08 SUBDIVISION STANDARDS
TABLE 21.08-1: IMPROVEMENT AREAS DEFINED | ||
|---|---|---|
District Type | Class A | Class B |
Residential | R-1 R-1A R-2A R-2D R-2M R-3 R-3A R-4 R-4A R-5 | R-6 R-7 R-8 R-9 R-10 |
Commercial | B-1A B-1B B-3 RO MC | |
Downtown (DT) | B-2A B-2B B-2C | |
Industrial | I-1 I-2 MI | |
Other Districts | A | TA WS |
AF District DR District PCD District PLI District PR District | The platting authority shall place a subdivision within any of these districts in the improvement area that it finds to be most compatible with the proposed use of the parcel and the zoning district classifications of the surrounding area. | |
TABLE 21.08-2: REQUIRED IMPROVEMENTS BY IMPROVEMENT AREA | ||
|---|---|---|
R = Improvement Required | ||
Improvement | Class A | Class B |
Paved Interior Streets | R | |
Strip-Paved Access and Peripheral Streets | R | R |
Strip-Paved Interior Streets | R | |
Curbs and Gutters | R | |
Sidewalks | R | |
Walkways | R | R |
Street Lighting | R | |
Traffic Control Devices | R | R |
Monuments | R | R |
Drainage | R | R |
Telephone & Electrical Facilities | R | R |
Water Supply Facilities | R | |
Sanitary Sewer Facilities | R | |
Landscaping | R | R |
TABLE 21.08-3: PAVED RESIDENTIAL STREETS, MINIMUM STANDARDS | ||||||||
|---|---|---|---|---|---|---|---|---|
A.D.T.2 | Street Section1 (feet) | Number of Lanes | Design Speed3 (mph)4 | Right-of-Way (feet) | Spillover Parking5 | Application | ||
Standard | Optional | Moving | Parking | |||||
0—75 Residential minor | 31 | 2 | 1 | 20 | 60 | No | Culs-de-sac, low-volume residential streets | |
24 | 2 | 0 | 20 | 60 | Yes | |||
76—300 Residential minor | 31 | 2 | 1 | 25 | 60 | No | Residential minor streets, culs-de-sac and small loops | |
24 | 2 | 0 | 25 | 60 | Yes | |||
301—600 Residential minor | 33 | 2 | 2 | 25 | 60 | No | Residential minor streets, loop streets, high-volume culs-de-sac | |
24 | 2 | 0 | 25 | 60 | Yes | |||
601—1,000 Residential major | 33 | 2 | 2 | 25 | 60 | No | Residential major streets, loop streets and high-volume culs-de-sac | |
28 | 2 | 1 | 25 | 60 | Yes | |||
1,001—2,000 | 38 | 24 | 2 | 0 | 25 | 60 | Yes | Residential limited access |
2 | 2 | 30 | 60 | No | Residential subconnector | |||
38 | 36 | 0 | 30 | 60 | Yes | No on-street parking permitted | ||
Notes: |
|---|
1 Street dimensions are from back of curb. |
2 See § 21.08.050D.1.b, Determination of Average Daily Trips. |
3 Horizontal curve design of residential streets requires best judgment of planners and engineers in addition to design analysis. |
4 Design speed (not posted speed) for vertical and horizontal curves. |
5 Spillover parking; homeowners' association required. See § 21.08.050E below. |
6 Center turning lane required. |
TABLE 21.08-4: STRIP-PAVED STREETS, MINIMUM STANDARDS | ||||
|---|---|---|---|---|
A.D.T. | Street Section7, 9 (feet) | Design Speed8 (mph) | Right-of-Way (feet) | Application |
0—500 | 20 | 20 | 50 | Residential loop streets, rural peripheral/access roads |
501—1,000 | 24 | 25 | 50 | Residential loop streets, urban peripheral/access roads |
1,001—2,000 | 24 | 25 | 60 | Major residential streets |
Notes: |
|---|
7 Dimensions are from edge of pavement. |
8 Design speed (not posted speed) for horizontal and vertical curves. |
9 Street sections require two-foot shoulders with ten-and 12-foot driving lanes, respectively. |
TABLE 21.08-5: CLASS A COMMERCIAL AND INDUSTRIAL STREETS, MINIMUM STANDARDS | |||||
|---|---|---|---|---|---|
Street Section10 (feet) | Number of Lanes | Design Speed11 (mph) | Right-of-Way (feet) | Application | |
Moving | Parking | ||||
33 | 2 | 0 | 30 | 60 | No on-street parking |
40 | 2 | 212 | 30 | 60 | Commercial/industrial streets |
47 | 3(1TL) | 0 | 35 | 60 | Major commercial/industrial streets; no on-street parking permitted; parking shall be provided off-street; turning movements when traffic warrants |
Notes: |
|---|
10 Street dimensions are from back of curb. |
11 Design speed (not posted speed) for vertical and horizontal curves. |
12 Parking may be provided off-street when a planter strip is used. |
TABLE 21.08-6: ADDITIONAL SPILLOVER PARKING SPACES REQUIRED FOR EACH LOT FRONTING ON AN OPTIONAL RESIDENTIAL INTERIOR STREET WITHOUT ON-STREET PARKING | |
|---|---|
Residential Use | Number of Spaces Per Unit |
Dwelling, single-family detached | 1.0 |
Dwelling, single-family attached or two-family | 0.5 |
Dwelling, multifamily, or townhouse | 0.25 managed guest spaces per multifamily dwelling with single-family or two-family style construction 0.15 managed guest spaces per townhouse dwelling or multifamily dwelling with townhouse-style construction 0.10 managed guest spaces per other multifamily dwelling |
TABLE 21.08-7: MINIMUM SIDEWALK, WALKWAY, AND TRAIL IMPROVEMENTS | ||||
|---|---|---|---|---|
Type of material | Minimum width | Separation from curb | Right-of-way | Notes |
Sidewalks | ||||
4″ PCC | 5 | 0 | N/A | As a general rule, sidewalks should only be attached to the curb where on-street parking is allowed. |
4″ PCC | 5 | 7 | N/A | |
Pavers | 5 | 0 or 7 | N/A | Decorative concrete or brick pavers |
Walkways | ||||
4″ PCC | 5 | N/A | Walkways through commercial developments as required by §§ 21.07.060 and 21.07.090 are generally not located in easements | |
4″ PCC | 5 | 10″ | Not recommended where peat is surcharged | |
1½″ AC | 5 | 10″ | Generally used for improved walkways creating through-block connections; between cul-de-sac bulbs; connecting to parks, trails, other open space | |
Gravel | 5 | 10″ | May be used in class B improvement areas | |
Unimproved | 10″ | |||
Pathways | ||||
1½″ AC | 6 | 7 | ||
Trails | ||||
1½″ AC | See Trails Plan | 7 | ||
Gravel | 7 | For class B improvement areas or nature trails | ||
Unimproved | Generally for existing historical trails or trails through parks and open space | |||
TABLE 21.08-8: PERCENT FOR OVERRUN ALLOWANCE | |
|---|---|
Total Estimated Cost of Improvements | Percent for Overrun Allowance |
$0.00—$500,000.00 | 20% |
$500,000.01—$1,000,000.00 | 15% |
More than $1,000,000.00 | 10% |
TABLE 21.08-9: PERCENT TO SECURE WARRANTY | |
|---|---|
Total Construction Cost | Percent to Secure Warranty |
$0.00—$500,000.00 | 10% |
$500,000,01—$1,000,000.00 | 7½% |
More than $1,000,000.00 | 5% |
TABLE 21.08-10: MAXIMUM DENSITY FOR CLUSTER HOUSING SUBDIVISIONS | ||
|---|---|---|
Zoning District | Dwelling Units Per Acre | Minimum Site Area (acres)13 |
R-1 | 5.0 | 2.5 |
R-1A | 5.0 | 2.5 |
R-2A | 10.0 | 1.5 |
R-2D | 16.0 | 1.5 |
R-2M | 19.0 | 1.5 |
R-3 | 20.0 | 1.0 |
R-4 | 24.0 | 1.0 |
R-4A | 35.0 | 1.0 |
R-5 | 5.0 | 2.5 |
R-6 | 0.8 | 5.0 |
R-7 | 2.0 | 5.0 |
R-8 | 0.2 | 10.0 |
R-9 | 0.4 | 5.0 |
R-10 | See § 21.04.020O.2 | 10.0 |
TA | As provided in the Turnagain Arm Comprehensive Plan | 5.0 |
GR districts | As determined by the Platting Board | 5.0 |
Note: |
|---|
13 The minimum site area may be reduced by up to 5 percent to account for irregular lots or difficult sites. |
TABLE 21.08-11 MIX OF HOUSING MODELS FOR NARROW LOT HOUSING | |
|---|---|
Number of units | Number of different models required |
3—6 | 2 |
7—12 | 3 |
See § 21.07.110E.2 for how to determine a mix of housing models. | |
08 SUBDIVISION STANDARDS
TABLE 21.08-1: IMPROVEMENT AREAS DEFINED | ||
|---|---|---|
District Type | Class A | Class B |
Residential | R-1 R-1A R-2A R-2D R-2M R-3 R-3A R-4 R-4A R-5 | R-6 R-7 R-8 R-9 R-10 |
Commercial | B-1A B-1B B-3 RO MC | |
Downtown (DT) | B-2A B-2B B-2C | |
Industrial | I-1 I-2 MI | |
Other Districts | A | TA WS |
AF District DR District PCD District PLI District PR District | The platting authority shall place a subdivision within any of these districts in the improvement area that it finds to be most compatible with the proposed use of the parcel and the zoning district classifications of the surrounding area. | |
TABLE 21.08-2: REQUIRED IMPROVEMENTS BY IMPROVEMENT AREA | ||
|---|---|---|
R = Improvement Required | ||
Improvement | Class A | Class B |
Paved Interior Streets | R | |
Strip-Paved Access and Peripheral Streets | R | R |
Strip-Paved Interior Streets | R | |
Curbs and Gutters | R | |
Sidewalks | R | |
Walkways | R | R |
Street Lighting | R | |
Traffic Control Devices | R | R |
Monuments | R | R |
Drainage | R | R |
Telephone & Electrical Facilities | R | R |
Water Supply Facilities | R | |
Sanitary Sewer Facilities | R | |
Landscaping | R | R |
TABLE 21.08-3: PAVED RESIDENTIAL STREETS, MINIMUM STANDARDS | ||||||||
|---|---|---|---|---|---|---|---|---|
A.D.T.2 | Street Section1 (feet) | Number of Lanes | Design Speed3 (mph)4 | Right-of-Way (feet) | Spillover Parking5 | Application | ||
Standard | Optional | Moving | Parking | |||||
0—75 Residential minor | 31 | 2 | 1 | 20 | 60 | No | Culs-de-sac, low-volume residential streets | |
24 | 2 | 0 | 20 | 60 | Yes | |||
76—300 Residential minor | 31 | 2 | 1 | 25 | 60 | No | Residential minor streets, culs-de-sac and small loops | |
24 | 2 | 0 | 25 | 60 | Yes | |||
301—600 Residential minor | 33 | 2 | 2 | 25 | 60 | No | Residential minor streets, loop streets, high-volume culs-de-sac | |
24 | 2 | 0 | 25 | 60 | Yes | |||
601—1,000 Residential major | 33 | 2 | 2 | 25 | 60 | No | Residential major streets, loop streets and high-volume culs-de-sac | |
28 | 2 | 1 | 25 | 60 | Yes | |||
1,001—2,000 | 38 | 24 | 2 | 0 | 25 | 60 | Yes | Residential limited access |
2 | 2 | 30 | 60 | No | Residential subconnector | |||
38 | 36 | 0 | 30 | 60 | Yes | No on-street parking permitted | ||
Notes: |
|---|
1 Street dimensions are from back of curb. |
2 See § 21.08.050D.1.b, Determination of Average Daily Trips. |
3 Horizontal curve design of residential streets requires best judgment of planners and engineers in addition to design analysis. |
4 Design speed (not posted speed) for vertical and horizontal curves. |
5 Spillover parking; homeowners' association required. See § 21.08.050E below. |
6 Center turning lane required. |
TABLE 21.08-4: STRIP-PAVED STREETS, MINIMUM STANDARDS | ||||
|---|---|---|---|---|
A.D.T. | Street Section7, 9 (feet) | Design Speed8 (mph) | Right-of-Way (feet) | Application |
0—500 | 20 | 20 | 50 | Residential loop streets, rural peripheral/access roads |
501—1,000 | 24 | 25 | 50 | Residential loop streets, urban peripheral/access roads |
1,001—2,000 | 24 | 25 | 60 | Major residential streets |
Notes: |
|---|
7 Dimensions are from edge of pavement. |
8 Design speed (not posted speed) for horizontal and vertical curves. |
9 Street sections require two-foot shoulders with ten-and 12-foot driving lanes, respectively. |
TABLE 21.08-5: CLASS A COMMERCIAL AND INDUSTRIAL STREETS, MINIMUM STANDARDS | |||||
|---|---|---|---|---|---|
Street Section10 (feet) | Number of Lanes | Design Speed11 (mph) | Right-of-Way (feet) | Application | |
Moving | Parking | ||||
33 | 2 | 0 | 30 | 60 | No on-street parking |
40 | 2 | 212 | 30 | 60 | Commercial/industrial streets |
47 | 3(1TL) | 0 | 35 | 60 | Major commercial/industrial streets; no on-street parking permitted; parking shall be provided off-street; turning movements when traffic warrants |
Notes: |
|---|
10 Street dimensions are from back of curb. |
11 Design speed (not posted speed) for vertical and horizontal curves. |
12 Parking may be provided off-street when a planter strip is used. |
TABLE 21.08-6: ADDITIONAL SPILLOVER PARKING SPACES REQUIRED FOR EACH LOT FRONTING ON AN OPTIONAL RESIDENTIAL INTERIOR STREET WITHOUT ON-STREET PARKING | |
|---|---|
Residential Use | Number of Spaces Per Unit |
Dwelling, single-family detached | 1.0 |
Dwelling, single-family attached or two-family | 0.5 |
Dwelling, multifamily, or townhouse | 0.25 managed guest spaces per multifamily dwelling with single-family or two-family style construction 0.15 managed guest spaces per townhouse dwelling or multifamily dwelling with townhouse-style construction 0.10 managed guest spaces per other multifamily dwelling |
TABLE 21.08-7: MINIMUM SIDEWALK, WALKWAY, AND TRAIL IMPROVEMENTS | ||||
|---|---|---|---|---|
Type of material | Minimum width | Separation from curb | Right-of-way | Notes |
Sidewalks | ||||
4″ PCC | 5 | 0 | N/A | As a general rule, sidewalks should only be attached to the curb where on-street parking is allowed. |
4″ PCC | 5 | 7 | N/A | |
Pavers | 5 | 0 or 7 | N/A | Decorative concrete or brick pavers |
Walkways | ||||
4″ PCC | 5 | N/A | Walkways through commercial developments as required by §§ 21.07.060 and 21.07.090 are generally not located in easements | |
4″ PCC | 5 | 10″ | Not recommended where peat is surcharged | |
1½″ AC | 5 | 10″ | Generally used for improved walkways creating through-block connections; between cul-de-sac bulbs; connecting to parks, trails, other open space | |
Gravel | 5 | 10″ | May be used in class B improvement areas | |
Unimproved | 10″ | |||
Pathways | ||||
1½″ AC | 6 | 7 | ||
Trails | ||||
1½″ AC | See Trails Plan | 7 | ||
Gravel | 7 | For class B improvement areas or nature trails | ||
Unimproved | Generally for existing historical trails or trails through parks and open space | |||
TABLE 21.08-8: PERCENT FOR OVERRUN ALLOWANCE | |
|---|---|
Total Estimated Cost of Improvements | Percent for Overrun Allowance |
$0.00—$500,000.00 | 20% |
$500,000.01—$1,000,000.00 | 15% |
More than $1,000,000.00 | 10% |
TABLE 21.08-9: PERCENT TO SECURE WARRANTY | |
|---|---|
Total Construction Cost | Percent to Secure Warranty |
$0.00—$500,000.00 | 10% |
$500,000,01—$1,000,000.00 | 7½% |
More than $1,000,000.00 | 5% |
TABLE 21.08-10: MAXIMUM DENSITY FOR CLUSTER HOUSING SUBDIVISIONS | ||
|---|---|---|
Zoning District | Dwelling Units Per Acre | Minimum Site Area (acres)13 |
R-1 | 5.0 | 2.5 |
R-1A | 5.0 | 2.5 |
R-2A | 10.0 | 1.5 |
R-2D | 16.0 | 1.5 |
R-2M | 19.0 | 1.5 |
R-3 | 20.0 | 1.0 |
R-4 | 24.0 | 1.0 |
R-4A | 35.0 | 1.0 |
R-5 | 5.0 | 2.5 |
R-6 | 0.8 | 5.0 |
R-7 | 2.0 | 5.0 |
R-8 | 0.2 | 10.0 |
R-9 | 0.4 | 5.0 |
R-10 | See § 21.04.020O.2 | 10.0 |
TA | As provided in the Turnagain Arm Comprehensive Plan | 5.0 |
GR districts | As determined by the Platting Board | 5.0 |
Note: |
|---|
13 The minimum site area may be reduced by up to 5 percent to account for irregular lots or difficult sites. |
TABLE 21.08-11 MIX OF HOUSING MODELS FOR NARROW LOT HOUSING | |
|---|---|
Number of units | Number of different models required |
3—6 | 2 |
7—12 | 3 |
See § 21.07.110E.2 for how to determine a mix of housing models. | |