Development Standards for Site and Subdivisions Plans
Purpose: The purpose of this article is to protect, maintain and enhance public health, safety, and general welfare by establishing minimum requirements and procedures to control the adverse impacts associated with stormwater runoff, and soil erosion and sedimentation from site construction and development. Subdivision and site plans shall include plans for managing stormwater and controlling erosion and sedimentation as provided herein. |
Purpose: This section implements the following Master Plan recommendations: |
The City should strongly consider adopting a soil erosion and sediment control ordinance, which would comprehensively address many of the nonpoint sources of water quality degradation discussed in the Water Resources Protection Plan. |
Purpose: These screening and buffer requirements are intended to mitigate the impacts of light, noise, odor, vibration, and visual blight from nonresidential development in nonresidential districts on adjacent residential districts. These requirements are intended to preserve, protect, and restore the quality of life and property values for residential neighborhoods that share a boundary with a nonresidential district. The requirements of this section shall be incumbent upon both residential and nonresidential uses on both sides of the boundary between residential and nonresidential districts. All buffers shall be provided on the premises within the nonresidential district immediately adjacent to a residential district boundary. |
Table 181-1 Required Buffer Yards | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Adjoining Zoning Districts | ||||||||||||||
Zoning District of Applicant* | R-40 | R-30 | R-18 | R-9 | R-A | R-B | R-C | LB | GB | D | HB | PI | GI | CI |
R-40 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-30 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-18 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-9 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | D | E | E | E | E |
R-B | N/A | N/A | N/A | N/A | N/A | N/A | N/A | A | D | D | D | D | E | D |
R-C | N/A | N/A | N/A | N/A | N/A | N/A | N/A | A | D | C | D | C | E | C |
LB | B | B | B | B | B | A | A | N/A | D | B | D | D | E | D |
GB | D | D | D | D | D | D | D | D | N/A | C | C | C | E | E |
D | E | E | E | E | D | D | C | B | C | N/A | C | C | E | C |
HB | E | E | E | E | E | D | D | D | C | C | N/A | C | E | D |
PI | E | E | E | E | E | D | C | D | C | C | C | N/A | E | D |
GI | E | E | E | E | E | E | E | E | E | E | E | E | N/A | E |
CI | E | E | E | E | E | D | C | D | D | D | D | D | E | N/A |
* | This includes any application for subdivision, site plan or building permit approval. |
Table 181-2 Minimum Plant Materials Required for Each Buffer Yard Type | |||||
|---|---|---|---|---|---|
Trees | |||||
Buffer Type | Minimum Width (feet) | Large | Medium/ Small | Shrubs | Fence (F), Berm (B), or Wall (W) (optional) |
A | 10 | 2 | 2 | 20 | |
B | 15 | 2 | 2 | 20 | F or W |
C | 20 | 2 | 3 | 20 | F, W or B |
D | 30 | 2 | 3 | 20 | F, W or B |
E | 40 | 2 | 4 | 20 | F, W or B |
N1 | 20% reduction | Any combination of trees or shrubs is acceptable where the proposed plantings provide equivalent benefits to the normally required plantings, as determined by the Planning Board. | |||
Note 1: "N" means an area of natural vegetation or plant substitutes. |
Table 189-1 Examples of Permitted Trees | ||||
|---|---|---|---|---|
Category | Definition | Examples of Permitted Species | ||
Large or shade trees | A tree of a species that normally reaches a height of 50 feet or more upon maturity | Basswood Beech Black oak European larch Hemlock London plane tree | Pin oak Red maple Red oak Red pine Scarlet oak Scotch pine | Sugar maple Thornless honeylocust White ash White oak White pine |
Medium trees/ ornamental trees | A tree of a species that normally reaches a height exceeding 20 feet upon maturity | Arborvitae Austrian pine Black birch Black locust | European white birch Ginkgo Larch Little-leaf linden | Norway spruce Pitch pine White birch White spruce |
Small trees/ ornamental trees | A tree of a species that normally reaches a height of less than 20 feet upon maturity | Amur maple Carolina silverbell Cornelian cherry dogwood European mountain ash | Flowering dogwood Hop hornbeam Hornbeam Pin cherry | Red cedar Shadblaw Serviceberry Washington hawthorn |
Nannyberry | Black alder | Japanese yew | |
Rosebay rhododendron | Bayberry | Panicled dogwood | |
Highbush cranberry | Mapleleaf viburnum | Peegee hydrangea | |
Highbush blueberry | Hobblebush | Mountain laurel | |
Arrowwood | Red osier dogwood | Witch hazel |
Table 193-1 Aisle or Driveway Width | |
|---|---|
Parking Angle (degrees) | Aisle/Driveway Width (feet) |
45 | 12 |
60 | 18 |
90 | 20 |
The angle shall be measured between the center line of the parking space and the center line of the aisle. | |
Table 199-1 Number of Required Off-Street Loading Regulations | ||
|---|---|---|
Use Category | Minimum Number of Loading Spaces per Unit | |
(1) | Retail trade, manufacturing and hospital establishment with over 5,000 square feet of gross floor area | 1 per 20,000 square feet or fraction thereof of gross floor area up to 2 spaces; 1 additional space for each 60,000 square feet or fraction thereof of gross floor area over 40,000 square feet; space used for ambulance receiving at a hospital is not to be used to meet these loading requirements |
(2) | Business services, other services, community facility (school, church, City building, recreation, etc.) or public utility establishment with over 5,000 square feet of gross floor area | 1 per 75,000 square feet or fraction thereof of gross floor area up to 2 spaces; 1 additional space for each 200,000 square feet or fraction thereof of gross floor area floor area over 150,000 square feet |
Table 200-3 Required Handicapped Parking Spaces | |
|---|---|
Number of Spaces Required (See § 190-198) | Required Number of Handicapped Spaces |
5-25 | 1 |
26-50 | 2 |
51-75 | 3 |
76-100 | 4 |
101-150 | 5 |
151-200 | 6 |
201-300 | 7 |
301-400 | 8 |
401-500 | 9 |
501-1,000 | 2% of total |
Over 1,000 | 20 plus 1 for each 100 over 1,000 |
Table 202-1 Shared Parking Parking Ratio Reduction Factors | |||||
|---|---|---|---|---|---|
Weekday | Weekend | ||||
(A) Land Use | (B) Daytime (9:00 a.m. to 4:00 p.m.) | (C) Evening (6:00 p.m. to midnight) | (C) Daytime (9:00 a.m. to 4:00 p.m.) | (E) Evening (6:00 p.m. to midnight) | (F) Nighttime (midnight to 6:00 a.m.) |
Office/industrial | 100% | 10% | 10% | 5% | 5% |
Retail | 60% | 90% | 100% | 70% | 5% |
Hotel | 75% | 100% | 75% | 100% | 75% |
Restaurant | 50% | 100% | 100% | 100% | 10% |
Entertainment/ commercial | 40% | 100% | 80% | 100% | 10% |
The standards of this article are based on the following design principles. The intent of this section is to explain the rationale for the standards of this article, rather than to impose independent standards for subdivision plan or site plan approval. However, any request for a waiver from this article shall include an explanation of how the alternative standards proposed by the applicant relate to the principles discussed below. |
Purpose: This section provides guidelines whereby streets can be classified in a street hierarchy system with design tailored to function. |
Table 207-1 Street Classification | ||
|---|---|---|
Class | Definition | |
Principal arterial | • | Provides corridor movement suitable for substantial state-wide or interstate travel and provides continuity for all rural arterials that intercept the urban area. |
• | Serves the major traffic movements within urbanized areas such as between central business districts and outlying residential areas, between major intercity communities or between major suburban centers. | |
• | Serves a major portion of the trips entering and leaving the urban area, as well as the majority of the through traffic desiring to bypass the central City. | |
Minor arterial | • | Serves trips of moderate length at a somewhat lower level of travel mobility than principal arterials. |
• | Provides access to geographic areas smaller than those served by the higher system. | |
• | Provides intracommunity continuity, but does not penetrate identifiable neighborhoods. | |
Collector | • | Collects traffic from local roads and channels it into the arterial system. |
• | Provides land access and traffic circulation within residential neighborhoods, commercial and industrial area. | |
Local | • | Comprises all facilities not on higher systems. |
• | Provides access to land and higher systems. | |
• | Through traffic usage discouraged. | |
Source: Nashua 2000 Master Plan, Transportation Element, "Functional Classification System" (page X-65). |
Purpose: Curbing shall be required for the purpose of drainage, safety, and delineation and protection of the pavement edge. Curbing is required: | |
• | For stormwater management. |
• | To stabilize pavement edge. |
• | To delineate parking areas. |
• | Ten feet on each side of drainage inlets. |
• | At intersections and at tight radii. |
Table 208-1 Minimum Intersection Sight Distance Stop-Sign and Signal-Controlled Intersections | |||
|---|---|---|---|
Sight Distance (feet)(1) | |||
Posted Speed (mph) | 2-3 Lane Stop Control(2) | 4-5 Lane Stop Control(2) | 2-5 Lane Signal Control(3) |
20 | 200 | 225 | 225 |
25 | 250 | 275 | 300 |
30 | 300 | 350 | 375 |
35 | 350 | 400 | 475 |
40 | 400 | 450 | 575 |
45 | 450 | 500 | 700 |
50 | 500 | 550 | 850 |
55 | 550 | 625 | 1,000 |
60 | 600 | 675 | 1,150 |
Source: adapted from AASHTO, A Policy on Geometric Design of Highways and Streets, 1990. All units rounded for design. |
Rules of Interpretation for Table 208-1: | |
|---|---|
(1) | Measured along the center of the approaching travel lanes, as observed from a point 15 feet back from the edge of traveled way and measured from an eye height of 3.5 feet to a height of approaching object of 4.25 feet. |
(2) | Sight distance for a vehicle turning left into a two-lane or four-lane roadway across a vehicle approaching from the left or right. |
(3) | Sight distance for a vehicle turning right into a two- or four-lane roadway and attain 85% of design speed without being overtaken by a vehicle approaching from the left and reduced to 85% of design speed. |
Table 208-2 Minimum Intersection Sight Distance Yield and Uncontrolled Intersections | ||
|---|---|---|
Sight Distance(1)(2) (feet) | ||
Posted Speed (mph) | Major Street | Minor Street |
20 | 90 | 90 |
25 | 110 | 110 |
30 | 130 | 130 |
35 | 155 | 155 |
40 | 180 | 180 |
Source: adapted from AASHTO, A Policy on Geometric Design of Highways and Streets, 1990. All units rounded for design. |
Rules of Interpretation for Table 208-2: | |
|---|---|
(1) | Measured along the center of the approaching travel lanes and measured from an eye height of 3.5 feet to a height of approaching object of 4.25 feet. |
(2) | If minimum sight distance requirements cannot be obtained because the cost to do so is prohibitive, other traffic control devices must be used to stop vehicles on one or both roads. |
Table 208-3 Minimum Stopping Sight Distance (Approval by City Engineer or Designee Required) | |||||||
|---|---|---|---|---|---|---|---|
Stopping Sight Distance(1) (feet) | |||||||
Posted Speed (mph) | -9% | -6% | -3% | Level | +3% | +6% | +9% |
20 | 125 | 125 | 125 | 12 | 125 | 125 | 125 |
25 | 175 | 175 | 175 | 150 | 150 | 150 | 150 |
30 | 225 | 225 | 225 | 200 | 200 | 200 | 200 |
35 | 300 | 275 | 275 | 250 | 250 | 250 | 225 |
40 | 400 | 375 | 350 | 325 | 300 | 300 | 300 |
45 | 475 | 450 | 425 | 400 | 375 | 350 | 350 |
50 | 600 | 550 | 500 | 475 | 450 | 425 | 400 |
55 | 700 | 625 | 575 | 550 | 525 | 500 | 475 |
60 | 825 | 750 | 700 | 650 | 600 | 575 | 550 |
Source: adapted from AASHTO, A Policy on Geometric Design of Highways and Streets, 1990. All units rounded for design. |
Rules of Interpretation for Table 208-3: | |
|---|---|
(1) | Measured along the center of the approaching travel lanes, as observed from a point 15 feet back from the edge of traveled way and measured from an eye height of 3.5 feet to a height of approaching object of 4.25 feet. |
Purpose: This section establishes requirements for ingress, egress openings in concrete, street curbing, commonly referred to as "curb cuts" as well as other means of vehicular access to and from private property shall be regulated in accordance with the following requirements. |
Table 209-1 Size of Curb Cuts | |||
|---|---|---|---|
Minimum Width (feet) | Maximum Width (feet) | ||
One-way | 12 | 15 | |
Two-way (includes two two-foot shoulders) | 24 | 36 | |
Table 209-2 Inside Turning Radii | |||
|---|---|---|---|
Land Use | Minimum Inside Turning Radii (feet) | Maximum Inside Turning Radii (feet) | |
Residential only | 15 | 20 | |
Commercial/industrial | 20 | 28.3 | |
Mixed uses | 15 | 28.3 | |
Comment: An example of a sidewalk waiver is multiple frontage lots. In these situations, sidewalk construction along frontages other than the principal frontage of the lot. In those situations, pedestrian access is only from one of the frontages. The sidewalk requirements may be waived on the other frontages. |
Development Standards for Site and Subdivisions Plans
Purpose: The purpose of this article is to protect, maintain and enhance public health, safety, and general welfare by establishing minimum requirements and procedures to control the adverse impacts associated with stormwater runoff, and soil erosion and sedimentation from site construction and development. Subdivision and site plans shall include plans for managing stormwater and controlling erosion and sedimentation as provided herein. |
Purpose: This section implements the following Master Plan recommendations: |
The City should strongly consider adopting a soil erosion and sediment control ordinance, which would comprehensively address many of the nonpoint sources of water quality degradation discussed in the Water Resources Protection Plan. |
Purpose: These screening and buffer requirements are intended to mitigate the impacts of light, noise, odor, vibration, and visual blight from nonresidential development in nonresidential districts on adjacent residential districts. These requirements are intended to preserve, protect, and restore the quality of life and property values for residential neighborhoods that share a boundary with a nonresidential district. The requirements of this section shall be incumbent upon both residential and nonresidential uses on both sides of the boundary between residential and nonresidential districts. All buffers shall be provided on the premises within the nonresidential district immediately adjacent to a residential district boundary. |
Table 181-1 Required Buffer Yards | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Adjoining Zoning Districts | ||||||||||||||
Zoning District of Applicant* | R-40 | R-30 | R-18 | R-9 | R-A | R-B | R-C | LB | GB | D | HB | PI | GI | CI |
R-40 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-30 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-18 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-9 | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | E | E | E | E | E |
R-A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | B | D | D | E | E | E | E |
R-B | N/A | N/A | N/A | N/A | N/A | N/A | N/A | A | D | D | D | D | E | D |
R-C | N/A | N/A | N/A | N/A | N/A | N/A | N/A | A | D | C | D | C | E | C |
LB | B | B | B | B | B | A | A | N/A | D | B | D | D | E | D |
GB | D | D | D | D | D | D | D | D | N/A | C | C | C | E | E |
D | E | E | E | E | D | D | C | B | C | N/A | C | C | E | C |
HB | E | E | E | E | E | D | D | D | C | C | N/A | C | E | D |
PI | E | E | E | E | E | D | C | D | C | C | C | N/A | E | D |
GI | E | E | E | E | E | E | E | E | E | E | E | E | N/A | E |
CI | E | E | E | E | E | D | C | D | D | D | D | D | E | N/A |
* | This includes any application for subdivision, site plan or building permit approval. |
Table 181-2 Minimum Plant Materials Required for Each Buffer Yard Type | |||||
|---|---|---|---|---|---|
Trees | |||||
Buffer Type | Minimum Width (feet) | Large | Medium/ Small | Shrubs | Fence (F), Berm (B), or Wall (W) (optional) |
A | 10 | 2 | 2 | 20 | |
B | 15 | 2 | 2 | 20 | F or W |
C | 20 | 2 | 3 | 20 | F, W or B |
D | 30 | 2 | 3 | 20 | F, W or B |
E | 40 | 2 | 4 | 20 | F, W or B |
N1 | 20% reduction | Any combination of trees or shrubs is acceptable where the proposed plantings provide equivalent benefits to the normally required plantings, as determined by the Planning Board. | |||
Note 1: "N" means an area of natural vegetation or plant substitutes. |
Table 189-1 Examples of Permitted Trees | ||||
|---|---|---|---|---|
Category | Definition | Examples of Permitted Species | ||
Large or shade trees | A tree of a species that normally reaches a height of 50 feet or more upon maturity | Basswood Beech Black oak European larch Hemlock London plane tree | Pin oak Red maple Red oak Red pine Scarlet oak Scotch pine | Sugar maple Thornless honeylocust White ash White oak White pine |
Medium trees/ ornamental trees | A tree of a species that normally reaches a height exceeding 20 feet upon maturity | Arborvitae Austrian pine Black birch Black locust | European white birch Ginkgo Larch Little-leaf linden | Norway spruce Pitch pine White birch White spruce |
Small trees/ ornamental trees | A tree of a species that normally reaches a height of less than 20 feet upon maturity | Amur maple Carolina silverbell Cornelian cherry dogwood European mountain ash | Flowering dogwood Hop hornbeam Hornbeam Pin cherry | Red cedar Shadblaw Serviceberry Washington hawthorn |
Nannyberry | Black alder | Japanese yew | |
Rosebay rhododendron | Bayberry | Panicled dogwood | |
Highbush cranberry | Mapleleaf viburnum | Peegee hydrangea | |
Highbush blueberry | Hobblebush | Mountain laurel | |
Arrowwood | Red osier dogwood | Witch hazel |
Table 193-1 Aisle or Driveway Width | |
|---|---|
Parking Angle (degrees) | Aisle/Driveway Width (feet) |
45 | 12 |
60 | 18 |
90 | 20 |
The angle shall be measured between the center line of the parking space and the center line of the aisle. | |
Table 199-1 Number of Required Off-Street Loading Regulations | ||
|---|---|---|
Use Category | Minimum Number of Loading Spaces per Unit | |
(1) | Retail trade, manufacturing and hospital establishment with over 5,000 square feet of gross floor area | 1 per 20,000 square feet or fraction thereof of gross floor area up to 2 spaces; 1 additional space for each 60,000 square feet or fraction thereof of gross floor area over 40,000 square feet; space used for ambulance receiving at a hospital is not to be used to meet these loading requirements |
(2) | Business services, other services, community facility (school, church, City building, recreation, etc.) or public utility establishment with over 5,000 square feet of gross floor area | 1 per 75,000 square feet or fraction thereof of gross floor area up to 2 spaces; 1 additional space for each 200,000 square feet or fraction thereof of gross floor area floor area over 150,000 square feet |
Table 200-3 Required Handicapped Parking Spaces | |
|---|---|
Number of Spaces Required (See § 190-198) | Required Number of Handicapped Spaces |
5-25 | 1 |
26-50 | 2 |
51-75 | 3 |
76-100 | 4 |
101-150 | 5 |
151-200 | 6 |
201-300 | 7 |
301-400 | 8 |
401-500 | 9 |
501-1,000 | 2% of total |
Over 1,000 | 20 plus 1 for each 100 over 1,000 |
Table 202-1 Shared Parking Parking Ratio Reduction Factors | |||||
|---|---|---|---|---|---|
Weekday | Weekend | ||||
(A) Land Use | (B) Daytime (9:00 a.m. to 4:00 p.m.) | (C) Evening (6:00 p.m. to midnight) | (C) Daytime (9:00 a.m. to 4:00 p.m.) | (E) Evening (6:00 p.m. to midnight) | (F) Nighttime (midnight to 6:00 a.m.) |
Office/industrial | 100% | 10% | 10% | 5% | 5% |
Retail | 60% | 90% | 100% | 70% | 5% |
Hotel | 75% | 100% | 75% | 100% | 75% |
Restaurant | 50% | 100% | 100% | 100% | 10% |
Entertainment/ commercial | 40% | 100% | 80% | 100% | 10% |
The standards of this article are based on the following design principles. The intent of this section is to explain the rationale for the standards of this article, rather than to impose independent standards for subdivision plan or site plan approval. However, any request for a waiver from this article shall include an explanation of how the alternative standards proposed by the applicant relate to the principles discussed below. |
Purpose: This section provides guidelines whereby streets can be classified in a street hierarchy system with design tailored to function. |
Table 207-1 Street Classification | ||
|---|---|---|
Class | Definition | |
Principal arterial | • | Provides corridor movement suitable for substantial state-wide or interstate travel and provides continuity for all rural arterials that intercept the urban area. |
• | Serves the major traffic movements within urbanized areas such as between central business districts and outlying residential areas, between major intercity communities or between major suburban centers. | |
• | Serves a major portion of the trips entering and leaving the urban area, as well as the majority of the through traffic desiring to bypass the central City. | |
Minor arterial | • | Serves trips of moderate length at a somewhat lower level of travel mobility than principal arterials. |
• | Provides access to geographic areas smaller than those served by the higher system. | |
• | Provides intracommunity continuity, but does not penetrate identifiable neighborhoods. | |
Collector | • | Collects traffic from local roads and channels it into the arterial system. |
• | Provides land access and traffic circulation within residential neighborhoods, commercial and industrial area. | |
Local | • | Comprises all facilities not on higher systems. |
• | Provides access to land and higher systems. | |
• | Through traffic usage discouraged. | |
Source: Nashua 2000 Master Plan, Transportation Element, "Functional Classification System" (page X-65). |
Purpose: Curbing shall be required for the purpose of drainage, safety, and delineation and protection of the pavement edge. Curbing is required: | |
• | For stormwater management. |
• | To stabilize pavement edge. |
• | To delineate parking areas. |
• | Ten feet on each side of drainage inlets. |
• | At intersections and at tight radii. |
Table 208-1 Minimum Intersection Sight Distance Stop-Sign and Signal-Controlled Intersections | |||
|---|---|---|---|
Sight Distance (feet)(1) | |||
Posted Speed (mph) | 2-3 Lane Stop Control(2) | 4-5 Lane Stop Control(2) | 2-5 Lane Signal Control(3) |
20 | 200 | 225 | 225 |
25 | 250 | 275 | 300 |
30 | 300 | 350 | 375 |
35 | 350 | 400 | 475 |
40 | 400 | 450 | 575 |
45 | 450 | 500 | 700 |
50 | 500 | 550 | 850 |
55 | 550 | 625 | 1,000 |
60 | 600 | 675 | 1,150 |
Source: adapted from AASHTO, A Policy on Geometric Design of Highways and Streets, 1990. All units rounded for design. |
Rules of Interpretation for Table 208-1: | |
|---|---|
(1) | Measured along the center of the approaching travel lanes, as observed from a point 15 feet back from the edge of traveled way and measured from an eye height of 3.5 feet to a height of approaching object of 4.25 feet. |
(2) | Sight distance for a vehicle turning left into a two-lane or four-lane roadway across a vehicle approaching from the left or right. |
(3) | Sight distance for a vehicle turning right into a two- or four-lane roadway and attain 85% of design speed without being overtaken by a vehicle approaching from the left and reduced to 85% of design speed. |
Table 208-2 Minimum Intersection Sight Distance Yield and Uncontrolled Intersections | ||
|---|---|---|
Sight Distance(1)(2) (feet) | ||
Posted Speed (mph) | Major Street | Minor Street |
20 | 90 | 90 |
25 | 110 | 110 |
30 | 130 | 130 |
35 | 155 | 155 |
40 | 180 | 180 |
Source: adapted from AASHTO, A Policy on Geometric Design of Highways and Streets, 1990. All units rounded for design. |
Rules of Interpretation for Table 208-2: | |
|---|---|
(1) | Measured along the center of the approaching travel lanes and measured from an eye height of 3.5 feet to a height of approaching object of 4.25 feet. |
(2) | If minimum sight distance requirements cannot be obtained because the cost to do so is prohibitive, other traffic control devices must be used to stop vehicles on one or both roads. |
Table 208-3 Minimum Stopping Sight Distance (Approval by City Engineer or Designee Required) | |||||||
|---|---|---|---|---|---|---|---|
Stopping Sight Distance(1) (feet) | |||||||
Posted Speed (mph) | -9% | -6% | -3% | Level | +3% | +6% | +9% |
20 | 125 | 125 | 125 | 12 | 125 | 125 | 125 |
25 | 175 | 175 | 175 | 150 | 150 | 150 | 150 |
30 | 225 | 225 | 225 | 200 | 200 | 200 | 200 |
35 | 300 | 275 | 275 | 250 | 250 | 250 | 225 |
40 | 400 | 375 | 350 | 325 | 300 | 300 | 300 |
45 | 475 | 450 | 425 | 400 | 375 | 350 | 350 |
50 | 600 | 550 | 500 | 475 | 450 | 425 | 400 |
55 | 700 | 625 | 575 | 550 | 525 | 500 | 475 |
60 | 825 | 750 | 700 | 650 | 600 | 575 | 550 |
Source: adapted from AASHTO, A Policy on Geometric Design of Highways and Streets, 1990. All units rounded for design. |
Rules of Interpretation for Table 208-3: | |
|---|---|
(1) | Measured along the center of the approaching travel lanes, as observed from a point 15 feet back from the edge of traveled way and measured from an eye height of 3.5 feet to a height of approaching object of 4.25 feet. |
Purpose: This section establishes requirements for ingress, egress openings in concrete, street curbing, commonly referred to as "curb cuts" as well as other means of vehicular access to and from private property shall be regulated in accordance with the following requirements. |
Table 209-1 Size of Curb Cuts | |||
|---|---|---|---|
Minimum Width (feet) | Maximum Width (feet) | ||
One-way | 12 | 15 | |
Two-way (includes two two-foot shoulders) | 24 | 36 | |
Table 209-2 Inside Turning Radii | |||
|---|---|---|---|
Land Use | Minimum Inside Turning Radii (feet) | Maximum Inside Turning Radii (feet) | |
Residential only | 15 | 20 | |
Commercial/industrial | 20 | 28.3 | |
Mixed uses | 15 | 28.3 | |
Comment: An example of a sidewalk waiver is multiple frontage lots. In these situations, sidewalk construction along frontages other than the principal frontage of the lot. In those situations, pedestrian access is only from one of the frontages. The sidewalk requirements may be waived on the other frontages. |