100 Street Sections 101 Right-angle Turn and Turn-Around 102 Temporary Turn-Around For Dead-End Streets 103 Chapter 27 Improvements
STREET CONSTRUCTION
200 Type "A" Curb, Type "B" Curb and Gutter, and Type "C" Rolled Curb. 201 36" & 72" Wide Cross Gutter 202 Sidewalk Locations 203 Residential Driveway Approach 204 Commercial Driveway Approach 205 Ramping of Curb and Sidewalk (Handicap Ramp) 206Grouted River Rock Medians
SANITARY SEWERS
300 Standard Manhole Flow Channels 301 Precast Reinforced Concrete Manhole 302 Drop Manhole 303 Clean out 304 Manhole Cover and Frame 305 Sewer Lateral Normal Cut 306 Typical Bedding Trench Widths 307 Sewer Saddle 308 Remodeling of Sanitary Sewer House Connections 309 Concrete Encasement 310 Restoration of Permanent Surfacing/Trenching
DRAINAGE
400 Parkway Culvert No. 1 401 Parkway Culvert No. 2 402 Parking Lot Catch Basin 403 Catch Basin No. 1 404 Catch Basin No. 2 405 Catch Basin No. 3 406 Catch Basin No. 4 407 Local Depression 408 Catch Basin Reinforcement 409 Detail of Angle and Anchor For Catch Basin 410 Detail of Bolt Support For Catch Basin 411 Protection Bar For Catch Basin 412 Concrete Collar For Pipes 12" Through 66" 413 Junction Structure No. 2 414 Junction Structure No. 4 415 Manhole No. 2 416 Connection To Catch Basin For Pipes 12" Through 72" 417 Spillway Inlet
MISCELLANEOUS
500 Criteria For the Design of Shoring For Excavation 501 Standard Drywell 502 Type "A" Monument 503 Type "C-1" and "C-2" Monument 504 Street name Sign Installation Standard 505 Barricade 506 Underground Utility Location 508 Refuse Enclosure 509 Electrical Service Conversion to U/G 510 Modifications to Standard Refuse Roll-Off Bin
STREET LIGHTS
SL-1 Street Light Standard SL-2 Street Light Service Pedestal and Pull box Details
RETAINING WALLS
Disclaimer - These retaining walls are for information purposes only. Retaining walls must be detailed on plans submitted to the Division of Public Works and signed by a licensed civil engineer.
Note: Wall detail, as shown, does not show required gravel backfill. Backfill shall be at least 12" thick and extend from top of footing to within 2 feet of surface. Gravel backfill shall be 3/4" crushed rock.
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