEP TO BE REINFORCED WITH NO. 4
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BARS AT 12" BOTH WAYS.
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ASPHALT DAMPROOFING COMPOUND IS
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LEAKS IN MANHOLES OBSERVED DURING
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CONSTRUCTION OR INSPECTION SHALL
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BE CORRECTED IMMEDIATELY.
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MANHOLES SHALL PASS VACUUM TEST PER
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ASTM C-1244 PRIOR TO ACCEPTANCE.
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CASTINGS SHALL BE ASTM A-48, CLASS 35.
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CONCRETE FOR MANHOLES, CRADLE ENCASEMENT,
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ETC. SHOWN IN THESE DETAILS SHALL BE CLASS A".
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CONCRETE MANHOLE BARREL CONSTRUCTION SHALL
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CONFORM TO ASTM C-478 OR ITS LATEST REVISION.
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1.
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2.
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3.
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ALL DIMENSIONS ARE BASED ON SIZE OF
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LARGEST PIPE IN MANHOLE.
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MANHOLES FOR PIPE LARGER THAN 36"
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SHALL BE SPECIALLY DESIGNED.
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SHALLOW MANHOLE TYPE CONSTRUCTION
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SHOWN ON STD. DWG. 210 MAY BE USED
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FOR ALL MANHOLES UP TO 5' IN DEPTH.
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BOTTOM SLAB OF MANHOLES SHALL BE
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SPECIALLY DESIGNED WITH REGARD TO
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AREA, THICKNESS, AND REINFORCING IN
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SITUATIONS WHERE HIGH WATER TABLE
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OR UNSTABLE SOIL CONDITIONS EXIST.
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MANHOLE STEPS SHALL BE INSTALLED IN
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A VERTICAL LINE AND SHALL COMPLY WITH
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OSHA STANDARDS IN ALL RESPECTS.
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ALL FLOORS OF MANHOLES SHALL SLOPE
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AT LEAST 1" PER FT. FROM WALL TO
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CHANNELS AND SHALL HAVE SMOOTH
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FLOAT AND BRUSH FINISH.
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CHANNEL SURFACE OF MANHOLES
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FROM INLET TO OUTLET SHALL HAVE
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SMOOTH FLOAT FINISH.
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ELEVATIONS OF PIPES IN MANHOLES
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SHALL BE SUCH THAT THE TOP OF ALL
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INFLUENT PIPES WILL BE AT AN EL-
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EVATION EQUAL TO OR GREATER THAN
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THE TOP OF THE EFFLUENT PIPE.
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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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6.
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"
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14.
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ALL INLETS, INCLUDING LATERALS, MUST HAVE
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FLOW CHANNELS.
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REQUIRED ON PRECAST MANHOLES IN WET
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AREAS OR OTHERWISE AS DIRECTED BY THE
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ENGINEER.
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15.
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NEW CONNECTIONS TO EXISTING SANITARY
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SEWER MANHOLES MUST REPLACE EXISTING
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BRICK MANHOLES OR DAMAGED MANHOLES
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AT NO EXPENSE TO THE LFUCG.
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16.
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FIELD POURED BASES (DOGHOUSE MANHOLES)
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SHALL ONLY BE ALLOWED WITH PRIOR
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APPROVAL OF THE LFUCG.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 67: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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1.
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2.
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L"
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L"
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L"
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SUM OF
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PARTIAL
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ANGLES
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DEFLECTION
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ANGLE
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ANGLE Z"
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ANGLE Y"
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INSIDE WALL
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1' MIN.
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105%%D
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85%%d
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36"
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PIPE
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30"
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PIPE
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18"
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PIPE
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%%UPLAN SECTION
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%%UPLAN SECTION
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DEFLECTION ANGLE
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CRITERIA FOR
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SANITARY MANHOLES
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217
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CIRCULAR MANHOLE NOTES:
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EXAMPLE FOR SANITARY MANHOLE SIZE SELECTION:
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"
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"
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THE ANGLE BETWEEN ANY TWO PIPES (e.g. ANGLE Y" OR Z") MUST BE
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GREATER THAN THE SUM OF THE PARTIAL ANGLES. REFER TO SEPARATE
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STANDARD DRAWINGS FOR TABLE OF MINIMUM PARTIAL ANGLES. ANGLES
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SMALLER THAN LISTED ON TABLE SHALL REQUIRE LARGER MANHOLE SELECTION.
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THE MAXIMUM DEFLECTION ANGLE BETWEEN ANY INCOMING PIPE AND THE
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CENTERLINE EXTENSION OF THE DISCHARGE PIPE SHALL BE NO MORE THAN
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90%%D FOR PIPES UP TO 24" IN DIAMETER. THE MAXIMUM DEFLECTION ANGLE
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FOR 27" TO 36" PIPES SHALL BE 75%%D.
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"
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"
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"
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"
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"
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FOR MANHOLE SHOWN AT RIGHT, THE ANGLE BETWEEN THE 18" AND 30" PIPES IS 85%%D
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AND THE ANGLE BETWEEN THE 30" AND 36" PIPES IS 105%%D. THE TABLE INDICATES
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THAT FOR A 5'-0" DIAMETER MANHOLE THE MINIMUM PARTIAL ANGLE FOR AN 18"
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PIPE IS 34%%D AND FOR A 30" PIPE IS 50%%D. THE SUM OF THE PARTIAL ANGLES
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IS 84%%D, THIS SUM IS LESS THAN THE 85%%D THEREFORE, A 5'-0" MANHOLE
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DIAMETER IS ACCEPTABLE.
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MANHOLE STEPS
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(SEE STD. DWG. 103)
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MANHOLE STEPS
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(SEE STD. DWG. 103)
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MANHOLE SIZE
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PIPE
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SIZE
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4'-0"
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5'-0"
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P. ANGLE
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L. DIST.
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P. ANGLE
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L. DIST.
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15"
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18"
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24"
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27"
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30"
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38%%D
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43%%D
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53%%D
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-
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-
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1'-10"
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1'-8"
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1'-6"
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-
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-
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30%%D
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34%%D
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39%%D
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45%%D
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50%%D
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2'-3"
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2'-3"
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2'-2"
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2'-0"
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1'-11"
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TABLE OF MINIMUM PARTIAL ANGLES
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FOR SANITARY MANHOLES
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 68: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD220.dwg, 9/19/2017 3:19:37 PM, AutoCAD PDF (Web and Mobile).pc3

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LEXINGTON
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KENTUCKY
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SANITARY
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SEWER
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1 "
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22 "
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3"
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3"
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1"
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7"
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21"
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23"
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25"
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1"
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1"
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1"
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36"
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21" MIN. DIA.
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+
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-
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MACHINED
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SEATING
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EDGES
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SET FRAME CASTING IN FULL MORTAR
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BED, FOR WATERTIGHT MANHOLE FRAME
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AND LID - SEE APPLICABLE STANDARD
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DRAWING
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STANDARD CIRCULAR
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MANHOLE FRAME & COVER
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%%UFRAME DETAIL
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%%UCOVER DETAIL
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220
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NOTE:
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12 R
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11 R
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/
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1
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2
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MANHOLE FRAME & LID ASSEMBLY SHALL HAVE A
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MINIMUM LID WEIGHT OF 120 LBS. AND A TOTAL
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MINIMUM FRAME & LID WEIGHT OF 305 LBS. WITH
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ALL STEEL IN ACCORDANCE WITH ASTM A-48
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CLASS 35 SPEC.
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1
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/
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2
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"
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/
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3
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4
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"
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/
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1
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2
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/
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3
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"
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4
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8
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/
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3
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"
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/
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4
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3
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1
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2
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/
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"
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/
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8
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1
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"
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8
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/
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"
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1
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4
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/
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"
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3
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1 "
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2
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1
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/
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1 "
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/
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1
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4
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8
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3
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/
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"
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/
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3
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4
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"
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1 "
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/
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2
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1
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"
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"
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2
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1
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/
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 69: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD222.dwg, 9/19/2017 3:21:31 PM, AutoCAD PDF (Web and Mobile).pc3

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LEXINGTON
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KENTUCKY
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SANITARY
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SEWER
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%%UNOTE:
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%%UFRAME DETAIL
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STANDARD WATERTIGHT
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MANHOLE FRAME & COVER
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" 0-RING GUIDE
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TO FRAME
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%%UPOSITIONING
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%%UHOLE
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%%UWATERTIGHT DETAIL
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7"
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222
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4 "-13"X1 "
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STAINLESS STEEL
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REC'D CAP SCREWS
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GREASED
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4 - S.S. " DIA.
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BOLTS GREASED
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MANHOLE FRAME & LID ASSEMBLY SHALL BE NEENAH
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#R-1916-D OR APPROVED EQUAL, HAVE A MINIMUM LID
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WEIGHT OF 150 LBS. AND A TOTAL MINIMUM FRAME
AutoCAD SHX Text
& LID WEIGHT OF 335 LBS. WITH ALL STEEL IN
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ACCORDANCE WITH ASTM A-48 CLASS 35 SPEC.
AutoCAD SHX Text
OR HIGHER.
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21"
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35"
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1 "
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25"
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23"
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22 "
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" X 1 " WATERTIGHT
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GASKET BETWEEN BOTTOM
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FRAME AND TOP OF BARREL
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POSITION HOLE
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POSITIONING HOLE
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%%UCOVER DETAIL
AutoCAD SHX Text
SET FRAME CASTING IN FULL MORTAR
AutoCAD SHX Text
BED, FOR WATERTIGHT MANHOLE FRAME
AutoCAD SHX Text
AND LID - SEE APPLICABLE STANDARD
AutoCAD SHX Text
DRAWING.
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2
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/
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1
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/
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4
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3
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/
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8
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3
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/
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8
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3
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4
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/
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3
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"
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/
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1
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2
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/
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3
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4
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8
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7
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/
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4
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/
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3
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11 " R
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2
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1
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/
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12 " R
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/
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1
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2
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
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DATE
AutoCAD SHX Text
APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 70: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD230.dwg, 9/20/2017 3:05:17 PM, AutoCAD PDF (Web and Mobile).pc3

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%%USECTION B-B
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6"
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12"
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GRADE
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6" TO 12"
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45%%D ANGLE
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PROVIDE NO. 5 BAR
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6' LONG TO PROTECT
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END OF PIPE FROM
AutoCAD SHX Text
TRENCHING EQUIPMENT
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MIN. SLOPE 1/8" PER FT.
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B
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B
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A
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A
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SANITARY SEWER LINE
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T" BRANCH
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18" MIN.
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PIPE LENGTH
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PIPE BEND
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%%USECTION A-A
AutoCAD SHX Text
230
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45%%D
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MIN.
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90%%D
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6"
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MIN.
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6"
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MIN.
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30" MIN. COVER UNLESS
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APPROVED BY THE ENGINEER,
AutoCAD SHX Text
AND SHALL MEET STATE
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PLUMBING CODE
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IN GENERAL ALL LATERALS SHALL BE INSTALLED TO WITHIN
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6' OF THE FINISH SURFACE OR GRADE
AutoCAD SHX Text
1'-0" MIN. TO PROVIDE
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BEARING FOR VERTICAL
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LOAD
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NOTE:
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LATERAL LENGTH REQUIREMENT IS THE GREATER
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OF:
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6'-0" AS PROJECTED ON THE HORIZ. PLANE
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1'-0" OUTSIDE THE EASEMENT
AutoCAD SHX Text
1'-0" INSIDE THE PROPERTY LINE
AutoCAD SHX Text
EASEMENT/PROPERTY LINE
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NO CONCRETE SHALL BE PLACED
AutoCAD SHX Text
ON TOP OF PIPE. SEE STD.
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DWG. 200
AutoCAD SHX Text
CONCRETE CRADLE
AutoCAD SHX Text
SEE STD. DWG. 200
AutoCAD SHX Text
SEE STD. DWG. 200 FOR
AutoCAD SHX Text
BEDDING, TRENCHING, LAYING,
AutoCAD SHX Text
AND BACKFILLING
AutoCAD SHX Text
SEE APPLICABLE STANDARD DRAWING
AutoCAD SHX Text
FOR BEDDING, TRENCHING, LAYING,
AutoCAD SHX Text
AND BACKFILLING
AutoCAD SHX Text
HOUSE LATERAL FOR GREATER
AutoCAD SHX Text
THAN 6' DEEP SEWER IN
AutoCAD SHX Text
SOIL & ROCK EXCAVATION
AutoCAD SHX Text
"
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DIVISION OF ENGINEERING
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVAL:
AutoCAD SHX Text
URBAN COUNTY ENGINEER
AutoCAD SHX Text
COMMISSIONER
AutoCAD SHX Text
INSERT EASILY REMOVABLE
AutoCAD SHX Text
WATERTIGHT PLUG AT END.
AutoCAD SHX Text
PER LFUCG DOE/DWQ MANUAL,
AutoCAD SHX Text
LATERAL MATERIAL & INSTALLATION SHALL COMPLY
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WITH SANITARY SEWER AND PUMP STATION MANUAL,
AutoCAD SHX Text
LFUCG, LATEST EDITION.
AutoCAD SHX Text
LFUCG, LATEST EDITION.
Page 71: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD231.dwg, 9/20/2017 3:03:03 PM, AutoCAD PDF (Web and Mobile).pc3

AutoCAD SHX Text
%%USECTION A-A
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6"
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12"
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GRADE
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T" BRANCH
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6"
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6" TO 12"
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45%%D ANGLE
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PROVIDE NO. 5 BAR
AutoCAD SHX Text
6' LONG TO PROTECT
AutoCAD SHX Text
END OF PIPE FROM
AutoCAD SHX Text
TRENCHING EQUIPMENT
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
CRUSHED STONE NO. 9, SEE
AutoCAD SHX Text
APPLICABLE STANDARD DRAWING
AutoCAD SHX Text
MIN. SLOPE 1/8" PER FT.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
HOUSE LATERAL FOR GREATER
AutoCAD SHX Text
THAN 6' DEEP SEWER
AutoCAD SHX Text
IN SOIL
AutoCAD SHX Text
231
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45%%D BEND
AutoCAD SHX Text
30" MIN. COVER, UNLESS APPROVED
AutoCAD SHX Text
BY THE ENGINEER, AND SHALL MEET
AutoCAD SHX Text
STATE PLUMBING CODE
AutoCAD SHX Text
IN GENERAL ALL LATERALS SHALL BE INSTALLED TO WITHIN
AutoCAD SHX Text
6' OF THE FINISHED SURFACE GRADE
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
LATERAL LENGTH REQUIREMENT IS THE
AutoCAD SHX Text
GREATER OF:
AutoCAD SHX Text
6'-0" AS PROJECTED ON THE HORIZ. PLANE
AutoCAD SHX Text
1'-0" OUTSIDE THE EASEMENT
AutoCAD SHX Text
1'-0" INSIDE THE PROPERTY LINE
AutoCAD SHX Text
45%%D MIN.
AutoCAD SHX Text
EASEMENT/PROPERTY LINE
AutoCAD SHX Text
SEE STD. DWG. 200 FOR
AutoCAD SHX Text
BEDDING, TRENCHING, LAYING,
AutoCAD SHX Text
AND BACKFILLING
AutoCAD SHX Text
SEE STD. DWG. 200 FOR
AutoCAD SHX Text
BEDDING, TRENCHING, LAYING,
AutoCAD SHX Text
AND BACKFILLING
AutoCAD SHX Text
"
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DIVISION OF ENGINEERING
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVAL:
AutoCAD SHX Text
URBAN COUNTY ENGINEER
AutoCAD SHX Text
COMMISSIONER
AutoCAD SHX Text
INSERT EASILY REMOVABLE
AutoCAD SHX Text
WATERTIGHT PLUG AT END.
AutoCAD SHX Text
PER LFUCG DOE/DWQ MANUAL,
AutoCAD SHX Text
LATERAL MATERIAL & INSTALLATION SHALL COMPLY
AutoCAD SHX Text
WITH SANITARY SEWER AND PUMP STATION MANUAL,
AutoCAD SHX Text
LFUCG, LATEST EDITION.
AutoCAD SHX Text
LFUCG, LATEST EDITION.
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G:\ENGDATA\Standard Drawings 2017\SD232.dwg, 9/20/2017 2:58:38 PM, AutoCAD PDF (Web and Mobile).pc3

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GRADE
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6" TO 12"
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45%%D ANGLE
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PROVIDE NO. 5 BAR
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6' LONG TO PROTECT
AutoCAD SHX Text
END OF PIPE FROM
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TRENCHING EQUIPMENT
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
%%USECTION A-A
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T" BRANCH
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MIN. SLOPE 1/8" PER FT.
AutoCAD SHX Text
6"
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12"
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6"
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6' MAX DEPTH.
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A
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A
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232
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INSERT EASILY REMOVABLE
AutoCAD SHX Text
WATERTIGHT PLUG AT END.
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30" MIN. COVER, UNLESS APPROVED
AutoCAD SHX Text
BY THE ENGINEER, AND SHALL MEET
AutoCAD SHX Text
STATE PLUMBING CODE
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
LATERAL LENGTH REQUIREMENT IS THE
AutoCAD SHX Text
GREATER OF:
AutoCAD SHX Text
6'-0" AS PROJECTED ON THE HORIZ. PLANE
AutoCAD SHX Text
1'-0" OUTSIDE THE EASEMENT
AutoCAD SHX Text
1'-0" INSIDE THE PROPERTY LINE
AutoCAD SHX Text
EASEMENT/PROPERTY LINE
AutoCAD SHX Text
45%%D MIN.
AutoCAD SHX Text
"
AutoCAD SHX Text
CRUSHED STONE NO. 9, SEE
AutoCAD SHX Text
STD. DWG. 200
AutoCAD SHX Text
SEE STD. DWG. 200 FOR
AutoCAD SHX Text
BEDDING, TRENCHING, LAYING,
AutoCAD SHX Text
AND BACKFILLING
AutoCAD SHX Text
SEE STD. DWG. 200 FOR
AutoCAD SHX Text
BEDDING, TRENCHING, LAYING,
AutoCAD SHX Text
AND BACKFILLING
AutoCAD SHX Text
HOUSE LATERAL
AutoCAD SHX Text
FOR SHALLOW SEWER
AutoCAD SHX Text
IN SOIL OR ROCK
AutoCAD SHX Text
PER LFUCG DOE/DWQ MANUAL,
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DIVISION OF ENGINEERING
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVAL:
AutoCAD SHX Text
URBAN COUNTY ENGINEER
AutoCAD SHX Text
COMMISSIONER
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LATERAL MATERIAL & INSTALLATION SHALL COMPLY
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WITH SANITARY SEWER AND PUMP STATION MANUAL,
AutoCAD SHX Text
LFUCG, LATEST EDITION.
AutoCAD SHX Text
LFUCG, LATEST EDITION.
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G:\ENGDATA\Standard Drawings 2017\SD233.dwg, 9/19/2017 3:32:15 PM, AutoCAD PDF (Web and Mobile).pc3

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GROUND LINE
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CLEAN - OUT"
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TEE
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HOUSE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
DEVICE
AutoCAD SHX Text
SEWER PIPE FROM HOUSE TO THE LONG
AutoCAD SHX Text
SWEEP L" MUST BE IN ACCORDANCE WITH
AutoCAD SHX Text
STATE PLUMBING CODE AND LFUCG ENG/DWAG
AutoCAD SHX Text
%%UNOTE:
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P
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L
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233
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LATERAL CLEANOUT IN
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NON-PAVED AREAS
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AND YARDS
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"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
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PIPE AND INSTALLATION PER
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STATE PLUMBING CODE AND
AutoCAD SHX Text
LFUCG ENG/DWAQ MANUALS.
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"
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"
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FERNCO ADAPTER OR APPROVED EQUAL, OR
AutoCAD SHX Text
METALLIC TAPE WRAPPED AROUND OUTSIDE
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OF PIPE
AutoCAD SHX Text
REFER TO STD. DWG. 231 FOR DETAILS OF
AutoCAD SHX Text
HOUSE LATERAL FOR GREATER THAN 6' DEEP
AutoCAD SHX Text
SEWER IN SOIL" AND STD. DWG. 230 FOR
AutoCAD SHX Text
DETAILS OF HOUSE LATERAL FOR GREATER
AutoCAD SHX Text
THAN 6' DEEP SEWER IN SOIL AND ROCK
AutoCAD SHX Text
REFER TO STD. DWG. 232 FOR DETAILS
AutoCAD SHX Text
OF HOUSE LATERAL FOR SHALLOW SEWER
AutoCAD SHX Text
IN SOIL OR ROCK"
AutoCAD SHX Text
SEE STD. DWG. 200 FOR
AutoCAD SHX Text
BEDDING, TRENCHING, LAYING,
AutoCAD SHX Text
AND BACKFILLING
AutoCAD SHX Text
EXCAVATION"
AutoCAD SHX Text
MANUALS.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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S

CLEAN

OUT

G:\ENGDATA\Standard Drawings 2017\SD234.dwg, 9/19/2017 3:33:52 PM, AutoCAD PDF (Web and Mobile).pc3

AutoCAD SHX Text
GROUND LINE
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HOUSE
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234
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LATERAL CLEANOUT
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IN NON-PAVED
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"
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"
AutoCAD SHX Text
"
AutoCAD SHX Text
PIPE AND INSTALLATION
AutoCAD SHX Text
PER STATE PLUMBING CODE
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REFER TO STD. DWG. 231 FOR DETAILS OF
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HOUSE LATERAL FOR GREATER THAN 6' DEEP
AutoCAD SHX Text
SEWER IN SOIL" AND STD. DWG. 230 FOR
AutoCAD SHX Text
DETAILS OF HOUSE LATERAL FOR GREATER
AutoCAD SHX Text
THAN 6' DEEP SEWER IN SOIL AND ROCK
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REFER TO STD. DWG. 232 FOR DETAILS
AutoCAD SHX Text
OF HOUSE LATERAL FOR SHALLOW SEWER
AutoCAD SHX Text
IN SOIL OR ROCK"
AutoCAD SHX Text
SEE STD. DWG. 200 FOR
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BEDDING, TRENCHING,
AutoCAD SHX Text
LAYING, AND BACKFILLING
AutoCAD SHX Text
EXCAVATION"
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RIGHT OF WAY OR EASEMENT
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AREAS AND YARDS
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NOTES:
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SEWER PIPE FROM HOUSE TO CLEANOUT MUST BE IN
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ACCORDANCE WITH STATE PLUMBING CODE AND LFUCG
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TWO-WAY CLEANOUT TEE IS TO BE INSTALLED BY THE
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PLUMBER AND OR CONTRACTOR PRIOR TO CONNECTION
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OF THE LATERAL TO PUBLIC SANITARY SEWER LINE.
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CLEANOUT TO BE INSTALLED AT THE END OF PUBLICLY
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MAINTAINED SEWER. POINT TO BE DETERMINED BY THE
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DIVISION OF ENGINEERING.
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CLEANOUT WITH THREADED PLUG
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24"X24"X24" CONCRETE PAD (OPTIONAL)
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SANITARY SEWER CLEANOUT FRAME AND COVER (SEE DETAIL BELOW)
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TWO-WAY
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CLEANOUT TEE
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2" X 3" LETTERS
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1" LETTERS
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EASEMENT OR ROW LINE
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AND LFUCG ENG/DWAQ MANUALS
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ENG/DWAQ MANUALS.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 75: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD240.dwg, 9/19/2017 3:37:43 PM, AutoCAD PDF (Web and Mobile).pc3

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SANITARY SEWER STREAM
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CROSSING AND STREAM BED
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240
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1.
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2.
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NOTES:
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A WATERSTOP SHALL BE PROVIDED
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ON THE UPSTREAM SIDE OF THE
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DOWNSTREAM MANHOLE.
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PIPE TO BE DUCTILE IRON WHEN DEPTH
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OF COVER IS LESS THAN 4'.
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3.
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SPECIAL DESIGN REQUIRED WHEN
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COVER IS 30" OR LESS.
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EXISTING CREEK BED
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3000 PSI CONCRETE CAP
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#9 STONE
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UNDISTURBED
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EARTH
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3000 PSI CONCRETE CAP
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#9 STONE
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#9 STONE
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3000 PSI CONCRETE CAP
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CREEK GRAVEL (OR NO. 2's)
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M.J. DUCTILE IRON CARRIER PIPE DUCTILE IRON CARRIER PIPE OR PVC CARRIER PIPE IN STEEL CASING PIPE
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CREEK BED
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CONCRETE CAP SHALL BE PLACED
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ACROSS CHANNEL BED AND EXTEND 10 FT.
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MIN. INTO EACH CHANNEL BANK, MEASURED
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FROM BOTTOM OF BANK.
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SAWCUT EDGE OF TRENCH (4" MIN. DEPTH)
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TO PREVENT FRACTURING OF SURFACE
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BEDROCK BEYOND TRENCH EXCAVATION
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(TYP. EACH SIDE).
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WHILE CROSSING THE CREEK WITH
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EQUIPMENT, PROVIDE NECESSARY MEANS TO
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PREVENT FRACTURING OF BEDROCK OUTSIDE
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THE TRENCH, BY USING GRAVEL, SWAMP
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MATS, OR OTHER APPROVED METHOD.
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TOP OF BANK
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EXISTING CREEK BED
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CREEK BED
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#9 STONE
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3000 PSI CONCRETE CAP
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TOP OF BANK
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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MIN.
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M.J. DUCTILE IRON CARRIER PIPE DUCTILE IRON CARRIER PIPE OR PVC CARRIER PIPE IN STEEL CASING PIPE
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CREEK CROSSING DETAIL FOR SOIL CREEKBED
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CREEK CROSSING DETAIL FOR ROCK CREEKBED
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4.
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CONTRACTOR SHALL USE THE CREEK
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CROSSING DETAIL THAT CORRESPONDS
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TO THE CHANNEL BED ENCOUNTERED.
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RESTORATION DETAIL
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 76: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD250.dwg, 9/19/2017 3:41:57 PM, AutoCAD PDF (Web and Mobile).pc3

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GAS TIGHT MANHOLE
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FRAME AND COVER FOR
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TRAFFIC DUTY ANTICIPATED
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OUTLET
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INLET
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SOLID MANHOLE COVER
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6" THICK CONCRETE PAD
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24" DIA. PRECAST
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MANHOLE BARREL
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GROUT
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GRADE OR PAVING
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INLET
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PRECAST CONCRETE
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GREASE OR SEPTIC
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TANK
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" SAND CUSHION
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GROUT
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OUTLET
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LIQUID
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LEVEL
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varies
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%%UTOP VIEW
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%%USECTION
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250
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CLEANOUT (REQUIRED)
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WATER STOPS
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(FLEXIBLE NEOPRENE
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GASKET WATER STOP)
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CLEANOUT (REQUIRED)
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GREASE INTERCEPTOR
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TYPICAL
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CONFIGURATION
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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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6.
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7.
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GENERAL NOTES:
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THIS STRUCTURE IS TO BE ACCESSIBLE FOR MAINTENANCE
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OR INSPECTION WITH COVERS AND CLEANOUTS BROUGHT
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TO GRADE.
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DESIGN CRITERIA SHALL BE HS-20 LOADING.
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FLOW TO THE INTERCEPTOR SHALL EXCLUDE SANITARY
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SEWAGE AND SURFACE DRAINAGE.
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DESIGN AND CAPACITY OF GREASE INTERCEPTOR TO BE
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CERTIFIED BY ENGINEER IN ACCORD WITH KENTUCKY STATE
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PLUMBING CODE AND REVIEWED FOR CAPACITY BY THE
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DIVISION OF WATER QUALITY PRIOR TO CONSTRUCTION.
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MULTIPLE COMPARTMENT INTERCEPTORS ARE ACCEPTABLE.
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THE MINIMUM CAPACITY OF INTERCEPTORS IS 1000 GALLONS.
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PIPE CLEANOUT TEE SHALL BE THE SAME SIZE AS THE
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PIPE AND BE WITHIN 6' OF THE GREASE INTERCEPTOR ON
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THE OUTLET LINE. THE INLET LINE CLEANOUT IS OPTIONAL.
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OUTLET TEE
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2
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/
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1
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SECTION, MINIMUM
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MANUFACTURER WILL PROVIDE GREASE TRAP WITH TWO(2)
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ACCESS POINTS AS SHOWN. PLUMBING CONTRACTOR TO
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INSTALL FIXTURES AS SHOWN.
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8.
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CLEANOUT
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CLEANOUT
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STAINLESS
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STEEL HANGER
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STAINLESS
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STEEL HANGER
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INLET TEE
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9.
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DIAMETER OF PIPE IN GREASE INTERCEPTOR SHALL BE THE
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SAME DIAMETER AS THE INLET LATERAL PIPE.
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(REQUIRED)
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(required)
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CONCRETE
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BAFFLE
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CONCRETE
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COLLAR (TYP)
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BAFFLE OPENING
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36" X 12"
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 77: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD260.dwg, 9/19/2017 3:44:27 PM, AutoCAD PDF (Web and Mobile).pc3

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%%USEWER CONNECTION TO EXISTING MANHOLE
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REMOVE PORTION OF
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EXISTING MANHOLE &
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REPLACE WITH WATER-
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PROOF NON-SHRINK
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GROUT OR MORTAR
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EXISTING
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SEWER
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REMOVE PORTION OF
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EXISTING CONCRETE
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BENCH. FINISH FLOW
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LINE SURFACE SMOOTH
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NEW SEWER
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PIPE
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260
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SEWER CONNECTION TO
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EXISTING CONCRETE MANHOLE
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EXISTING MANHOLE
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AND A WATERTIGHT
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GASKET
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FLEXIBLE ACID
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RESISTANT NEOPRENE
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GASKET WATERSTOP
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1" MIN (TYP)
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FLEXIBLE ACID
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RESISTANT NEOPRENE
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GASKET WATERSTOP
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REMOVE PORTION OF
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EXISTING MANHOLE &
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REPLACE WITH WATER-
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PROOF NON-SHRINK
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GROUT OR MORTAR
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AND A WATERTIGHT
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GASKET
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ALL HOLES CUT INTO SEWER MANHOLES SHALL BE CORE DRILLED.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 78: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

***PENDING LAND SUBDIVISION REGULATIONS UPDATE***

G:\ENGDATA\Standard Drawings 2017\SD300.dwg, 9/19/2017 3:51:41 PM, AutoCAD PDF (Web and Mobile).pc3

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70' R.O.W.
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25.5'
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25.5'
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70' R.O.W.
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20'
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20'
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60' R.O.W.
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20'
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20'
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18'
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18'
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13.5'
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13.5'
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15'
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15'
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50' R.O.W.
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50' R.O.W.
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4'
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5.5'
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50'
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5.5'
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4'
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4'
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10.5'
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40'
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10.5'
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4'
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4'
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5.5'
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30'
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5.5'
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4'
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4'
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7'
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27'
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7'
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4'
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4'
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5.5'
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40'
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5.5'
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4'
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4'
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7.5'
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36'
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7.5'
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4'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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0.5'
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%%UNON-RESIDENTIAL COLLECTOR
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%%UNON-RESIDENTIAL OR INDUSTRIAL COLLECTOR
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%%URESIDENTIAL COLLECTOR AND INDUSTRIAL LOCAL
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%%URESIDENTIAL COLLECTOR
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%%URESIDENTIAL CUL-DE-SAC
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%%URESIDENTIAL CONTINUING LOCAL
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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PER
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PER
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PER
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PER
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PER
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FT.
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PER
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER
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FT.
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PER FT.
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PER FT.
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(OBSOLETE) - USED TO COMPLETE EXISTING STREETS
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TYPICAL STREET
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SECTIONS
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300
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NOTES:
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1.
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2.
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60' R.O.W.
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PER
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FT.
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/
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20'
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2' MIN.
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2' MIN.
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%%URURAL LOCAL
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4:1
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60' R.O.W.
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4:1
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SLOPES AND DRAINAGE DITCHES OUTSIDE THE R.O.W. SHALL BE APPROVED BY
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THE ENGINEER.
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THE APPLICATIONS AND USES OF THE ABOVE TYPICAL SECTIONS SHALL BE
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IN ACCORDANCE WITH THE L.F.U.C.G. LAND SUBDIVISION REGULATIONS, ARTICLE 6.
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"
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%%UOR COMMERCIAL SERVICE
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3.
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PARKING RESTRICTED TO ONE SIDE OF ROADWAY.
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%%UAND CONTINUING LOCAL
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(SEE NOTE 3)
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 79: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

G:\ENGDATA\Standard Drawings 2017\SD301.dwg, 9/21/2017 3:51:31 PM, AutoCAD PDF (Web and Mobile).pc3

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6"
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1"
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12"
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6"
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6"
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2'-0"
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1"
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2'-0"
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14"
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2'-7"
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8"
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2'-0"
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2'-0"
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12"
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1.
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3.
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4.
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%%UTYPE 1
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%%UTYPE 2
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%%UTYPE 3
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%%UTYPE 4
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(RESIDENTIAL LOCAL STREETS ONLY)
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CURB & GUTTER
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301
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NOTES:
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"
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FULL DEPTH EXPANSION JOINTS SHALL BE CONSTRUCTED AT ALL
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BREAKS IN ALIGNMENT, AT CONTACT WITH NEW OR
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EXISTING CONCRETE, AT ALL DRAINAGE INLETS, AT THE
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BEGINING AND ENDING POINTS OF CURVES, AND NOT
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TO EXCEED 200' MAXIMUM SPACING FOR SLIP FORM
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APPLICATION AND 30' MAXIMUM SPACING FOR HAND PLACED.
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ALL CONCRETE SHALL BE CURED WITH WHITE PIGMENTED
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MEMBRANE FORMING COMPOUND (AASHTO M 148, TYPE 2).
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10"
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PAVEMENT SLOPE
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2"R
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6"R
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12"R
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CONCRETE SHALL BE KDOT CLASS A".
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SAWED CONTRACTION JOINTS SHALL BE CONSTRUCTED EVERY
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20 FEET, WITH A MIN. DEPTH OF 3", IN ACCORDANCE WITH
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KDOT STANDARD SPECIFICATION.
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/
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3
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4
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4
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1
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2
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1
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2
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"R
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1
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"R
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1
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2
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"R
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2
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1
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2
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1
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 80: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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3"
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6"
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6"
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1"
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1"
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LONGITUDINAL
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BAR
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PAVEMENT
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SLOPE
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NO. 4 BAR AT 2'-6" O.C.
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1'-0"
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1'-0"
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6"
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1'-0"
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6"
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1"
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PAVEMENT
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SLOPE
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6"
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1"
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6"
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1'-0"
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7"
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4"
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4"
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PAVEMENT
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SLOPE
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6"
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6"
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1"
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1'-6"
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LONGITUDINAL
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CONST. JOINT
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PAVEMENT
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SLOPE
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TIE BAR
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1 " SAWCUT
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& JOINT SEALER
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%%UINTEGRAL CURB, TYPE 1
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%%UINTEGRAL CURB, TYPE 2
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%%UHEADER CURB
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%%UMONOLITHIC CURB AND SIDEWALK
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INTEGRAL CURB,
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HEADER CURB,
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MONOLITHIC CURB
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& SIDEWALK
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302
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FINISH GRADE
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UTILITY STRIP
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OR SIDEWALK
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18"
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NO. 4 BAR 2'-3" MIN. LONG AT 2'-6" O.C.
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NOTES:
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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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CONST. JOINT
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REQUIRED
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1"
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MIN.
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1" MIN.
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CONC. PVMT.
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"
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FULL DEPTH EXPANSION JOINTS SHALL BE CONSTRUCTED
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AT ALL BREAKS IN ALIGNMENT, AT ALL DRAINAGE
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INLETS AND AT THE BEGINNING AND ENDING
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POINTS OF CURVES.
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ALL CONCRETE, EXCEPT BONDING SURFACES, SHALL
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BE CURED WITH WHITE PIGMENTED MEMBRANE
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FORMING COMPOUND (AASHTO M 148, TYPE 2).
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" TOOLED GROOVE
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"/ FT. SLOPE
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VARIES (4' TYP.)
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4 " (MIN.)
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CONCRETE SHALL BE KDOT CLASS A".
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SAWED CONTRACTION JOINTS SHALL BE CONSTRUCTED
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EVERY 20 FEET, 3" MINIMUM DEPTH.
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THE CONTRACTOR HAS THE OPTION OF CONSTRUCTING THE
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STANDARD INTEGRAL CURB AS DETAILED IN EITHER TYPE 1
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OR 2. IF TYPE 2 IS CHOSEN A LONGITUDINAL CONSTRUCTION
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JOINT SHALL BE REQUIRED AND THE REMAINING PAVEMENT
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AND CURB SHALL BE CONSTRUCTED MONOLITHIC WITHOUT A
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HORIZONTAL CONSTRUCTION JOINT AND ACCOMPANYING
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REINFORCING STEEL (TYPE 1).
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COMPACTED
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DGA
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1
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4
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/
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2
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1
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/
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1
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2
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3
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8
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"R
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2
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1
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1
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"R
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2
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2
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1
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1
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"R
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2
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
Page 81: No. - Lexington, Kentucky...Sewer Manhole Adjustment Grade Rings: 216. Manhole Size Standards and General Notes for Deep Manholes: 217. Deflection Angle Criteria for Sanitary Manholes:

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303
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SIDEWALK CONSTRUCTION
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SPECIFICATIONS
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4'
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2'-0"
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7"
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6"
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%%USIDEWALK
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%%UCURB
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SLOPE: ":1'
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4'
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2'-0"
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7"
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6"
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%%USIDEWALK
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%%UCURB
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SLOPE: ":1'
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%%UGRASSY AREA
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SLOPE: ":1'
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4 "
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1
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2
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1
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1.
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2.
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4.
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%%UNOTES:
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/
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1
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2
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1
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4
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NORMAL SIDEWALK WIDTH SHALL BE 4' UNLESS CHANGE IS
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AUTHORIZED BY URBAN COUNTY ENGINEER'S OFFICE.
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DISTANCE WILL VARY WITH ROAD CROSS-SECTION.
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%%USHEET NOTES:
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1
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2
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%%USIDEWALK/CURB AND GUTTER
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CONCRETE SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED ON A
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THOROUGHLY COMPACTED SUB-GRADE AND SHALL BE FOUR AND ONE HALF
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(4 ) INCHES IN THICKNESS AND A MINIMUM WIDTH OF FOUR (4) FEET.
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THE SIDEWALKS SHALL BE PLACED ADJACENT TO THE STREET RIGHT-OF-WAY
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LINE. SLOPE TOWARD CURB SHALL BE ONE QUARTER ( ) OF AN INCH TO
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THE FOOT. CONSTRUCTION IN EXISTING NEIGHBORHOODS SHALL REQUIRE THE
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CONTRACTOR TO MATCH EXISTING GRADE AND SIDEWALK WIDTH UNLESS
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SPECIFIED OTHERWISE BY THE DIVISION OF ENGINEERING.
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%%USIDEWALK/CURB AND GUTTER
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%%UWITH GRASS UTILITY STRIP
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1
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2
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4
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1
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2
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/
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1
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4 "
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/
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2
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1
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4
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1
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CONCRETE SHALL MEET THE REQUIREMENTS FOR CLASS "A" AND SHALL BE
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COATED WITH WHITE PIGMENTED CURING COMPOUND TYPE 2, ALL AS SPECIFIED
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IN KYTC SPECIFICATION, SECTION 823.02.
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3.
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CONTROL JOINTS SHALL BE PLACED AT INTERVALS EQUILAVENT TO THE SIDEWALK
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WIDTH, WITH A DEPTH OF 1/4 THE SIDEWALK THICKNESS.
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EXPANSION JOINT, FULL DEPTH AND SPAN
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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FULL DEPTH EXPANSION JOINTS SHALL BE PLACED AT CONTACT WITH NEW OR EXISTING
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CONCRETE, EXISTING CONCRETE, AT ABUTTING RIGID STRUCTURES OR FEATURES SUCH AS
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BUILDINGS, DRIVEWAYS, UTILITY POLES FIRE HYDRANTS, ECT. AND NOT TO EXCEED
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200' MAXIMUM SPACING FOR SLIP FORM APPLICATION AND 32' FOR HAND PLACED.
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EXPANSION MATERIAL SHALL BE 1/2" ASPHALTIC MATERIAL OR APPROVED EQUAL
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MEETING KYTC 807.04.03.
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5.
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SIDEWALK REPAIR FOR ANY CUTS MADE FOR UTILITY WORK REPLACEMENT
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SHALL BE FULL PANEL MATCHING THE ORIGINAL DIMENSIONS.
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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%%UPLAN VIEW
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NORMAL TREATMENT FOR ARTERIALS
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AND SIGNALIZED INTERSECTIONS
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EXPANSION JOINT
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CURB AND GUTTER
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HEADER CURB
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RAMP 1
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GUTTER
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SEE DETAIL A
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2
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3
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6"
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6"
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RAMP WIDTH
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4' MIN.
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SLOPE EARTH TO MEET
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RAMP ELEVATION
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4
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INLET LOCATIONS WILL VARY, DEPENDENT ON CROSSWALK AND RAMP
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LOCATION.
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THE RAMP SHALL BE CONSTRUCTED OF CLASS A" CONCRETE.
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THE NORMAL GUTTER LINE SHOULD BE MAINTAINED THROUGH THE RAMP.
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RAMPS SHOULD BE LOCATED WITHIN MARKED LIMITS OF CROSSWALKS.
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MAXIMUM RAMP SLOPE 1":1'.
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NO BUMP PERMITTED.
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" EXPANSION JOINT AT BACK OF CURBLINE AND SIDEWALK LINE, FULL
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1
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2
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3
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4
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2
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SIDEWALK
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RAMP
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%%UDETAIL A
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%%UPROFILE
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1
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" MAX.
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1'-0"
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1.
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2.
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3.
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4.
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4' SIDEWALK
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SLOPE VARIES UNIFORMLY TO A MAXIMUM OF 1":1' AT GUTTER LINE.
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4 "
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304
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%%UNOTES:
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WHERE NO CURB EXISTS, STREET EDGE SHALL BE SAW CUT, OR AS
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DIRECTED BY L.F.U.C.G. ENGINEER.
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5.
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%%UCROSS SECTION
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SHEET NOTES:
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/
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1
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2
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1
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2
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1
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2
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AND SHALL UTILIZE CAST IN PLACE REPLACEABLE TACTILE WARNING TILE,
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SUCH AS ADA SOLUTIONS, INC., ACCESS TILE TACTILE SYSTEMS,
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ARMOR-TILE HERCULITE OR APPROVED EQUAL. TILE COLOR SHALL BE
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FEDERAL YELLOW.
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5
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MAXIMUM CROSS SLOPE OF SIDEWALK 1/4": 1'.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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6.
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MAXIMUM CROSS SLOPE OF LANDING 1/4": 1' IN ALL DIRECTIONS.
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6
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MAXIMUM LONGITUDINAL SLOPE 1/2": 1', OR ALONG THE
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CENTERLINE GRADE OF THE ADJACENT ROADWAY.
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5
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6
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1
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6
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5
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1
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6
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SIDEWALK REPAIR FOR ANY CUTS MADE FOR UTILITY WORK REPLACEMENT
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7.
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SHALL BE FULL PANEL MATCHING THE ORIGINAL DIMENSIONS.
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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DEPTH.
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DEPTH.
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CLASSIFICATION
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DRIVEWAY
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APRON
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SINGLE RESIDENTIAL
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DOUBLE OR JOINT
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RESIDENTIAL
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12'
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18'
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20'
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26'
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SIDEWALK
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VARIES
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6"
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%%USECTION C-C
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6"
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MAXIMUM ALLOWABLE APRON
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AND DRIVEWAY WIDTHS
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1 "
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%%USECTION A-A
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1 "
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"
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12"
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6"
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2"
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%%USECTION B-B
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DRIVEWAY
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SIDEWALK
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6"
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VARIES
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1
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1"
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1 "
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%%USECTION D-D
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2"R
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1":1'MAX.
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1"
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%%UENTRANCE WITH UTILITY STRIP
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%%UENTRANCE WITHOUT UTILITY STRIP
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1
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2.
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DRIVEWAY
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EDGE OF
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DRIVEWAY
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EDGE OF
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DRIVEWAY
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EXPANSION
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JOINT
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EXPANSION
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JOINT
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BACK OF WALK
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FRONT OF WALK
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SIDEWALK
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DRIVEWAY
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"
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EXPANSION
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JOINT
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APRON WIDTHS
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0' TO 2'
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MAX.
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BACK
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OF CURB
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FRONT
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OF CURB
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VARIES
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DRIVEWAY
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(WIDTH VARIES)
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A
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A
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C
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C
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DRIVEWAY
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(WIDTH VARIES)
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":1' BACK OF
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WALK TRANSITION 1
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EXPANSION
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JOINT
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EXPANSION
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JOINT
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B
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B
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A
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A
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D
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D
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307-1
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ENTRANCE DETAILS
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6"
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EXPANSION
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JOINT
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%%USTREET WITH
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%%UPARKING LANE
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%%USTREET WITHOUT
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%%UPARKING LANE
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EXPANSION JOINT
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EXPANSION JOINT
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BACK OF CURB
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FRONT OF CURB
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3'
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3'
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2
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2
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2
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2
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%%UNOTE:
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FOR USE WITH 6" HEADER CURB OR 6" CURB AND GUTTER
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TOP OF
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CURB
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GUTTER
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LINE
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TOP OF
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CURB
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3.
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4.
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%%UNOTES:
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0'-10'
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SLOPE
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1
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2
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5.
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CONTRACTION
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JOINT
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SPACE CONTRACTION JOINTS
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EVENLY ACROSS DRIVEWAY.
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6"
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CURB DEPRESSED, FULL
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WIDTH OF FLARES.
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/
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1
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2
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0'
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2'
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4'
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5'
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1 "
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/
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1
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2
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1"
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6'
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0"
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8'
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0"
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10'
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7.29%
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2.08%
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2.08%
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8.33%
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7.50%
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SLOPE
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ON APRON
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N/A
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UTILITY
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STRIP
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WIDTH
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DROP
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BACK OF
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4' SIDEWALK
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SIDEWALK
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SLOPE
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":1' CROSS SLOPE
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8.33%
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8.33%
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8.33%
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8.33%
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1 "
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/
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1
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2
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1 "
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/
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1
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2
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1 "
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/
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1
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2
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5.21%
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3.12%
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2.08%
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2.08%
AutoCAD SHX Text
/
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1
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4
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0'
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2'
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3'
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4'
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1 "
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/
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1
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2
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1"
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6'
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0"
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8'
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0"
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10'
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7.29%
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2.08%
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2.08%
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8.33%
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5.42%
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SLOPE
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ON APRON
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N/A
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UTILITY
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STRIP
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WIDTH
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DROP
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BACK OF
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4' SIDEWALK
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SIDEWALK
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SLOPE
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":1' CROSS SLOPE
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8.33%
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8.33%
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7.64%
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6.25%
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1 "
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/
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1
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2
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1 "
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/
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1
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2
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4.17%
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2.60%
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2.08%
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2.08%
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0"
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BASED ON UTILITY
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STRIP WITH
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BASED ON UTILITY
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STRIP WITH
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6.
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DROP BACK OF SIDEWALK GRADE 1 " OVER
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3' TO PROVIDE A MAXIMUM SLOPE OF 1":1'.
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PROVIDE A SAWED JOINT ALONG CENTER LINE
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OF APRON.
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MAXIMUM DROP AT BACK OF SIDEWALK SHALL
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NOT EXCEED 1 ".
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MAXIMUM CROSS SLOPE ON SIDEWALK SHALL
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MAXIMUM SLOPE ON APRON SHALL NOT EXCEED
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1":1' (8.3%).
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ENTIRE APRON FROM BACK OF CURB TO BACK
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OF SIDEWALK SHALL BE CONSTRUCTED WITH
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A SINGLE POUR.
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RESIDENTIAL
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1'-0 MIN.
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3'-0 MAX. TYP.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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14" = 1'
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NOT EXCEED " = 1'14" = 1'
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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7.
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ALL EXPANSION JOINTS SHALL BE FULL DEPTH.
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ALL EXPANSION JOINTS SHALL BE FULL DEPTH.
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CLASSIFICATION
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DRIVEWAY
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STANDARD APRON
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NON-RESIDENTIAL
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COMMERCIAL
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LOADING
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INDUSTRIAL
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30'
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5' STRAIGHT FLARE=40' CURB CUT
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30'
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15' STRAIGHT FLARE=60' CURB CUT
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40'
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20' STRAIGHT FLARE=80' CURB CUT
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SIDEWALK
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VARIES
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6"
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%%USECTION C-C
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6"
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MAXIMUM ALLOWABLE APRON
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AND DRIVEWAY WIDTHS
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1 "
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%%USECTION A-A
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1 "
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"
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12"
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6"
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2"
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%%USECTION B-B
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DRIVEWAY
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SIDEWALK
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6"
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1"
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1 "
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%%USECTION D-D
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2"R
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1"
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%%UENTRANCE WITH UTILITY STRIP
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%%UENTRANCE WITHOUT UTILITY STRIP
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1.
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DRIVEWAY
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EDGE OF
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DRIVEWAY
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EDGE OF
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DRIVEWAY
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EXPANSION
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JOINT
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EXPANSION
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JOINT
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BACK OF WALK
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FRONT OF WALK
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SIDEWALK
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DRIVEWAY
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"
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EXPANSION
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JOINT
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VARIES
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APRON WIDTHS
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3'-0"
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MAX.
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0' TO 2'
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MAX.
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BACK
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OF CURB
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FRONT
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OF CURB
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VARIES
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DRIVEWAY
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(WIDTH VARIES)
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A
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A
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C
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C
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DRIVEWAY
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(WIDTH VARIES)
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":1' BACK OF
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WALK TRANSITION
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EXPANSION
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JOINT
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EXPANSION
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JOINT
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B
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B
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A
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A
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D
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D
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ENTRANCE DETAILS
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6"
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EXPANSION
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JOINT
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%%USTREET WITH
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%%UPARKING LANE
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%%USTREET WITHOUT
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%%UPARKING LANE
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EXPANSION JOINT
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EXPANSION JOINT
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BACK OF CURB
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FRONT OF CURB
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5'
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/
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1
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2
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5'
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/
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1
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2
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/
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1
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2
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1
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2
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/
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1
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2
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TOP OF
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CURB
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GUTTER
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LINE
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TOP OF
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CURB
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2.
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%%UNOTES:
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0'-10'
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SLOPE
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3.
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CONTRACTION
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JOINT
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SPACE CONTRACTION JOINTS
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EVENLY ACROSS DRIVEWAY.
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6"
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CURB DEPRESSED, FULL
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WIDTH OF FLARES.
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PROVIDE A SAWED JOINT ALONG CENTER LINE
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OF APRON.
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MAXIMUM CROSS SLOPE ON SIDEWALK SHALL
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NOT EXCEED
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MAXIMUM SLOPE ON APRON SHALL NOT EXCEED
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1 ":1'.
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COMMERCIAL
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/
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1
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4
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":1'
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/
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1
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4
AutoCAD SHX Text
1
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":1'
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":1'
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/
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1
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4
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.
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/
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1
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2
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/
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1
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2
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1 ":1'
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/
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1
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2
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FRONT OF SIDEWALK ELEVATION DETERMINED BY ADDING
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": 1' ACROSS UTILITY STRIP FROM TOP OF CURB. IF
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COMING OFF 1 " LIP ADD ANOTHER 4 " TO DETERMINE
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ELEVATION AT FRONT OF SIDEWALK.
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/
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1
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2
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/
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1
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2
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ALTERNATE APRON
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10' RADIAL FLARE=50' CURB CUT
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20' RADIAL FLARE=70' CURB CUT
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25' RADIAL FLARE=90' CURB CUT
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4. NO CATCH BASINS WILL BE PUT IN APRONS.
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307-2
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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5. ALL EXPANSION JOINTS SHALL BE FULL DEPTH.
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5. ALL EXPANSION JOINTS SHALL BE FULL DEPTH.
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TRUSS TIGHTENER
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OVER CLAMP
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BRACE
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CAP OR FITTED
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1.250"
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1.625"
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0.0747"
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14 GA.
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1.70"
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0.750"
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0.750"
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2.250"
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0.121"
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R
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0.250"
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1.70"
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2.250"
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0.125"
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3.50"
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3.50"
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0.1345"
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10 GA.
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1'-6"
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3'-6" FOR 5'&6'FENCE
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2"
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1'-0"
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2'-6" FOR 6'
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10' MAX.
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10' MAX.
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8
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7
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4
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1
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6
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5
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4
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2
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3
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LINE
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POST
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2
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LINE POST
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7
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1
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5
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5
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3
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3
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TERMINAL POST &
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CORNER POST
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LINE POST
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H-COLUMN
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LINE POST
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HEAVY C" ROLL FORM
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TOP & BRACE
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RAIL
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%%UBRACE & TRUSS
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%%UCONNECTION
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NOTES:
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LEGEND-(ALTERNATES)
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TUBULAR
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ROLL FORMED
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OR
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CHAIN LINK FENCE
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3'-6'
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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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6
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7
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8
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308
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CLASS B" CONCRETE (MIN.)
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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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6.
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7.
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8.
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FENCE
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3'-6'
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FINISH
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GRADE
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CORE DRILLED OR
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PRESET SLEEVE
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NON-SHRINK
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GROUT
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PER MANUFACTURER
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FENCE
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POST
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%%UDETAIL A"
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END POST
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CHAIN LINK
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SEAL WITH
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SILICONE GROUT
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FOR POST
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MOUNTING
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SEE DETAIL A"
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CORNER OR
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INTERMEDIATE
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PULL POST
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3'-0" FOR 3'&4'FENCE
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2'-0" FOR 4'
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2'-6" FOR 3'&4'
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3'-0" FOR 5'&6'
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2'-6" FOR 3'&4'
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3'-0" FOR 5'&6'
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SEE END POST
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FOR DIMENSIONS
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"
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CONCRETE
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HEADWALL OR
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RETAINING WALL
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"
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"
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%%UCHAIN LINK FENCE
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%%UMOUNTED TO CONCRETE
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%%UHEADWALL OR
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%%URETAINING WALL
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/
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3
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4
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/
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1
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2
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/
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3
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8
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/
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5
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8
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/
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5
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8
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/
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16
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3
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/
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5
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8
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/
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1
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4
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/
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7
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8
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/
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1
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8
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/
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1
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4
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/
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5
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16
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REMOVE FOR
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HEADWALL
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/
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1
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2
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2 "
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POST
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3.5"X3.5" @ 5.14#/L.F.
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2.250" H-COL.@ 3.26#/L.F.
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2.250" C-COL.@ 2.64#/L.F.
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0.375" TRUSS ROD & TIGHTENER
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NOT REQUIRED
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1.250"X1.625" @ 1.35#/L.F.
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1.250"X1.625" @ 1.35#/L.F.
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NOT REQUIRED
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NOT REQUIRED
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2 " O.D. @ 3.65#/L.F.
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2" O.D. @ 2.72#/L.F.
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" TRUSS ROD & TIGHTENER
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APPROVED CAPS
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1 " BRACE @ 2.27#/L.F.
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1 " O.D. @ 2.27#/L.F.
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"X " FLAT STRETCHER BAR
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BRACE BAND & TENSION BAND
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1 "X1 "
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ALL POSTS SHALL BE SET IN CONCRETE TO THE DIMENSIONS AS INDICATED ON THIS DRAWING.
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3' HIGH FENCE SHALL HAVE 3' FABRIC HEIGHT. 4' HIGH FENCE SHALL HAVE 4' FABRIC HEIGHT.
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5' HIGH FENCE SHALL HAVE 5' FABRIC HEIGHT. 6' HIGH FENCE SHALL HAVE 6' FABRIC HEIGHT.
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BRACE BANDS SHALL BE "X " GALVANIZED STEEL "X1 " CARRIAGE BOLT.
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POST CAPS AND SOCKET TYPE BRACE END CONNECTIONS SHALL BE GALVANIZED MALLEABLE
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IRON OR OTHER TYPE AS APPROVED BY THE ENGINEER. THEY SHALL BE DESIGNED IN
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A MANNER TO EXCLUDE MOISTURE FROM INSIDE POSTS AND RAILS.
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O.D. DEPICTED FOR TUBULAR POSTS IS NOMINAL-ASTM A-120 SHALL GOVERN.
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STRUCTURAL SHAPES SHALL CONFORM TO STD. SPEC. 816.07.01 EXCEPT YIELD SHALL BE
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A MIN. 45,000 P.S.I.
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INDISCRIMINATE MIXING OF POSTS WILL NOT BE PERMITTED.
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CHAIN LINK FENCE FABRIC SHALL BE 0.148 INCH NOMINAL DIAMETER (NO. 9 GAGE) WIRE
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WOVEN IN 2 INCH MESH.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DIVISION OF ENGINEERING
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STANDARD DRAWING NO.
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LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT
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DATE
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DATE
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APPROVAL:
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URBAN COUNTY ENGINEER
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COMMISSIONER
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fiberglass manhole installation instructions · Fiberglass Manhole Installation Instructions Openchannelflow fiberglass manholes must be handled and installed according to these general

fiberglass manhole installation instructions · Fiberglass Manhole Installation Instructions Openchannelflow fiberglass manholes must be handled and installed according to these general

PRECAST CONCRETE MANHOLES · PRECAST CONCRETE MANHOLES Round Structures • ASTM C478, “Standard Specification for Precast Reinforced Concrete Manhole Sections”

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Standard Manhole, Catch Basin, Vault, and Trench …graniteprecast.com/.../07/CERTIFICATION-Manholes-Cat… ·  · 2014-04-15Title: Microsoft Word - CERTIFICATION-Manholes-Catch-basins-Vaults-1.docx.doc

UTILITIES CRITERIA MANUAL - Austin, Texas · the manhole is watertight and if not, shall require the manhole to be made watertight. 9. Manholes constructed on existing wastewater

UTILITIES CRITERIA MANUAL - Austin, Texas · the manhole is watertight and if not, shall require the manhole to be made watertight. 9. Manholes constructed on existing wastewater

Scan for more information Hyspec Manhole System Technical ... · Applications Stormwater manholes Drop manholes Pipeline junctions ... Proven performance Different wall thicknesses

Scan for more information Hyspec Manhole System Technical ... · Applications Stormwater manholes Drop manholes Pipeline junctions ... Proven performance Different wall thicknesses

94210 Emergency Vent & Manhole Cover (Hinged) · with flat face flanges to fit API 650 Roof Manholes. Special construction types are also available. Expanda-Seal

94210 Emergency Vent & Manhole Cover (Hinged) · with flat face flanges to fit API 650 Roof Manholes. Special construction types are also available. Expanda-Seal

manholes manholes - Emco Wheaton Web Siteemcoretail.com/Cutsheets/Manholes.pdf · Monitoring Well Manholes A0721 Monitoring Well Manholes Skirt Overall Clear Hole Max. ... • Open

manholes manholes - Emco Wheaton Web Siteemcoretail.com/Cutsheets/Manholes.pdf · Monitoring Well Manholes A0721 Monitoring Well Manholes Skirt Overall Clear Hole Max. ... • Open

7.00 MANHOLES AND INSPECTION CHAMBERS AND INSPECTION... · 2018. 2. 26. · 7.15 Backdrop manholes or tumbling bays 7.16 Traditional manhole system 7.17 Installation of Channel Fittings.

7.00 MANHOLES AND INSPECTION CHAMBERS AND INSPECTION... · 2018. 2. 26. · 7.15 Backdrop manholes or tumbling bays 7.16 Traditional manhole system 7.17 Installation of Channel Fittings.

GPK SANDED MANHOLES · GPK SANDED MANHOLES Durability, Reliability, Versatility One contractor estimated that there was a savings of 20 minutes per manhole in crew time installing

GPK SANDED MANHOLES · GPK SANDED MANHOLES Durability, Reliability, Versatility One contractor estimated that there was a savings of 20 minutes per manhole in crew time installing

PRECAST CONCRETE MANHOLESprecast.org/wp-content/uploads/2011/05/Manhole-tech-brochure.pdf · the least of which is ease of installation. Precast concrete manholes can be easily installed

PRECAST CONCRETE MANHOLESprecast.org/wp-content/uploads/2011/05/Manhole-tech-brochure.pdf · the least of which is ease of installation. Precast concrete manholes can be easily installed

MANHOLE BOXES MGF TECHNICAL FILE · Normally selected for installing precast concrete manholes, ... MGF can supply the systems with a full range of suitable lifting ... MANHOLE BOXES

MANHOLE BOXES MGF TECHNICAL FILE · Normally selected for installing precast concrete manholes, ... MGF can supply the systems with a full range of suitable lifting ... MANHOLE BOXES

MGF Manhole Boxes · Normally selected for installing precast concrete manholes, ... lifting and handling the boxes or ... MGF Manhole Boxes

MGF Manhole Boxes · Normally selected for installing precast concrete manholes, ... lifting and handling the boxes or ... MGF Manhole Boxes

Eastern Municipal Water District · Manhole 4 02/02/07 SB-58 Terminus Manhole 2 09/22/06 SB-61 Manhole Cover & Frame Standard & Watertight Manholes 4 01/09/03 SB-63 Sewer Connection

Eastern Municipal Water District · Manhole 4 02/02/07 SB-58 Terminus Manhole 2 09/22/06 SB-61 Manhole Cover & Frame Standard & Watertight Manholes 4 01/09/03 SB-63 Sewer Connection

Phase 1 Part 2 CSO Control Plan Wellington Avenue CSO ... · Wellington Avenue CSO Facility Manhole Inspections Prepared for: City of Newport ... and manholes that are located in

Phase 1 Part 2 CSO Control Plan Wellington Avenue CSO ... · Wellington Avenue CSO Facility Manhole Inspections Prepared for: City of Newport ... and manholes that are located in

Type Manholes

Type Manholes

PRECAST CONCRETE MANHOLESprecast.org/wp-content/uploads/2014/08/Precast-concrete-manhole... · 4 • MANHOLE TECHNICAL • NATIONAL PRECAST CONCRETE ASSOCIATION Precast concrete manholes

PRECAST CONCRETE MANHOLESprecast.org/wp-content/uploads/2014/08/Precast-concrete-manhole... · 4 • MANHOLE TECHNICAL • NATIONAL PRECAST CONCRETE ASSOCIATION Precast concrete manholes

CONCRETE MANHOLE FIBERGLASS MANHOLE€¦ · all fiberglass manhol\s shall be monolithic with 0.50" minimum wall thickness. all fiberglass manholes shall be monolithic with 0.50" minimum

CONCRETE MANHOLE FIBERGLASS MANHOLE€¦ · all fiberglass manhol\s shall be monolithic with 0.50" minimum wall thickness. all fiberglass manholes shall be monolithic with 0.50" minimum

MWEA Manhole Safety 9-09 - mi-wea.org Manhole Safety 9-09.pdf · Hazards Associated with Manholes FALL WORKZONE ATMOSPHERIC HAZARDS ENGULFMANT LIFTING 4

MWEA Manhole Safety 9-09 - mi-wea.org Manhole Safety 9-09.pdf · Hazards Associated with Manholes FALL WORKZONE ATMOSPHERIC HAZARDS ENGULFMANT LIFTING 4

CPM Drainage · 2018-08-31 · CPM Drainage Concrete for Life Pipes Traditional Manholes The Perfect Manhole System Caissons Gully Pots Box Culverts Catchpits Head Walls Drainage.

CPM Drainage · 2018-08-31 · CPM Drainage Concrete for Life Pipes Traditional Manholes The Perfect Manhole System Caissons Gully Pots Box Culverts Catchpits Head Walls Drainage.

CPM Manhole Innovation · 2018-08-31 · Reduced footprint, with 1200mm sealed manhole shaft access Reduction in the time taken to build manholes, from many days to just hours Greatly

CPM Manhole Innovation · 2018-08-31 · Reduced footprint, with 1200mm sealed manhole shaft access Reduction in the time taken to build manholes, from many days to just hours Greatly