A. General requirements.
1. Compliance. The subdivider shall construct and install improvements in accordance with this section, the design standards in Section
21.08.030, and the Design Criteria Manual and Municipality of Anchorage Standard Specifications. In the event of a conflict between the design standards in this chapter, the Design Criteria Manual, and the Municipality of Anchorage Standard Specifications, the design standards in this chapter shall control.
2. Minimum standards. The improvement standards in this section are minimum standards. The platting authority may require additional or more extensive improvements when it finds they are necessary to conform a proposed subdivision to the standards of Section
21.08.030, or the subdivider may provide such additional or more extensive improvements.
3. Eligibility for warranty.
a. All improvements required under this section shall be constructed under a subdivision agreement as provided in Section
21.08.060, Subdivision Agreements. Lots in subdivisions shall not be eligible for conditional certificates of zoning compliance or certificates of zoning compliance until the subdivision improvements included in this section have been accepted for warranty by the municipality.
b. Projects may be placed on warranty in the autumn season without landscaping and/or permanent erosion control provided that:
i. All other improvements are accepted for warranty;
ii. Temporary erosion control is maintained throughout the winter;
iii. The warranty guarantee plus a performance guarantee for landscaping is provided;
iv. The subdivider/developer meets all of the criteria to go on warranty; and
v. A separate warranty period is provided for the landscaping/permanent erosion control.
4. Engineer registered in the State of Alaska.
a. The subdivider shall have construction plans for the improvements required under this section prepared by an engineer registered in the State of Alaska, in accordance with the requirements of the municipal engineer.
b. The engineer shall maintain in good standing professional liability insurance in the amount of $1,000,000.00 during the term of the agreement. Policies written on a "claims-made" basis shall have a two year tail of coverage from the completion of the subdivision agreement term. The required insurance policy shall provide for no less than 30 days advance notice to the municipality prior to cancellation.
B. Improvement areas defined. For the purpose of this section, the municipality is divided into two distinct improvement areas. The class A improvement area includes areas of more dense population and/or intensive development, and thus requires a more urbanized level of improvements. The class B improvement area includes areas that are less densely populated and/or intensely developed, and thus requires a less urbanized level of improvements. The zoning districts associated with each improvement area are listed in the table below. See sections
21.09.020B.2 and
21.10.080A for Girdwood and Chugiak-Eagle River improvement areas.
TABLE 21.08-1: IMPROVEMENT AREAS DEFINED |
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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. |
C. Improvement requirements by improvement area.
1. The subdivider or developer shall construct and install the required improvements prescribed by this section for the improvement area where the subdivision is located in accordance with the table below:
TABLE 21.08-2: REQUIRED IMPROVEMENTS BY IMPROVEMENT AREA |
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R = Improvement Required |
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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 |
2. Notwithstanding subsection
C.1 above, improvements in the Hillside District Plan area shall comply with Table 4.5 of the Hillside District Plan (page 4-16). In the case of any conflict between the standards of this Section
21.08.050 and Table 4.5 of the Hillside District Plan, the plan shall govern.
D. Interior streets.
1. Residential interior streets.
a. Categories. There are two categories of residential interior streets:
i. Residential minor streets. Residential minor streets have the sole purpose of providing frontage for service and access to individual lots. These streets carry only traffic having either an origin or a destination on the street itself, and include cul-de-sacs or small loops carrying 500 average daily trips.
ii. Residential major streets. Residential major streets are access streets that provide frontage for service and access to individual lots and may carry a small amount of through traffic from tributary residential minor streets. Residential major streets carry from 500 to 2,000 average daily trips. Lot frontage on residential major streets with average daily trips in excess of 1,000 should be restricted.
b. Determination of average daily trips. For the purpose of classifying and designing residential streets, the average daily trips carried by a street shall be determined by applying trip rates from the most current Institute of Transportation Engineers Trip Generation Manual or other acceptable estimates approved by the traffic engineer.
c. Improvement design. Interior residential streets, except as provided in section
21.08.050E, shall be improved in accordance with Table 21.08-3 and Table 21.08-4.
TABLE 21.08-3: PAVED RESIDENTIAL STREETS, MINIMUM STANDARDS |
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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: |
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1 Street dimensions are from back of curb. |
|
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 |
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A.D.T. | Street Section7, 9 (feet) | Design Speed8 (mph) | Right-of-Way (feet) | Application |
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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. |
2. Commercial and industrial interior streets. Commercial and industrial interior streets shall be improved in accordance with table 21.08-5 below:
TABLE 21.08-5: CLASS A COMMERCIAL AND INDUSTRIAL STREETS, MINIMUM STANDARDS |
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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. |
E. Optional residential interior streets.
1. Residential interior streets shall provide for on-street parking unless the platting authority finds it is practical to substitute spillover parking for on-street parking in accordance with subsection
E.2 below. If the platting authority so finds, residential interior streets may be improved in accordance with this section and Table 21.08-3.
2. The platting authority may find that it is practical to substitute spillover parking for on-street parking only in residential subdivisions containing at least five acres or 25 dwelling units with a homeowners' association that is responsible for operating and maintaining spillover parking facilities.
3. Spillover parking substituted for on-street parking shall conform to the design standards in Section
21.07.090, Off-Street Parking and Loading, shall be a designated common area owned and administered by the homeowners' association, and shall not be located within an individually owned lot or tract. The design of spillover parking lots shall be approved by the traffic engineer. The spillover parking lot shall be shown on the plat, and a plat note shall be provided limiting the use of that area to spillover parking. Spillover parking lots shall not be counted toward required open space requirements. Spillover parking spaces shall be provided for each lot fronting on a street without on-street parking under the following formula, using the maximum residential density permitted for the lot by its zoning district.
TABLE 21.08-6: ADDITIONAL SPILLOVER PARKING SPACES REQUIRED FOR EACH LOT FRONTING ON AN OPTIONAL RESIDENTIAL INTERIOR STREET WITHOUT ON-STREET PARKING |
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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 |
F. Access streets, peripheral streets, and half streets.
1. Access streets. The platting authority may require access streets when it finds that they are necessary for the efficient flow of traffic or for emergency vehicle access. The platting authority shall determine the length of the access street that the subdivider shall improve. Access streets shall be improved in accordance with Table 21.08-4.
2. Peripheral streets.
a. The platting authority may require the improvement of peripheral streets when it finds that they are necessary for the efficient flow of traffic or for emergency vehicle access.
b. Peripheral streets whose improvement is required under this subsection shall be improved in accordance with Table 21.08-4, provided that peripheral streets used for access to individual lots shall be improved in accordance with Tables 21.08-3 and 21.08-5.
3. Half streets. The municipal engineer or the platting authority may require the improvement of an access street or a peripheral street to a half street standard in the urban area in accordance with the half-street standards in the Design Criteria Manual, if underground utilities will be installed before street construction, or if no utilities are anticipated under the street section.
G. Curbs and Gutters. Where required, the subdivider shall construct curbs and gutters in accordance with the Design Criteria Manual and Municipality of Anchorage Standard Specifications (MASS), or, in the case of a state-maintained road, the current standard specifications of the state department of transportation and public facilities. Curbs shall be of the MASS Curb Type 1.
1. Exceptions.
a. Curb and gutter within the arc of a residential scale cul-de-sac may be of the rolled curb variety, as identified in the MASS (Curb Type 2).
b. MASS Curb Type 2 (rolled curb) may be provided for residential minor streets as defined in section
21.08.050D.1.a.i, and existing subdivisions without sidewalks per Section
21.08.050H; unless the portion of the street and the side for this exception is on, or expected to be on, a preferred route for safe routes to schools as determined by the traffic department.
H. Pedestrian facilities.
1. Sidewalks.
a. Sidewalks are required as determined by the transportation and connectivity standards in Section
21.07.060.
b. Sidewalks shall be improved in accordance with Table 21.08-7 below.
c. Sidewalks at bus stops shall comply with the specifications of the Design Criteria Manual.
2. Walkways.
a. Walkways are required as determined by the transportation and connectivity standards in Section
21.07.060.
b. Walkways shall be improved in accordance with Table 21.08-7 below, as determined by the platting authority.
c. Walkways in dedicated pedestrian easements may be improved or unimproved, as determined by the platting authority.
3. Pathways.
a. Pathways shall be located and constructed as determined by the Anchorage Non-Motorized Transportation Plan: Pedestrian Plan, the Anchorage Non-Motorized Transportation Plan: Bicycle Plan, and other adopted municipal plans.
b. Where a pathway and a sidewalk are co-located, the facility shall be constructed according to the specifications for a pathway.
4. Trails. Trails shall be located and constructed as determined by the Areawide Trails Plan and other adopted municipal plans.
TABLE 21.08-7: MINIMUM SIDEWALK, WALKWAY, AND TRAIL IMPROVEMENTS |
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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 |
I. Street lighting.
1. Street lighting apparatus shall meet municipal standards for materials and design and be provided with underground power. The location of the streetlight poles shall be approved by the traffic engineer and shall comply with standards contained in the Design Criteria Manual.
2. Street lighting constructed for collector streets located in rural zones defined as class B improvement areas in Table 21.08-1 shall be non-continuous and shall provide the collector (low) level lighting specified in Table 5.1 of the Design Criteria Manual at intersections. Lighting may also be considered on a case-by-case basis, when necessitated by specific safety issues, in the following areas: (1) crosswalks in established school zones; (2) public access approaches to schools and emergency services stations; (3) designated at-grade crossings of separated pathways; (4) non-motorized underpass tubes and tunnels; (5) left turn storage bays if using raised or flush medians; and (6) areas where crash rates exceed statewide averages and the night-to-day crash ratio is 2:1 or greater. For the purpose of this rural lighting standard, a driveway is not an intersection.
J. Traffic control devices. Traffic and street name signs and traffic signals shall be installed in accordance with the requirements of the traffic engineer and the Alaska Traffic Manual, per the requirements of AS
28.01.010.
K. Monuments. Monuments and lot corner markers for determining the boundaries of subdivisions and lot corners shall be set by a professional registered land surveyor licensed by the state of Alaska. Survey monumentation shall conform to such additional standards as the municipal surveyor may establish by regulation under AMC Chapter
3.40.
L. Drainage system. A drainage system approved by the municipal engineer, including necessary storm drainage facilities, drain inlets, subdrains, footing drain stub-outs, manholes, culverts, bridges and other appurtenances, shall be installed. The design of the drainage system shall provide for the preservation of designated high-quality wetlands critical to water table levels and wildlife habitat within and surrounding the subdivision, shall protect the water quality and the re-charge of groundwater and surface watercourses, and shall comply with the following standards:
1. No surface water drainage from the subdivision shall empty into a sanitary sewer; or directly, without treatment and energy dissipation, into a creek or stream channel.
2. The size, design, and construction of drainage structures shall conform to the Design Criteria Manual.
3. Where a subdivision is traversed by a watercourse, drainage way, channel, or stream, a storm water or drainage easement shall be provided that substantially conforms with the lines of such watercourse, plus additional width that is adequate and necessary to convey expected storm flows and/or storm water drainage facilities. Streets paralleling such easement may be required in connection therewith. Lakes, ponds, creeks, and similar areas will be accepted for maintenance by the municipality only if sufficient land is dedicated as a public recreation area or park or if such area constitutes a necessary part of the storm water drainage control system.
4. The municipality shall accept no responsibility to maintain any storm drainage structures, except for those lying within a municipal right-of-way, traversing municipally owned property, authorized by permit on state or federal land, or constructed in a publicly dedicated drainage easement of sufficient width to allow access.
5. The drainage system shall comply with the standards set forth in Section
21.07.040, Drainage, Erosion and Sediment Control, Storm Water Runoff, and Prohibited Discharges.
6. Unless waived by the municipal engineer, footing drain stub-outs shall be provided for each lot where there is a storm drain system.
M. Telecommunication and electric facilities.
1. All new telecommunication and electric lines shall be installed in accordance with the specifications of the municipality and the utility providing the service.
2. All new telecommunication and electric utility distribution lines, as defined in Chapter
21.15, shall be placed underground:
a. As required by Section
21.07.050, Utility Distribution Facilities; and
b. As required by the platting authority in areas with patterns of development similar to those where Section
21.07.050 requires that utility distribution lines be placed underground.
N. Water supply facilities.
1. Access to public water system.
a. If the platting authority requires that a subdivision be served by a public water system, the subdivider shall install the system in accordance with the requirements of the state department of environmental conservation and the most current edition of the Design Criteria for Sanitary Sewer and Water Improvements of the municipal water and wastewater utility.
b. Where connection to public water supply systems is required, such systems shall be dedicated to the municipality for operation and maintenance, thus allowing for the orderly expansion of the municipality, its water systems, and fire protection services that protect the health and property of the citizens of the municipality.
2. No access to public water system.
a. If the subdivision has no access to a public water system, the platting authority shall require either wells on individual lots or a water system for the common use of the lots in the subdivision, if site conditions require such a system.
b. If wells on individual lots are authorized, the subdivider need not install water supply facilities. A well serving an individual lot shall conform to the requirements of the municipal on-site water and wastewater program. A common water system serving a portion of the subdivision shall not preclude individual wells for the remaining lots.
c. If a common system is required, the subdivider shall install the system in accordance with the requirements of the state department of environmental conservation and the specifications of the municipal water and wastewater utility.
O. Sanitary sewer facilities.
1. Access to public sewer system.
a. If the platting authority or provisions of law require that a subdivision be served by a public sewer system, the subdivider shall install the system in accordance with the requirements of the state department of environmental conservation and the most current edition of the Design Criteria for Sanitary Sewer and Water Improvements of the municipal water and wastewater utility.
b. Where connection to public sanitary sewer systems is required, such systems shall be dedicated to the municipality for operation and maintenance, thus allowing for the orderly expansion of the municipality and its sanitary sewer system, which protects the health of the citizens of the municipality.
2. No access to public sewer system.
a. If the subdivision has no access to a public sewer system, the platting authority shall require either a sewer system for the common use of the lots, or sewage disposal systems serving individual lots, whichever is more suitable.
b. If site conditions require a sewer system for the common use of lots in the subdivision, the subdivider shall install such system in conformance with the requirements of the state department of environmental conservation and the municipal water and wastewater utility.
c. If the platting authority authorizes sewage disposal systems serving individual lots, the subdivider need not install sewer facilities. In such case, the minimum lot size requirements of AMC Title
15 shall apply. The systems shall conform to the requirements of the municipal on-site water and wastewater program.
P. Natural gas facilities. All new natural gas facilities installed pursuant to this section shall be installed in accordance with the standard specifications of the municipality and the utility providing the service.
Q. Erosion and sedimentation control. All grading, excavating, and removal or destruction of natural topsoil, trees, or other natural vegetation shall conform to an erosion and sedimentation control plan prepared by the subdivider and approved by the department of public works before the work may commence. The plan shall conform to the requirements of Section
21.07.040, Drainage, Erosion and Sediment Control, Storm Water Runoff, and Prohibited Discharges, as well as municipal guidelines and policies contained in the Soil Erosion and Sediment Control Manual, and any other applicable guidelines and policies approved by the department of public works.
R. Landscaping. The subdivider shall be responsible for the provision of landscaping required under Section
21.07.080, Landscaping, Screening, and Fences, except the tree provisions of section 21.07.080F.8, and it shall be installed by the subdivider or guaranteed under the provisions of section
21.08.060E.
S. Soil cleanup standards. Any soil contamination regulated by the State of Alaska Department of Environmental Conservation (DEC) or its successor shall be cleaned up in accordance with the applicable standards promulgated and utilized by the DEC. Any cleanup required under this section shall be approved by DEC. In subdivision plat areas for dedication, the municipality:
1. Shall not require clean up to any greater extent than the standards set forth in this section; and
2. May accept dedication of lands that are subject to institutional controls.
(AO 2012-124(S), 2-26-2013; AO 2013-117, 12-3-2013; AO No. 2013-89(S-1), § 1, 10-22-2013; AO No. 2016-131, § 3, 11-15-2016; AO No. 2017-176, § 11, 1-9-2018; AO No. 2020-38, § 9, 5-28-2020; AO No. 2021-71(S-1), § 1, 3-22-2022; AO No. 2021-74(S), § 1, 5-10-2022; AO No. 2024-24, § 6, 4-23-2024)