RD11-TS-7
DESIGN STANDARDS 2-LANE CURB & GUTTER WITH CONTINUOUS 2-WAY LEFT-TURN LANE WITHOUT GRASS STRIPS
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Related Standard Drawings
| DRAWING | DESCRIPTION | REMARKS |
|---|---|---|
| MM-SW-1 | DETAILS FOR CONCRETE SIDEWALKS | FOR DETAILS FOR CONCRETE SIDEWALK |
| MM-TS-1 | BIKE ACCOMMODATION DESIGN GUIDANCE | FOR BIKE ACCOMMODATION DESIGN GUIDANCE |
| MM-TS-2 | LATERAL OFFSETS FOR SIDEWALK AND SHARED USE PATH | FOR LATERAL OFFSETS FOR SIDEWALK AND SHARED USE PATH |
| RD11-TS-1 | DESIGN STANDARDS FOR LOW-VOLUME ROADS | TYPICAL SECTION DESIGN FOR VOLUMES LESS THAN 5,000 VEHICLES PER DAY USES THE DESIGN STANDARDS SHOWN |
| RD11-TS-2 | SUPERELEVATION TRANSITION DETAILS FOR UNDIVIDED ROADWAY | TYPICAL SECTION DESIGN FOR VOLUMES LESS THAN 5,000 VEHICLES PER DAY USES THE DESIGN STANDARDS SHOWN |
| RD11-TS-3 | DESIGN STANDARD FOR ARTERIAL HIGHWAYS (2-LANE) | TYPICAL SECTION DESIGN FOR VOLUMES LESS THAN 5,000 VEHICLES PER DAY USES THE DESIGN STANDARDS SHOWN |
| RD11-TS-7A | DESIGN STANDARDS 2-LANE CURB & GUTTER WITH CONTINUOUS 2-WAY LEFT-TURN LANE WITH GRASS STRIPS | IF DESIGN INCLUDES A GRASS STRIP |
| RD11-TS-SERIES | RD11 TYPICAL SECTION AND DESIGN CRITERIA | FOR TYPICAL SECTION REQUIREMENTS |
| RP-SC-1 | 6" SLOPING CONCRETE CURBS AND CONCRETE CURBS AND GUTTERS | FOR DESIGN SPEEDS BETWEEN 45 AND 55 MILES PER HOUR SLOPING CURBS ARE USED IN PLACE OF VERTICAL CURBS |
| S-PL-6 | SAFETY PLAN SAFETY HARDWARE PLACEMENT ON OUTSIDE EDGE | FOR TYPICAL GUARDRAIL PLACEMENT |
| S-PL-6A | SAFETY PLAN SAFETY HARDWARE PLACEMENT IN MEDIAN | FOR TYPICAL GUARDRAIL PLACEMENT |
| T-M-1 | DETAILS OF PAVEMENT MARKINGS FOR CONVENTIONAL ROADS AND MARKING ABBREVIATIONS | SEE STRIPING DETAILS |
Related Item Numbers
| ITEM NO. | U/M | DESCRIPTION | REMARKS |
|---|---|---|---|
Archived Standard Drawings
| DATES OF EACH ARCHIVED DRAWINGS ( THE INITIAL STANDARD DRAWING IS BOLD ) |
|---|
| 01-01-2019 | 07-17-2020 |
This Page Last Updated: July 2, 2024 at 10:19 AM