County Of San Bernardino Standard Drawings
| Std. No. and Description | ||
 | 50 | Existing Topography Symbols |
| STREETS | ||
| | 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 |
| | Please use CalTrans Standard Plans A88A or Public Works Standards for Construction Standard 111-5. | |
| | 206 | Grouted 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 |
| | SL-3 | Street Light Typical Designation on Plans |
| 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. | ||
| | 5.8 | Right |
| | 5.9 | Left |
County Of San Bernardino Standard Drawings
Source: https://www.sbcity.org/cityhall/publicworks/engineering_division/standard_drawings.asp
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