no....drawing no. drawing titlelexington - fayette urban county government standard drawings 2017...

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



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


111 Reinforcement Detail 6' Non-Circular M.H. 8' to 15' Depth, 8" 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 GOVERNMENTSTANDARD DRAWINGS 2017

Surface Inlets & Catch Basins:

Manholes-Storm Drainage:

TABLE OF CONTENTS

LEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT

LEXINGTON - FAYETTE URBANCOUNTY GOVERNMENT 1

STANDARD DRAWINGS 2017TABLE OF CONTENTS



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:





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:





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:



(Future)

(Future)

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AutoCAD SHX Text L"

AutoCAD SHX Text L"

AutoCAD SHX Text L"

AutoCAD SHX TextSUM OF

AutoCAD SHX TextPARTIAL

AutoCAD SHX TextANGLES

AutoCAD SHX TextDEFLECTION

AutoCAD SHX TextANGLE

AutoCAD SHX TextANGLE Z"

AutoCAD SHX TextANGLE Y"

AutoCAD SHX TextPIPE

AutoCAD SHX TextSIZE

AutoCAD SHX Text15"

AutoCAD SHX Text18"

AutoCAD SHX Text24"

AutoCAD SHX Text27"

AutoCAD SHX Text30"

AutoCAD SHX Text33"

AutoCAD SHX Text36"

AutoCAD SHX Text42"

AutoCAD SHX Text48"

AutoCAD SHX Text54"

AutoCAD SHX Text60"

AutoCAD SHX TextP. ANGLE




AutoCAD SHX TextL. DIST.




AutoCAD SHX TextMANHOLE SIZE

AutoCAD SHX Text4'-0"




AutoCAD SHX Text38%%D


























































AutoCAD SHX Text%%UNOTES:

AutoCAD SHX TextIII

AutoCAD SHX TextII

AutoCAD SHX TextBASE SECTION OF CIRCULAR MANHOLES MAY BE CAST-IN-PLACE CONCRETE,

AutoCAD SHX TextOR CUSTOM PRECAST CONCRETE WITH OPENINGS FOR PIPE.

AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX TextTHE ANGLE BETWEEN ANY TWO PIPES (e.g. ANGLE Y" OR Z") MUST BE

AutoCAD SHX TextGREATER THAN THE SUM OF THE PARTIAL ANGLES FROM TABLE FOR THE

AutoCAD SHX TextMANHOLE SIZE SELECTED. FOR SMALLER ANGLES BETWEEN PIPES, LARGE

AutoCAD SHX TextMANHOLES MUST BE SELECTED. (SEE EXAMPLE BELOW)

AutoCAD SHX TextTHE MAXIMUM DEFLECTION ANGLE BETWEEN ANY INCOMING PIPE AND THE

AutoCAD SHX TextDISCHARGE PIPE SHALL BE NO MORE THAN 90%%D FOR PIPES UP TO 24"

AutoCAD SHX TextIN DIAMETER. THE MAXIMUM DEFLECTION ANGLE FOR 27" TO 42" PIPES

AutoCAD SHX TextSHALL BE 75%%D AND FOR PIPES LARGER THAN 42" THE MAXIMUM DEFLECTION

AutoCAD SHX TextANGLE SHALL BE 60%%D.

AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text%%UGENERAL NOTES:

AutoCAD SHX TextALL DIMENSIONS ARE BASED ON SIZE OF

AutoCAD SHX TextLARGEST PIPE IN MANHOLE.

AutoCAD SHX TextMANHOLES FOR PIPE LARGER THAN 60"

AutoCAD SHX TextSHALL BE SPECIALLY DESIGNED.

AutoCAD SHX TextIN CASES WHERE DEFLECTION ANGLES

AutoCAD SHX TextEXCEED MAXIMUM SHOWN IN TABLES,

AutoCAD SHX TextMANHOLE SHALL BE INCREASED IN

AutoCAD SHX TextSIZE OR SPECIALLY DESIGNED.

AutoCAD SHX TextBOTTOM SLAB OF MANHOLES SHALL

AutoCAD SHX TextBE SPECIALLY DESIGNED WITH REGARD

AutoCAD SHX TextTO AREA, THICKNESS, AND REINFORCING

AutoCAD SHX TextIN SITUATIONS WHERE HIGH WATER TABLE

AutoCAD SHX TextOR UNSTABLE SOIL CONDITIONS EXIST.

AutoCAD SHX TextMANHOLE BENCH SHALL SLOPE AT LEAST

AutoCAD SHX Text1" PER FT. FROM WALLS TO CHANNELS AND

AutoCAD SHX TextSHALL HAVE SMOOTH FLOAT AND BRUSH FINISH.

AutoCAD SHX TextELEVATIONS OF PIPES IN MANHOLES SHALL

AutoCAD SHX TextBE SUCH THAT THE TOP OF ALL INFLUENT

AutoCAD SHX TextPIPES WILL BE AT AN ELEVATION EQUAL TO

AutoCAD SHX TextOR GREATER THAN THE TOP OF THE EFFLUENT

AutoCAD SHX TextPIPE.

AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text3.

AutoCAD SHX Text4.

AutoCAD SHX Text5.

AutoCAD SHX Text6.

AutoCAD SHX Text7.

AutoCAD SHX TextTABLE

AutoCAD SHX TextOF

AutoCAD SHX TextMINIMUM PARTIAL ANGLE

AutoCAD SHX Text%%UTYPE A" MANHOLE - CIRCULAR WALLS

AutoCAD SHX Text%%UCAST-IN-PLACE OR PRECAST CONCRETE

AutoCAD SHX TextI

AutoCAD SHX TextI

AutoCAD SHX Text100

AutoCAD SHX TextSTORM SEWER

AutoCAD SHX TextMANHOLE TYPE A"-

AutoCAD SHX TextCIRCULAR WALLS

AutoCAD SHX TextINSIDE WALL

AutoCAD SHX Text1' MIN.

AutoCAD SHX Text36"

AutoCAD SHX Text30"

AutoCAD SHX Text18"



AutoCAD SHX Text%%UEXAMPLE FOR MANHOLE SIZE SELECTION:


























AutoCAD SHX Text%%UCIRCULAR MANHOLE NOTES:

AutoCAD SHX TextPRECAST CONCRETE MANHOLE BARREL SHALL BE ASTM C-478, CLASS

AutoCAD SHX TextPIPE TO 12' DEPTH AND C-76 CLASS GREATER THAN 12' DEPTH.

AutoCAD SHX Text3. BASE SECTIONS MAY BE SIMILAR TO SANITARY SEWER MANHOLE.

AutoCAD SHX Text4. PROVIDE STEPS WITHIN 18" OF BENCH.

AutoCAD SHX TextFOR MANHOLE SHOWN ABOVE, THE ANGLE BETWEEN 18" AND 30" PIPE IS 70%%D

AutoCAD SHX TextAND THE ANGLE BETWEEN 30" AND 36" PIPE IS 110%%D. THE TABLE INDICATES

AutoCAD SHX TextTHAT FOR A 6'-0" DIAMETER MANHOLE THE MINIMUM PARTIAL ANGLE FOR AN 18"

AutoCAD SHX TextPIPE IS 28%%D AND FOR A 30" PIPE IS 40%%D. THE SUM OF THE PARTIAL ANGLES

AutoCAD SHX TextIS 68%%D THIS SUM IS LESS THAN THE 70%%D. THEREFORE, A 6'-0" MANHOLE

AutoCAD SHX TextDIAMETER IS ACCEPTABLE.

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX TextINFLUENT PIPES MAY ENTER MANHOLES AT AN

AutoCAD SHX TextELEVATION ABOVE THE CHANNELS AS REQUIRED

AutoCAD SHX TextTO AVOID CONFLICT WITH LARGER PIPES IN THE

AutoCAD SHX TextMANHOLE.

AutoCAD SHX TextPOLYPROPYLENE PLASTIC

AutoCAD SHX TextCOATED STEPS. SEE

AutoCAD SHX TextSTD. DWG. 103

AutoCAD SHX TextDIVISION OF ENGINEERING

AutoCAD SHX TextSTANDARD DRAWING NO.

AutoCAD SHX TextLEXINGTON - FAYETTE URBAN COUNTY GOVERNMENT

AutoCAD SHX TextDATE


AutoCAD SHX TextAPPROVAL:

AutoCAD SHX TextURBAN COUNTY ENGINEER

AutoCAD SHX TextCOMMISSIONER

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AutoCAD SHX Text8"*

AutoCAD SHX Text A"

AutoCAD SHX Text8"*

AutoCAD SHX TextDEFL. ANGLE

AutoCAD SHX Text DEFL. ANGLE

AutoCAD SHX TextCONCRETE WALLS

AutoCAD SHX Text B"

AutoCAD SHX TextDEFL.


AutoCAD SHX Text8"*

AutoCAD SHX Text A"

AutoCAD SHX Text8"*

AutoCAD SHX Text C"

AutoCAD SHX Text12"

AutoCAD SHX Text8"*

AutoCAD SHX Text A"

AutoCAD SHX Text8"*

AutoCAD SHX Text B"

AutoCAD SHX Text B"


AutoCAD SHX Text DEFL.



AutoCAD SHX Text C"

AutoCAD SHX Text C"

AutoCAD SHX Text8"*

AutoCAD SHX Text A"

AutoCAD SHX Text8"*


AutoCAD SHX Text0%%D-22%%D DEFLECTION ANGLE

AutoCAD SHX TextGREATER THAN 68%%D DEFLECTION ANGLE




AutoCAD SHX TextALL DIMENSIONS ARE BASED ON SIZE OF

AutoCAD SHX TextLARGEST PIPE IN MANHOLE.

AutoCAD SHX TextMANHOLES FOR PIPE LARGER THAN 60"

AutoCAD SHX TextSHALL BE SPECIALLY DESIGNED.

AutoCAD SHX TextBOTTOM SLAB OF MANHOLES SHALL

AutoCAD SHX TextBE SPECIALLY DESIGNED WITH REGARD

AutoCAD SHX TextTO AREA, THICKNESS, AND REINFORCING

AutoCAD SHX TextIN SITUATIONS WHERE HIGH WATER TABLE

AutoCAD SHX TextOR UNSTABLE SOIL CONDITIONS EXIST.

AutoCAD SHX TextMANHOLE BENCH SHALL SLOPE AT LEAST

AutoCAD SHX Text1" PER FT. FROM WALLS TO CHANNELS AND

AutoCAD SHX TextSHALL HAVE SMOOTH FLOAT AND BRUSH FINISH.

AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text3.

AutoCAD SHX Text4.

AutoCAD SHX Text5.

AutoCAD SHX Text6.

AutoCAD SHX Text7.

AutoCAD SHX Text8.



AutoCAD SHX TextDIM.

AutoCAD SHX Text A"


AutoCAD SHX Text B"

AutoCAD SHX Text12"

AutoCAD SHX Text15"-42"

AutoCAD SHX Text48"

AutoCAD SHX Text54"

AutoCAD SHX Text60"














AutoCAD SHX Text A"


AutoCAD SHX Text C"

AutoCAD SHX TextMAXIMUM


AutoCAD SHX Text12"


AutoCAD SHX Text36"

AutoCAD SHX Text42"

AutoCAD SHX Text48"

AutoCAD SHX Text54"

AutoCAD SHX Text60"




















AutoCAD SHX Text A"


AutoCAD SHX Text B"

AutoCAD SHX Text12"


AutoCAD SHX Text36"

AutoCAD SHX Text42"

AutoCAD SHX Text48"

AutoCAD SHX Text54"

AutoCAD SHX Text60"


















AutoCAD SHX Text A"


AutoCAD SHX Text C"

AutoCAD SHX Text12"


AutoCAD SHX Text36"

AutoCAD SHX Text42"

AutoCAD SHX Text48"

AutoCAD SHX Text54"

AutoCAD SHX Text60"















AutoCAD SHX TextUP TO 10'

AutoCAD SHX TextDEPTH TO

AutoCAD SHX TextINV.

AutoCAD SHX TextA=5'-0"



AutoCAD SHX Text10' TO 15'

AutoCAD SHX Text15' TO 20'

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX Text10"

AutoCAD SHX Text10"

AutoCAD SHX Text10"

AutoCAD SHX Text8"

AutoCAD SHX TextPIPES SHALL ENTER MANHOLE WALLS, NOT

AutoCAD SHX TextCORNERS. ALLOW 2" MINIMUM TO INSIDE

AutoCAD SHX Text* WALL THICKNESS FOR

AutoCAD SHX TextMANHOLES


AutoCAD SHX TextMANHOLE TYPE B"-

AutoCAD SHX TextNON-CIRCULAR WALLS

AutoCAD SHX TextALTERNATE-22%%D-50%%D

AutoCAD SHX TextALTERNATE-50%%D-68%%D

AutoCAD SHX TextINFLUENT PIPES MAY ENTER MANHOLES AT AN

AutoCAD SHX TextELEVATION ABOVE THE CHANNELS AS REQUIRED

AutoCAD SHX TextTO AVOID CONFLICT WITH LARGER PIPES IN THE

AutoCAD SHX TextMANHOLE.


AutoCAD SHX TextFOR REINFORCING

AutoCAD SHX TextSEE STD. DWGS.

AutoCAD SHX Text108 - 115

AutoCAD SHX Text101

AutoCAD SHX TextTYPICAL SMALLER

AutoCAD SHX TextPIPE ABOVE CHANNEL

AutoCAD SHX TextOF MANHOLE


AutoCAD SHX TextCOATED STEPS. SEE STD.

AutoCAD SHX TextDWG NO. 103

AutoCAD SHX Text%%UTYPE B" MANHOLE - NON-CIRCULAR WALLS, CAST-IN-PLACE CONCRETE

AutoCAD SHX Text9.

AutoCAD SHX Text10.

AutoCAD SHX Text%%UTYPE B" MANHOLE FOR

AutoCAD SHX Text%%UDEFLECTION ANGLES BETWEEN 22%%D & 90%%D

AutoCAD SHX Text8"*

AutoCAD SHX Text8"*

AutoCAD SHX Text8"*

AutoCAD SHX Text8"*

AutoCAD SHX Text8"*

AutoCAD SHX Text C"

AutoCAD SHX TextTHE TOP OF ALL INFLUENT PIPES WILL BE AT

AutoCAD SHX TextAN ELEVATION EQUAL TO THE TOP OF THE

AutoCAD SHX TextEFFLUENT PIPE.

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text8"*

AutoCAD SHX Text A"

AutoCAD SHX Text8"*

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

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AutoCAD SHX Text"

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AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"


AutoCAD SHX TextTHE MAXIMUM DEFLECTION ANGLE BETWEEN ANY

AutoCAD SHX TextINCOMING PIPE AND OUT GOING PIPE SHALL BE NO

AutoCAD SHX TextMORE THAN 90%%D FOR PIPES UP TO 24" IN DIAMETER.

AutoCAD SHX TextTHE MAXIMUM DEFLECTION ANGLE FOR 27" TO 42"

AutoCAD SHX TextPIPES SHALL BE 75%%D AND FOR PIPES LARGER THAN

AutoCAD SHX Text42" THE MAX. DEFLECTION ANGLE SHALL BE 60%%D.

AutoCAD SHX Text DEFL.


AutoCAD SHX Text/

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text DEFL. ANGLE

AutoCAD SHX Text/

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text/

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text/

AutoCAD SHX Text1

AutoCAD SHX Text2


AutoCAD SHX TextFOR REINFORCING

AutoCAD SHX TextSEE STD. DWGS.

AutoCAD SHX Text108 - 115


AutoCAD SHX TextCOATED STEPS. SEE STD.

AutoCAD SHX TextDWG 103.






AutoCAD SHX TextFOR REINFORCING SEE STD. DWGS. 108 - 115.

AutoCAD SHX TextIN CASES WHERE DEFLECTION ANGLES

AutoCAD SHX TextEXCEED MAXIMUM SHOWN IN TABLES,

AutoCAD SHX TextMANHOLE SHALL BE SPECIALLY DESIGNED.

AutoCAD SHX Text8"*

AutoCAD SHX TextCORNER FOR WALL CUT.










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AutoCAD SHX TextMARK NO. SIZE

AutoCAD SHX TextLENGTH

AutoCAD SHX TextTYPE

AutoCAD SHX TextSTR.

AutoCAD SHX Text""""""





AutoCAD SHX Text"""""

AutoCAD SHX Text1

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text7

AutoCAD SHX Text2

AutoCAD SHX Text5

AutoCAD SHX Text7

AutoCAD SHX Text4

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text6

AutoCAD SHX Text2'-0" DIA.

AutoCAD SHX TextOPENING

AutoCAD SHX Text1

AutoCAD SHX Text5

AutoCAD SHX Text3

AutoCAD SHX Text6

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text2'-0" DIA.

AutoCAD SHX TextOPENING

AutoCAD SHX Text4

AutoCAD SHX Text""""""








AutoCAD SHX Text"""""








AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text3.

AutoCAD SHX Text4.

AutoCAD SHX Text5.


AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text3.

AutoCAD SHX Text4.

AutoCAD SHX Text5.

AutoCAD SHX Text6.

AutoCAD SHX Text6.

AutoCAD SHX Text%%U5'-0" DIA.

AutoCAD SHX Text%%USHALLOW MANHOLES




AutoCAD SHX TextMANHOLE CIRCULAR SLABS

AutoCAD SHX Text4'-0" & 5'-0" DIAMETER

AutoCAD SHX Text5

AutoCAD SHX Text%%USIDE VIEW


AutoCAD SHX Text%%UNOTE:

AutoCAD SHX Text104


AutoCAD SHX Text5"

AutoCAD SHX Text5"

AutoCAD SHX Text6"

AutoCAD SHX Text6"


AutoCAD SHX TextTYP.

AutoCAD SHX Text6 "


AutoCAD SHX TextSLAB OUTER DIAMETER TO VARY WITH

AutoCAD SHX TextMANHOLE WALL THICKNESS, TO

AutoCAD SHX TextCOMPLETELY COVER MANHOLE WALLS.

AutoCAD SHX TextFOR PIPE SIZES

AutoCAD SHX Text15" TO 24".

AutoCAD SHX Text9" O.C. SPACING

AutoCAD SHX TextEACH WAY.

AutoCAD SHX Text8" THICK SLAB.

AutoCAD SHX Text4'-10" O.D.

AutoCAD SHX Text2" MIN. STEEL REINFORCEMENT

AutoCAD SHX TextCOVER ALL FACES.

AutoCAD SHX TextCIRCULAR REBAR MAY BE

AutoCAD SHX TextUSED, OR MARK 5 BARS

AutoCAD SHX TextAS SHOWN.









AutoCAD SHX TextCIRCULAR REBAR MAY BE

AutoCAD SHX TextUSED, OR MARK 6 BARS

AutoCAD SHX TextAS SHOWN.


AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text6

AutoCAD SHX Text2

AutoCAD SHX Text1

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AutoCAD SHX Text/

AutoCAD SHX Text1

AutoCAD SHX Text6 "

AutoCAD SHX Text2

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AutoCAD SHX Text18"




AutoCAD SHX TextA













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AutoCAD SHX Text1.

AutoCAD SHX Text2.

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AutoCAD SHX Text4.

AutoCAD SHX Text5.


AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text3.

AutoCAD SHX Text4.

AutoCAD SHX Text5.


AutoCAD SHX Text%%USTANDARD MANHOLES



AutoCAD SHX Text18"


AutoCAD SHX Text6

AutoCAD SHX Text14

AutoCAD SHX Text5

AutoCAD SHX Text13

AutoCAD SHX Text6

AutoCAD SHX Text11

AutoCAD SHX Text10

AutoCAD SHX Text2

AutoCAD SHX Text3

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AutoCAD SHX Text6

AutoCAD SHX Text8

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AutoCAD SHX Text8

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AutoCAD SHX Text7

AutoCAD SHX Text4

AutoCAD SHX Text10

AutoCAD SHX Text11

AutoCAD SHX Text12

AutoCAD SHX Text13

AutoCAD SHX Text6

AutoCAD SHX Text13

AutoCAD SHX Text5

AutoCAD SHX Text14

AutoCAD SHX Text7

AutoCAD SHX Text12

AutoCAD SHX Text13

AutoCAD SHX Text1

AutoCAD SHX Text14

AutoCAD SHX Text14

AutoCAD SHX Text14

AutoCAD SHX Text4" TYP.


AutoCAD SHX Text9

AutoCAD SHX Text3

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text7

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text10

AutoCAD SHX Text5

AutoCAD SHX Text8

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text9

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text1


AutoCAD SHX Text%%USPECIAL BAR BENDS

AutoCAD SHX Text10

AutoCAD SHX Text11

AutoCAD SHX Text12

AutoCAD SHX Text13

AutoCAD SHX Text14







AutoCAD SHX Text10














AutoCAD SHX Text6'-0" DIAMETER

AutoCAD SHX TextTYPE A


AutoCAD SHX Text1

AutoCAD SHX Text1



AutoCAD SHX TextMANHOLE WALL THICKNESS, TO

AutoCAD SHX TextCOMPLETELY COVER MANHOLE WALLS.



AutoCAD SHX Text105


















AutoCAD SHX Text7"

AutoCAD SHX Text7"

AutoCAD SHX Text6"



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AutoCAD SHX Text%%USTANDARD MANHOLES






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AutoCAD SHX TextMANHOLE WALL THICKNESS, TO COMPLETELY

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AutoCAD SHX Text%%USTANDARD MANHOLE

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AutoCAD SHX Text1" KEY





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AutoCAD SHX Text%%UTOP SLAB

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AutoCAD SHX Text H"= VARIES, 4' TO 8'

AutoCAD SHX Text10"


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AutoCAD SHX Text110

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AutoCAD SHX Text(ROUNDED UP THE NEXT


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AutoCAD SHX Text5"


AutoCAD SHX Text H" = VARIES, 4'-14'

AutoCAD SHX Text12"

AutoCAD SHX Text3"

AutoCAD SHX TextMK 8, #4 @ 10" O.C.


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AutoCAD SHX Text8


AutoCAD SHX Text11"

AutoCAD SHX TextMK 10, 7 - #4 @ 12" O.C.

AutoCAD SHX Text11"

AutoCAD SHX Text*

AutoCAD SHX Text111











AutoCAD SHX Text4.

AutoCAD SHX Text"


AutoCAD SHX Text"



AutoCAD SHX Text 8' TO 15' DEPTH,





AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text5

AutoCAD SHX Text2

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text7

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"

AutoCAD SHX Text"














AutoCAD SHX TextMK11,5#4@15"O.C.

AutoCAD SHX Text16"


AutoCAD SHX Text16"

AutoCAD SHX Text16"


AutoCAD SHX Text16"


AutoCAD SHX Text16"


AutoCAD SHX Text16"


AutoCAD SHX Text16"


AutoCAD SHX Text16"



AutoCAD SHX Text12"


AutoCAD SHX Text12"



AutoCAD SHX Text11"


AutoCAD SHX Text11"




AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"


AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX Text4"



AutoCAD SHX Text1

AutoCAD SHX Text7

AutoCAD SHX Text8

AutoCAD SHX Text8

AutoCAD SHX Text8

AutoCAD SHX Text7

AutoCAD SHX Text7

AutoCAD SHX Text8

AutoCAD SHX Text7

AutoCAD SHX Text11

AutoCAD SHX Text11

AutoCAD SHX Text11

AutoCAD SHX Text11

AutoCAD SHX Text8

AutoCAD SHX Text8

AutoCAD SHX Text8

AutoCAD SHX Text8

AutoCAD SHX Text10

AutoCAD SHX Text10

AutoCAD SHX Text10

AutoCAD SHX Text10

AutoCAD SHX Text9

AutoCAD SHX Text9

AutoCAD SHX Text9

AutoCAD SHX Text9


AutoCAD SHX Text18"


AutoCAD SHX Text10"

AutoCAD SHX Text10"







AutoCAD SHX Text10"














AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text6

AutoCAD SHX TextA


AutoCAD SHX Text"









AutoCAD SHX Text9

AutoCAD SHX Text5

AutoCAD SHX Text*

AutoCAD SHX Text8

AutoCAD SHX Text18

AutoCAD SHX Text5



AutoCAD SHX Text11

AutoCAD SHX Text4



AutoCAD SHX Text40

AutoCAD SHX TextC


AutoCAD SHX Text4

AutoCAD SHX Text10

AutoCAD SHX Text*

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text4 X (WALL HEIGHT (INCH)/10)

AutoCAD SHX Text4 X (WALL HEIGHT (INCH)/12)


AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text3.

AutoCAD SHX Text12

AutoCAD SHX Text4"


AutoCAD SHX TextTYPE C

AutoCAD SHX Text6"




AutoCAD SHX Text*

AutoCAD SHX Text1

AutoCAD SHX Text*

AutoCAD SHX Text2



AutoCAD SHX Text112



AutoCAD SHX Text15' TO 20' DEPTH,


AutoCAD SHX Text4.

AutoCAD SHX Text"











AutoCAD SHX Text"

AutoCAD SHX Text H" = VARIES, 5' TO 19'

AutoCAD SHX Text12"


AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text5

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AutoCAD SHX Text5

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AutoCAD SHX Text7

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AutoCAD SHX Text4

AutoCAD SHX Text8

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AutoCAD SHX Text"

AutoCAD SHX Text"

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AutoCAD SHX Text5

AutoCAD SHX Text2












AutoCAD SHX Text12"

AutoCAD SHX TextMK 6, 8 - #4 @ 12" 0.C.

AutoCAD SHX Text12"

AutoCAD SHX Text12"


AutoCAD SHX Text12"


AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text2"



AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text2"


AutoCAD SHX Text8"


AutoCAD SHX TextMK 5,6-#4 @ 15" 0.C.


AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX Text5"


AutoCAD SHX Text2"


AutoCAD SHX Text9"


AutoCAD SHX Text9"


AutoCAD SHX Text2"

AutoCAD SHX Text6"



AutoCAD SHX Text5"

AutoCAD SHX TextMK 3,7-#5@9"O.C.

AutoCAD SHX Text9"


AutoCAD SHX Text5"


AutoCAD SHX Text9"




AutoCAD SHX Text18"

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text5

AutoCAD SHX Text3

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AutoCAD SHX Text6

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AutoCAD SHX Text6

AutoCAD SHX Text6

AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text2"

AutoCAD SHX Text6

AutoCAD SHX Text5"

AutoCAD SHX Text5"





AutoCAD SHX TextMARK NO. SIZE LENGTH TYPE



AutoCAD SHX Text5

AutoCAD SHX Text24

AutoCAD SHX Text4






AutoCAD SHX Text4

AutoCAD SHX Text*

AutoCAD SHX Text4



AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text18

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text5




AutoCAD SHX TextA


AutoCAD SHX Text"

AutoCAD SHX Text1

AutoCAD SHX Text1


AutoCAD SHX Text6

AutoCAD SHX Text20

AutoCAD SHX Text4



AutoCAD SHX Text1.

AutoCAD SHX Text2.

AutoCAD SHX Text3.


AutoCAD SHX Text9"




AutoCAD SHX Text113

AutoCAD SHX Text4.

AutoCAD SHX TextH" = VARIES, 5' TO 9'

AutoCAD SHX Text10"

AutoCAD SHX Text"


AutoCAD SHX Text"





AutoCAD SHX Text4 X (HEIGHT OF WALL)

AutoCAD SHX Text(INCH)/10 (ROUNDED

AutoCAD SHX TextTO THE NEXT WHOLE NUMBER.)

AutoCAD SHX TextPROVIDE 2" X 4" KEYS FOR ALL CONSTRUCTION









AutoCAD SHX TextFROM SURFAFCE TO M.H. INVERT.

AutoCAD SHX Text*

AutoCAD SHX Text1

AutoCAD SHX Text/

AutoCAD SHX Text2


AutoCAD SHX Text2

AutoCAD SHX Text/

AutoCAD SHX Text1

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