street-design
Street Design Skill
This skill provides comprehensive street design guidance based on NACTO Urban Street Design Guide, Global Designing Cities Initiative (GDCI), AASHTO Green Book, and international best practices. It covers the full workflow from street hierarchy classification through cross-section dimensioning, intersection design, streetscape specification, and traffic calming.
1. Street Hierarchy Classification
Use the following decision tree to classify any street. Start with the Average Daily Traffic (ADT) count, then apply contextual modifiers.
Primary Classification by ADT and Function
Arterial (>15,000 ADT)
- Right-of-Way (ROW): 30-40m
- Lanes: 2-3 per direction (3.0-3.3m each)
- Design speed: 40-50 km/h (urban), 50-60 km/h (suburban)
- Transit: dedicated bus/BRT lanes strongly recommended
- Cycling: protected bike lanes required (physically separated)
- Pedestrian: wide sidewalks 3.6-6.0m, pedestrian refuge islands at crossings
- Median: 3.0-6.0m landscaped or transit median
- Signal spacing: 200-400m typical
- Role: city-wide movement, connects districts, carries transit trunk routes
Collector (3,000-15,000 ADT)
- ROW: 22-30m
- Lanes: 1-2 per direction (3.0-3.3m each)
- Design speed: 30-40 km/h
- Transit: on-street bus stops with boarding islands
- Cycling: protected bike lanes or buffered bike lanes
- Pedestrian: generous sidewalks 2.4-3.6m
- Median: optional, 1.8-3.0m where present
- Role: connects neighborhoods to arterials, local commercial corridors
Local Street (<3,000 ADT)
- ROW: 15-22m
- Lanes: 1 per direction (2.7-3.0m each)
- Design speed: 30 km/h
- Transit: typically no fixed-route transit
- Cycling: shared lane markings (sharrows) or separated bike lanes depending on context
- Pedestrian: standard sidewalks 1.8-2.4m
- Parking: parallel one or both sides
- Role: neighborhood access, residential frontage, low-speed environment
Shared Street / Woonerf (<1,000 ADT)
- ROW: 8-15m
- Lanes: single surface, no lane markings
- Design speed: 10-20 km/h
- Cycling: shared surface, cyclists and pedestrians together
- Pedestrian: priority over vehicles, no curb separation
- Surface: textured paving, bollards, planters as speed controls
- Role: residential living streets, market streets, festival routes
Pedestrian Priority Street (variable ADT, typically <500)
- ROW: variable (4-20m)
- Vehicles: no through-traffic, emergency and service access only
- Design speed: 5-10 km/h (service vehicles only)
- Surface: high-quality paving, level, no curbs
- Role: retail promenades, civic spaces, historic cores
Contextual Modifiers
Apply these modifiers after primary classification to adjust cross-section priorities:
| Context | Modifier |
|---|---|
| Commercial / Retail | +1.2-2.4m sidewalk width, continuous retail frontage, on-street parking or loading zones, wider furnishing zone for outdoor dining |
| Residential | Prioritize tree canopy coverage (>40%), reduce travel lane widths to minimum, add traffic calming, reduce noise through surface treatment |
| Mixed-Use | Adaptive curbside management (flex zones for parking/loading/transit by time of day), wider pedestrian zones at ground-floor retail |
| Industrial / Logistics | Wider travel lanes (3.3-3.6m) for trucks, larger corner radii, reinforced pavement, limit pedestrian/cyclist exposure to truck movements |
| School Zone | 20-30 km/h speed limit, raised crossings at every intersection, flashing beacons, wide clear sidewalks, no on-street parking within 30m of entrance |
| Hospital / Institutional | Accessible design priority, generous drop-off zones, clear wayfinding, audible pedestrian signals, level surfaces throughout |
| Historic District | Narrower ROW acceptable, special materials and furnishings, heritage lighting, preservation of existing tree canopy and setbacks |
| Waterfront / Park Edge | Wider promenade (4.5-6.0m+), separated multi-use path, enhanced landscape buffer, view corridor preservation |
2. Cross-Section Design Methodology
Design cross-sections layer by layer, working from the building face toward the street centerline. Each layer has a defined function and dimensional range.
Layer Sequence (Building Face to Centerline)
BUILDING FACE
|
|--> [A] Building Setback (context-dependent)
|--> [B] Frontage Zone (0.3 - 0.9m)
|--> [C] Pedestrian Clear Zone (1.8 - 3.6m)
|--> [D] Furnishing / Planting Zone (0.6 - 1.8m)
|--> [E] Cycle Track + Buffer (optional: 1.5-2.5m track + 0.3-0.6m buffer)
|--> [F] Parking Lane (optional: 2.1 - 2.4m parallel, 4.5-5.5m angled)
|--> [G] Travel Lane(s) (3.0 - 3.3m each)
|--> [H] Median (optional: 1.2 - 6.0m)
|
CENTERLINE (mirror layers G through A for opposite side)
Layer Definitions
[A] Building Setback Not part of the public ROW but affects street enclosure. Zero setback for urban retail frontage, 1.5-3.0m for residential, 3.0-6.0m+ for suburban or institutional.
[B] Frontage Zone (0.3 - 0.9m) The strip immediately adjacent to the building face. Accommodates door swings, window displays, awning drip lines, basement vault covers. In commercial areas, may include outdoor dining or merchandise display (with permit, requiring wider dimension of 1.2-2.4m).
[C] Pedestrian Clear Zone (1.8 - 3.6m) The unobstructed walking path. This is the most critical pedestrian dimension. No street furniture, signs, trees, or other obstructions. Minimum 1.8m allows two wheelchairs to pass. Recommended 2.4m for residential, 3.0m for commercial, 3.6m+ for high-volume pedestrian areas. Must comply with ADA/accessibility requirements: maximum cross-slope 2%, smooth and continuous surface.
[D] Furnishing / Planting Zone (0.6 - 1.8m) Contains street trees, light poles, sign posts, parking meters, benches, trash receptacles, bicycle racks, utility access covers. Serves as a buffer between pedestrians and the roadway. Tree wells minimum 1.5m x 1.5m, continuous tree trench preferred. Bioswales and rain gardens can be integrated here.
[E] Cycle Track + Buffer (optional) One-way protected bike lane: 1.5m minimum, 2.0m recommended, 2.5m for high-volume. Two-way cycle track: 2.4m minimum, 3.0m recommended, 3.6m+ for high-volume. Buffer between cycle track and travel/parking lane: 0.3m minimum (painted), 0.6m recommended (with vertical elements such as bollards, planters, or curb).
[F] Parking Lane (optional) Parallel parking: 2.1m minimum, 2.4m recommended (allows door opening without encroaching on bike lane). Angled parking (45-degree): 4.5-5.5m. Angled parking (60-degree): 5.2-5.8m. Perpendicular parking (90-degree): 5.5-6.0m. Consider flex zones: parking by day, loading in morning, outdoor dining in evening.
[G] Travel Lane(s) General travel lane: 3.0m minimum urban, 3.3m standard (NACTO). Bus/transit lane: 3.3-3.6m. Right-turn lane: 2.7-3.0m. Left-turn lane: 3.0-3.3m. Never exceed 3.6m for any urban lane (wider lanes induce higher speeds). Reduce to 2.7m for yield streets and very low-speed environments.
[H] Median (optional) Pedestrian refuge: 1.8m minimum (2.4m with accessibility), allows stroller or wheelchair to wait. Landscaped median: 2.4-6.0m, with trees, ground cover, stormwater management. Transit median: 3.6-5.0m for center-running BRT/LRT with platforms. Left-turn pocket in median: 3.0-3.3m wide, 30-45m long.
Worked Example: Urban Collector Street (26m ROW)
2.4m | 3.0m | 1.2m |2.0m|0.6| 2.4m | 3.0m | 3.0m | 3.0m | 2.4m |0.6|2.0m| 1.2m | 3.0m | 2.4m
Frontage | Ped CZ | Furn |Bike|Buf| Park | Lane | Lane | Lane | Park |Buf|Bike| Furn | Ped CZ | Frontage
| | Zone | | | | EB | EB | WB | | | | Zone | |
BLDG ---+--------+------+----+---+------+------+------+------+------+---+----+------+--------+--- BLDG
Wait -- the above totals to more than 26m. Let me provide a corrected, realistic example:
Worked Example: Urban Collector (26m ROW, Commercial Context)
0.6 | 3.0 | 1.2 | 2.0+0.6 | 2.4 | 3.0 | 3.0 | 2.4 | 0.6+2.0 | 1.2 | 3.0 | 0.6
Front|PedCZ | Furn | Bike+Buf | Park | Lane | Lane | Park | Buf+Bike | Furn | PedCZ|Front
| | Zone | | | EB | WB | | | Zone | |
BLDG-+------+------+----------+------+------+------+------+----------+------+------+-BLDG
= 0.6+3.0+1.2+2.6+2.4+3.0+3.0+2.4+2.6+1.2+3.0+0.6 = 25.6m (~26m)
Worked Example: Residential Local Street (18m ROW)
0.3 | 1.8 | 1.2 | 2.1 | 3.0 | 3.0 | 2.1 | 1.2 | 1.8 | 0.3
Front|PedCZ | Furn | Park | Lane | Lane | Park | Furn | PedCZ|Front
| | Zone | | NB | SB | | Zone | |
BLDG-+------+------+------+------+------+------+------+------+-BLDG
= 0.3+1.8+1.2+2.1+3.0+3.0+2.1+1.2+1.8+0.3 = 17.8m (~18m)
Worked Example: Arterial Boulevard (36m ROW)
0.6 | 3.6 | 1.5 | 2.0+0.6 | 3.3 | 3.3 | 3.3 | 4.8 | 3.3 | 3.3 | 0.6+2.0 | 1.5 | 3.6 | 0.6
Front|PedCZ | Furn | Bike+Buf | Lane | Lane | Lane | Med | Lane | Lane | Buf+Bike | Furn | PedCZ|Front
| | Zone | | EB | EB | EB | | WB | WB | | Zone | |
BLDG-+------+------+----------+------+------+------+------+------+------+----------+------+------+-BLDG
= 0.6+3.6+1.5+2.6+3.3+3.3+3.3+4.8+3.3+3.3+2.6+1.5+3.6+0.6 = 37.9m (~38m, adjust median to 2.9m for 36m)
Worked Example: Shared Street / Woonerf (12m ROW)
1.5 | 9.0 single shared surface | 1.5
Planter| pedestrians + cyclists + vehicles at 15km/h |Planter
zone | textured paving, flush, no curbs, bollards | zone
BLDG---+----------------------------------------------+---BLDG
= 1.5+9.0+1.5 = 12.0m
3. Complete Street Elements Table
Pedestrian Zone Elements
| Element | Minimum | Recommended | Maximum | Notes |
|---|---|---|---|---|
| Sidewalk clear zone (residential) | 1.8m | 2.4m | 3.0m | Unobstructed walking path |
| Sidewalk clear zone (commercial) | 2.4m | 3.0m | 4.5m | Higher pedestrian volumes |
| Sidewalk clear zone (high-volume) | 3.0m | 3.6m | 6.0m+ | Transit stations, stadiums |
| Frontage zone (retail) | 0.3m | 0.6m | 0.9m | Door swings, display |
| Frontage zone (dining) | 1.2m | 1.8m | 2.4m | Outdoor seating permitted |
| Furnishing zone | 0.6m | 1.2m | 1.8m | Trees, lights, furniture |
| Curb ramp width | 1.2m | 1.5m | -- | ADA minimum |
| Curb ramp slope | -- | 6.0% | 8.3% | ADA maximum |
Cycling Infrastructure
| Element | Minimum | Recommended | Maximum | Notes |
|---|---|---|---|---|
| Protected bike lane (1-way) | 1.5m | 2.0m | 2.5m | Physical separation required |
| Protected bike lane (2-way) | 2.4m | 3.0m | 3.6m | Centerline marking required |
| Conventional bike lane | 1.5m | 1.8m | 2.1m | Painted, no physical barrier |
| Buffered bike lane | 1.5m + 0.6m | 1.8m + 0.9m | 2.1m + 1.2m | Lane + buffer width |
| Shared bus-bike lane | 3.6m | 4.0m | 4.5m | Wide enough for passing |
| Shared lane (sharrow) | 3.6m | 4.0m | -- | Full lane width, low speed only |
| Separation buffer (painted) | 0.3m | 0.6m | 0.9m | Hatched markings |
| Separation buffer (physical) | 0.6m | 0.9m | 1.5m | Bollards, planters, curbs |
| Cycle track vertical separation | 50mm | 100-150mm | 200mm | Curb height above roadway |
Travel Lanes
| Element | Minimum | Recommended | Maximum | Notes |
|---|---|---|---|---|
| Travel lane (urban) | 2.7m | 3.0m | 3.3m | Never exceed 3.6m urban |
| Travel lane (bus route) | 3.0m | 3.3m | 3.6m | Accommodates bus width |
| Dedicated bus lane | 3.3m | 3.5m | 3.6m | Exclusive use |
| BRT guideway | 3.5m | 3.6m | 4.0m | May need platforms |
| Turn lane | 2.7m | 3.0m | 3.3m | Pocket length 30-45m |
| Yield street (2-way, 1 lane) | 4.5m | 5.0m | 6.0m | Cars yield to pass |
Parking
| Element | Minimum | Recommended | Maximum | Notes |
|---|---|---|---|---|
| Parallel parking | 2.1m | 2.4m | 2.7m | Door zone consideration |
| Angled parking (45-deg) | 4.5m | 5.0m | 5.5m | Stall depth |
| Angled parking (60-deg) | 5.2m | 5.5m | 5.8m | Stall depth |
| Perpendicular parking (90-deg) | 5.5m | 5.8m | 6.0m | Stall depth |
| Parking stall length (parallel) | 5.5m | 6.0m | 6.6m | End-to-end |
| Loading zone width | 2.4m | 3.0m | 3.6m | Wider for trucks |
| Loading zone length | 9.0m | 12.0m | 18.0m | One to two vehicles |
Medians
| Element | Minimum | Recommended | Maximum | Notes |
|---|---|---|---|---|
| Pedestrian refuge island | 1.8m | 2.4m | 3.0m | Width perpendicular to crossing |
| Landscaped median | 2.4m | 3.6m | 6.0m+ | Trees, planting, drainage |
| Transit median (BRT/LRT) | 3.6m | 4.5m | 6.0m | Includes platform width |
| Raised median (no planting) | 1.2m | 1.8m | 2.4m | Concrete or paved |
Street Furniture and Fixtures
| Element | Minimum | Recommended | Maximum | Notes |
|---|---|---|---|---|
| Tree well (individual) | 1.2x1.2m | 1.5x1.5m | 2.0x2.0m | Open or grated |
| Tree trench (continuous) | 0.9m wide | 1.2m wide | 1.8m wide | Shared soil volume |
| Street tree spacing | 6.0m | 7.5-9.0m | 12.0m | Center to center |
| Lighting pole (pedestrian) | -- | 4.0-6.0m ht | 6.0m ht | Warm white 3000K |
| Lighting pole (roadway) | 8.0m ht | 10.0-12.0m ht | 15.0m ht | Mount above canopy |
| Bench | 0.6m depth | 0.45x1.8m | -- | With armrests and back |
| Bollard spacing | 1.2m | 1.5m | 1.8m | Allow wheelchair passage |
| Bicycle rack | 0.6x1.8m | 0.6x2.0m | -- | Per inverted-U rack |
| Trash receptacle | -- | 0.6x0.6m | -- | One per block face |
| Transit shelter | 1.5x3.0m | 1.5x4.5m | 1.5x6.0m | Clear of pedestrian path |
4. Intersection Design
Compact Intersection Principles
Design intersections to be as compact as possible. Smaller intersections reduce pedestrian crossing distances, slow turning vehicles, improve sight lines, and reduce conflict points. Key principles:
- Minimize curb radii (tightest feasible for design vehicle)
- Eliminate unnecessary turn lanes
- Use curb extensions (bulb-outs) to shorten crossings
- Align crosswalks with pedestrian desire lines
- Provide pedestrian refuge islands for crossings >3 lanes
- Set back stop bars 1.2-2.4m from crosswalk (4.0m at signalized with bike box)
Curb Radius Standards
| Context | Effective Radius | Notes |
|---|---|---|
| Tight urban (no buses) | 1.5-3.0m | Car-only turns, slow speed |
| Standard urban | 3.0-4.5m | Accommodates SUVs and vans |
| Urban with buses | 7.5-10.5m | Or use mountable truck apron |
| Suburban | 6.0-9.0m | Higher speed turns |
| With frequent trucks | 9.0-12.0m | Design vehicle WB-50 or WB-67 |
Note: Effective turning radius is often larger than the physical curb radius due to parking lane and bike lane setbacks. A 3.0m physical curb radius with a 2.4m parking lane yields an effective radius of approximately 7.5m, sufficient for buses and delivery trucks.
Pedestrian Crossing Types
| Type | Application | Key Dimensions |
|---|---|---|
| Marked crosswalk (standard) | All intersections, low-speed streets | 1.8m minimum width, 3.0m standard |
| High-visibility continental | Arterials, collectors, school zones | 3.0m minimum, white bars 0.3-0.6m wide, 0.3-0.6m gaps |
| Raised crossing | Speed reduction desired, school zones, pedestrian priority areas | Full crosswalk width, 75-100mm raise, 1:10 to 1:25 approach ramps |
| Signalized crossing | Arterials, >6,000 ADT, >3 lanes | Pedestrian signal head, push button or automatic detection |
| HAWK / PHB | Mid-block crossings, high-speed roads | Overhead beacon, pedestrian-activated, dark until activated |
| Pedestrian scramble | High pedestrian volumes, complex intersections | All-walk phase, diagonal crossing permitted |
Crossing Width Standards
| Context | Minimum | Standard | High-Volume |
|---|---|---|---|
| Residential | 1.8m | 2.4m | 3.0m |
| Commercial | 3.0m | 3.6m | 4.5m |
| Transit station / arena | 3.6m | 4.5m | 6.0m+ |
Signal Timing for Pedestrians
- Minimum pedestrian walk phase: 7 seconds
- Pedestrian walking speed for clearance calculation: 1.2 m/s (standard), 1.0 m/s (elderly/school zones), 0.9 m/s (accessible design)
- Leading Pedestrian Interval (LPI): 3-7 seconds head start before parallel vehicle green
- Exclusive pedestrian phase (scramble): 15-25 seconds depending on crossing distances
- Pedestrian recall: recommended at all urban intersections (automatic pedestrian phase every cycle)
- Maximum wait time: 60-90 seconds (longer waits lead to non-compliance)
Roundabout Design
| Type | Inscribed Diameter | Capacity (veh/day) | Speed | Application |
|---|---|---|---|---|
| Mini | 13-25m | <15,000 | 15-25 km/h | Low-volume local streets, traffic calming |
| Single-lane | 25-30m | 15,000-25,000 | 25-35 km/h | Collectors, neighborhood gateways |
| Multi-lane | 45-55m | 25,000-45,000 | 30-40 km/h | Arterials, suburban intersections |
Roundabout pedestrian crossings: set back one car length (6.0m) from yield line, marked crosswalk, splitter island refuge minimum 1.8m wide.
5. Streetscape and Materials
Surface Materials by Zone
| Zone | Primary Material | Alternative | Notes |
|---|---|---|---|
| Pedestrian clear zone | Cast-in-place concrete | Unit pavers (special areas) | Broom finish, scored joints at 1.5m |
| Frontage zone | Match building material | Concrete, stone pavers | Coordinate with property owner |
| Furnishing zone | Concrete, decomposed granite | Permeable pavers, planting | Integrate tree wells and bioswales |
| Cycle track | Asphalt (smooth) | Colored concrete, resin surface | Distinct color (green preferred) at conflict zones |
| Travel lanes | Asphalt (hot-mix) | Concrete (bus stops, intersections) | Concrete at bus stops prevents rutting |
| Parking lanes | Asphalt | Permeable pavers, permeable asphalt | Reduce stormwater runoff |
| Medians | Planted (ground cover, trees) | Concrete, unit pavers | Low-maintenance, drought-tolerant planting |
| Shared streets | Unit pavers, textured concrete | Natural stone, brick | Visual and tactile differentiation, flush surface |
Street Tree Selection Criteria
Select species based on all of the following:
- Canopy spread: minimum 6m mature spread for shade, 8-12m for boulevards
- Root behavior: non-invasive root systems, deep-rooting species preferred, avoid surface root species near pavement
- Climate suitability: USDA hardiness zone compatible, drought tolerance for urban heat island, salt tolerance for winter-maintained streets
- Clearance: minimum 2.4m trunk clearance (pedestrian), 4.2m over bike lanes, 4.5m over roadways
- Soil volume: 15-20 cubic meters per tree minimum for healthy growth (use structural soil, silva cells, or continuous trenches)
- Maintenance: deciduous preferred for seasonal solar access, avoid messy fruit species over sidewalks, disease-resistant cultivars
- Spacing: 6.0-9.0m on center for continuous canopy, stagger with light poles
Lighting Standards
| Zone | Illuminance (lux) | Uniformity Ratio | Pole Height | Color Temperature |
|---|---|---|---|---|
| Residential sidewalk | 5-8 | 4:1 min:avg | 4.0-5.0m | 3000K (warm white) |
| Commercial sidewalk | 10-20 | 3:1 min:avg | 4.5-6.0m | 3000-3500K |
| Pedestrian-priority area | 15-30 | 3:1 min:avg | 4.0-5.0m | 3000K |
| Local roadway | 6-10 | 6:1 min:avg | 8.0-10.0m | 3000-4000K |
| Collector roadway | 10-14 | 4:1 min:avg | 10.0-12.0m | 3000-4000K |
| Arterial roadway | 14-20 | 3:1 min:avg | 10.0-12.0m | 4000K |
| Intersection | 1.5x approach road lux | 3:1 min:avg | Match adjacent | Match adjacent |
| Crosswalk | 20-30 (enhanced) | -- | 4.0-6.0m or overhead | 3000-4000K |
Green Infrastructure Integration
- Tree trenches: Continuous below-grade soil cells connecting multiple tree pits, shared soil volume, structural support for pavement above
- Bioswales: Located in furnishing zone or median, 0.6-1.8m wide, 150-300mm deep, planted with native grasses and sedges, accept road runoff through curb cuts
- Permeable paving: Use in parking lanes and furnishing zones, reduces runoff by 70-90%, requires regular vacuum sweeping
- Rain gardens: At curb extensions and median ends, capture and filter first flush of stormwater, sized for local rainfall intensity
- Stormwater planters: Contained planting areas with underdrains, suitable where infiltration is not feasible (high water table, contaminated soil)
6. Traffic Calming Toolkit
Measures by Target Speed Reduction
50 to 40 km/h (Arterial/Collector Transition)
- Road diet: convert 4 lanes to 3 (2 travel + center turn lane), reclaim space for bike lanes and wider sidewalks
- Curb extensions at intersections: narrow roadway from 12m to 9m at crossing points
- Median islands: 1.8m minimum width, planted, with pedestrian refuge
- Signal coordination at 40 km/h progression speed
- Roadway surface change at gateway (asphalt to textured)
40 to 30 km/h (Collector/Local Transition)
- Chicanes: alternating curb extensions that deflect the travel path laterally, 3.0-3.6m deflection
- Raised crossings: full-width speed tables at pedestrian crossings, 75-100mm height, 6.0m long platform
- Speed tables: flat-topped speed bumps, 6.0-7.5m long, 75-100mm height
- Gateway treatments: visual and physical narrowing at neighborhood entries
- Neckdowns: narrow roadway to one lane at pinch points, with priority signs
30 to 20 km/h (Local/Shared Street Transition)
- Pinch points: narrow roadway to 3.0-3.6m, one vehicle at a time, yield condition
- Raised intersections: entire intersection at sidewalk level, vehicles mount gentle ramp
- Horizontal deflection: S-curves using alternating parking or planting islands
- Surface material changes: transition from asphalt to unit pavers, textured concrete
- Vertical elements: trees, bollards, planters placed to reduce apparent width
20 to 10 km/h (Shared Street / Woonerf)
- Shared surface: remove curbs entirely, single-level surface
- Textured paving: cobblestone, unit pavers, or stamped concrete to create visual and physical friction
- Removable bollards: allow event closure and emergency access while defining edges
- Planting and furniture: place obstacles (planters, benches, play elements) in the vehicle path
- Tight geometry: no straight runs longer than 30-50m
7. Output Format
When producing a street design, deliver the following specification package:
Cross-Section Specification Template
STREET NAME: [Name]
CLASSIFICATION: [Arterial / Collector / Local / Shared / Pedestrian]
CONTEXT: [Commercial / Residential / Mixed-Use / Industrial / Other]
DESIGN SPEED: [km/h]
ADT: [vehicles/day]
ROW WIDTH: [m]
CROSS-SECTION (one side, building face to centerline):
+-----------+--------+-----------+
| Element | Width | Notes |
+-----------+--------+-----------+
| Frontage | X.Xm | |
| Ped CZ | X.Xm | |
| Furnishing| X.Xm | |
| Bike Lane | X.Xm | + X.Xm buffer |
| Parking | X.Xm | |
| Travel Ln | X.Xm | x N lanes |
| Median | X.Xm | |
+-----------+--------+-----------+
TOTAL (half): XX.Xm
TOTAL (full): XX.Xm
ASCII CROSS-SECTION:
|BLD|Front| Ped CZ |Furn| Bike |Buf|Park| Lane | Lane |Med| Lane | Lane |Park|Buf| Bike |Furn| Ped CZ |Front|BLD|
| | 0.6 | 3.0 |1.2 | 2.0 |0.6|2.4 | 3.0 | 3.0 |3.0| 3.0 | 3.0 |2.4 |0.6| 2.0 |1.2 | 3.0 | 0.6 | |
INTERSECTION TREATMENT:
- Curb radius: X.Xm
- Crosswalk width: X.Xm
- Crossing type: [marked / raised / signalized]
- Pedestrian refuge: [yes/no, width]
STREETSCAPE:
- Trees: [species], [spacing]m o.c., [soil volume]m3 per tree
- Lighting: [pedestrian/roadway], [height]m poles, [spacing]m, [lux] target
- Surface: [material by zone]
- Furniture: [benches, racks, receptacles]
- Green infrastructure: [bioswales, permeable paving, rain gardens]
TRAFFIC CALMING:
- [List applicable measures]
- Target speed: [km/h]
8. Reference Links
Primary Standards and Guidelines
- NACTO Urban Street Design Guide: https://nacto.org/publication/urban-street-design-guide/
- NACTO Transit Street Design Guide: https://nacto.org/publication/transit-street-design-guide/
- NACTO Don't Give Up at the Intersection: https://nacto.org/publication/dont-give-up-at-the-intersection/
- NACTO Urban Bikeway Design Guide: https://nacto.org/publication/urban-bikeway-design-guide/
- Global Designing Cities Initiative (GDCI) Global Street Design Guide: https://globaldesigningcities.org/publication/global-street-design-guide/
- AASHTO A Policy on Geometric Design of Highways and Streets (Green Book): https://store.transportation.org/
- FHWA Manual on Uniform Traffic Control Devices (MUTCD): https://mutcd.fhwa.dot.gov/
- ADA Standards for Accessible Design: https://www.ada.gov/law-and-regs/design-standards/
Supplementary Resources
- FHWA Separated Bike Lane Planning and Design Guide: https://www.fhwa.dot.gov/environment/bicycle_pedestrian/publications/separated_bikelane_pdg/
- ITE Designing Walkable Urban Thoroughfares: https://www.ite.org/
- CROW Design Manual for Bicycle Traffic (Netherlands): https://crowplatform.com/
- Transport for London Streetscape Guidance: https://tfl.gov.uk/corporate/publications-and-reports/streets-toolkit
- Urban Street Stormwater Guide (NACTO): https://nacto.org/publication/urban-street-stormwater-guide/
- WHO Global Status Report on Road Safety: https://www.who.int/publications/i/item/9789241565684
- ITDP Transit-Oriented Development Standard: https://www.itdp.org/
- C40 Cities Green and Healthy Streets: https://www.c40.org/