25 GENERAL PROVISIONS AND EXCEPTIONS
If a conditional use permit or other approval is required by the planning commission or the city council, the review of the design shall be subsequent to other permit considerations and may occur at the same meeting, subject to fulfillment of public notification requirements. Otherwise the procedure for submittal and consideration of the application shall be the same as for a use permit as provided in Chapter 18.30. |
Where view considerations are involved, the applicant is encouraged to contact property owners within 100 feet and show them the layout and profile of the proposed structure. The commission shall not approve or conditionally approve any application unless it finds that all of the applicable criteria have been considered and the minimum adjustments required to achieve the objectives applicable to the area where the development is located. |
If found to be necessary to conform to the development standards contained in this chapter or any other applicable policy or standard of the certified LCP the proposed development shall be modified, by special condition, relative to height, size, design, or location on the site and may be required to incorporate landscaping or other methods to avoid or minimize the adverse scenic impacts of the proposed development. |
If special conditions of approval are required in order to bring the project into conformance with the certified LCP, the findings shall explain how the special condition(s) alleviate or mitigate the adverse effects which have been identified. |
Mitigation shall not be permitted to substitute for implementation of a feasible project alternative that would lessen or avoid impacts to scenic and visual resources. |
695 Arena Cove | Captain's House |
785 Arena Cove | Wharfmaster's House |
Arena Cove | Life-saving Station Boathouse |
Arena Cove | Corrugated Shed |
Arena Cove | Coast Guard Garage |
Arena Cove | Captains Garage |
Arena Cove | Water Tanks |
Arena Cove | Flagpole |
165 Main Street | Standard Oil Station (vacant) |
170 Main Street | Point Arena Garage |
183 Main Street | IOOF Hall |
185 Main Street | Feed Barn |
190 Main Street | Point Arena Hotel Garage |
195 Main Street | Pedretti Building, Cypress Realty |
200 Main Street | Bank of P. A., B of A, Westamerica |
205 Main Street | Garcia Center, Sweet Licks |
207 Main Street | Arena Press Print Shop |
211 Main Street | Everything Under the Sun |
213 Main Street | Cypress Realty (vacant) |
214 Main Street | Arena Theater |
215 Main Street | P.A. Post Office, Travel Center |
225 Main Street | P.A. Mercantile Co., Gillmore's |
235 Main Street | Point Arena Market, Arena Pharmacy |
240 Main Street | Texaco Station, Arena Feed & Seed, Casual Cuts, Laundromat |
245 Main Street | Ancient Order of Foresters Hall |
265 Main Street | P.A. Record Building, Bookends |
40 Iverson Avenue | Iverson House |
200 Lake Street | Point Arena High School |
105 Main Street | Italian Hotel, Kentucky Forge Works |
284 Main Street | Annie Palmer House, Community Art |
365 Main Street | Legrand Morse House, R. Mari |
40 Mill Street | E.P. Gillmore, J.H. Halliday House |
50 Mill Street | Sid Groshon, Bill Walsh House |
10 Riverside Drive | Hoyt/Scott House |
40 School Street | St. Paul's Methodist Church & Parsonage |
10 Scott Place | Billy Ketchum House, Larksong |
The burden shall be upon the applicant to demonstrate to the planning commission the grounds upon which the applicant bases the application for variance. |
For the purpose of this section, the long-term average bluff retreat rate shall be determined by the examination of historic records, surveys, aerial photographs, published or unpublished studies, or other evidence that unequivocally show the location of the bluff edge, as defined in Chapter 18.10, through time. The long-term bluff retreat rate is an historic average that accounts both for periods of exceptionally high bluff retreat, such as during extreme storm events, and for long periods of relatively little or no bluff retreat. Accordingly, the time span used to calculate a site-specific long-term bluff retreat rate shall be as long as possible, but in no case less than 50 years. Further, the time interval examined shall include the strong El Niño winters of 1982-1983, and 1997-1998. |
The buffer area shall be measured from the nearest outside edge of the ESHA. For a wetland the buffer shall be measured from the upland edge of the wetland. For riparian areas, the buffer shall be measured from the outer edge of the canopy of riparian vegetation. Where riparian vegetation is not present, the buffer shall be measured from the outer edge of the bank of the subject stream. For coastal bluff ESHA, the buffer shall be measured from the bluff edge (as defined in Appendix A). For plant community ESHAs, the buffer shall be measured from the outer edge of the plants that comprise the plant community. For Point Arena mountain beaver ESHA, see Section 18.25.240 for development guidelines and buffer policies. | ||
New subdivisions or boundary line adjustments shall not be allowed which will create or provide for new parcels entirely within a buffer area. | ||
Pre-existing buildings and nonconforming uses within riparian buffer zones may continue as legally nonconforming, but no additions that encroach closer to the stream or creek within said corridor buffer zone shall be permitted, with the following exceptions contingent upon the four required findings described below: | ||
(1) | Accessory structures located at the city's waste water reclamation facility situated entirely within the developed fenced area subject to a coastal development permit consistent with all other applicable provisions of the certified LCP. | |
(2) | Required Findings. | |
(a) | The proposed development has been sited and designed to prevent significant impacts to the habitat values, functional capacity, and species diversity of the adjacent riparian habitat area; and | |
(b) | The proposed development is compatible with the continuance of such habitat areas; | |
(c) | Soils and vegetation removal and disturbances shall be minimized; | |
(d) | Nonnative vegetation shall not be planted except for the continuance of existing agricultural practices. | |
Single-family and two-family dwellings located in a residential district | Two spaces per dwelling unit |
Multifamily dwellings with two or fewer bedrooms located in a residential district | One and one-half spaces per dwelling unit |
Multifamily dwellings with three or more bedrooms located in a residential district | Two spaces per dwelling unit |
Single- or multiple-family dwellings as a secondary use located in a commercial district | One space per dwelling unit |
Small establishments in existing and new buildings. Any use with a floor area less than 600 square feet and located in a building with not more than one other use of less than 600 square feet | No spaces |
Theaters, churches, lodges, clubs, auditoriums, and other public assembly uses | One space per every six seats |
Bowling alleys and pool halls | Four spaces for each lane; two spaces for each billiard table |
Hotels, motels, inns, rooming houses located in a nonresidential district | One space per every one and one-half sleeping units |
Hotels, motels, inns, rooming houses located in a residential district | One space per sleeping unit, plus one space per every three employees |
Hospitals | Two spaces per bed |
Extended care facilities | One space per two and one- half beds |
Medical offices | One space per 200 square feet of floor area |
All professional service/general business offices (including banks) | One space per 300 square feet of floor area |
Restaurants, bars, retail sales, personal services, and all other commercial, public and quasi-public uses not listed | One space per 400 square feet of floor area |
Commercial (work) space as part of a "live-work" space located in a residential district | One space per for each live-work unit, in addition to the required residential spaces |
Nursery and elementary schools | One space per each classroom and office, plus 10 spaces for visitor parking |
High schools | One for every three students, plus one for every two teachers, and one for each other employee |
Angle | Stall Width | Stall Length | Aisle Width | |
|---|---|---|---|---|
One-way | Two-way | |||
Parallel | 8′6″ | 23′ | 12′ | 20′ |
30 degree 8′6″ | 16′10″ | 11′ | 20′ | |
45 degree 8′6″ | 19′5″ | 13′6″ | 20′ | |
60 degree 8′6″ | 20′8″ | 18′6″ | 20′ | |
Perpendicular 8′6″ | 19′ | 25′ | 20′ | |
![]() Figure 1 GUIDE TO DIMENSIONAL REQUIREMENTS |
Angle | Stall Width | Stall Length |
|---|---|---|
Parallel | 7′ | 20′ |
45 degree | 7′6″ | 16′ |
60 degree | 7′6″ | 17′ |
Perpendicular | 7′6″ | 16′ |
The applicant for a development of special concern shall be required to submit a post-construction water quality management plan (WQMP) evaluating whether the development's site design and source control measures would adequately minimize post-construction impacts to water quality, or whether structural treatment control BMPs are also necessary. The WQMP shall specify the treatment control BMPs to be implemented, and shall also include the operation and maintenance plans for these BMPs. The water quality management plan shall be certified by a California-registered civil engineer, and approved by the city. | |
The following information shall be included in a WQMP: | |
(a) | Site design, source control, and treatment control BMPs that will be implemented to minimize post-construction water quality impacts; |
(b) | All of the information required in subsection (1) for the site design and source control plan; |
(c) | Pre-development peak runoff rate and average runoff volume from the site; |
(d) | Expected post-development peak runoff rate and average runoff volume from the site, with all proposed nonstructural and structural BMPs in place; |
(e) | Measures to infiltrate or treat runoff from impervious surfaces (including roads, driveways, parking structures, building pads, roofs, and patios) on the parcel, and to discharge the runoff in a manner that avoids potential adverse impacts. Such measures may include, but are not limited to, structural treatment control BMPs including biofilters, grassy swales, on-site de-silting basins, detention ponds, or dry wells; |
(f) | A description of how the BMPs (or suites of BMPs) have been designed to infiltrate and/or treat the amount of stormwater runoff produced by all storms up to and including the 85th percentile, 24-hour storm event for volume-based BMPs, and/or the 85th percentile, one-hour storm event (with an appropriate safety factor of 2 or greater) for flow-based BMPs; |
(g) | Appropriate structural treatment control BMPs selected to remove the specific runoff pollutants generated by the development, using processes such as gravity settling, filtration, biological uptake, media adsorption, or any other physical, chemical, or biological process; |
(h) | A long-term plan and schedule for the monitoring and maintenance of all structural treatment control BMPs. All structural BMPs shall be inspected, cleaned, and repaired as necessary to ensure their effective operation for the life of the development. Owners of these devices shall be responsible for ensuring that they continue to function properly, and additional inspections should occur after storms as needed throughout the rainy season. Repairs, modifications, or installation of additional BMPs, as needed, shall be carried out prior to the next rainy season. |
25 GENERAL PROVISIONS AND EXCEPTIONS
If a conditional use permit or other approval is required by the planning commission or the city council, the review of the design shall be subsequent to other permit considerations and may occur at the same meeting, subject to fulfillment of public notification requirements. Otherwise the procedure for submittal and consideration of the application shall be the same as for a use permit as provided in Chapter 18.30. |
Where view considerations are involved, the applicant is encouraged to contact property owners within 100 feet and show them the layout and profile of the proposed structure. The commission shall not approve or conditionally approve any application unless it finds that all of the applicable criteria have been considered and the minimum adjustments required to achieve the objectives applicable to the area where the development is located. |
If found to be necessary to conform to the development standards contained in this chapter or any other applicable policy or standard of the certified LCP the proposed development shall be modified, by special condition, relative to height, size, design, or location on the site and may be required to incorporate landscaping or other methods to avoid or minimize the adverse scenic impacts of the proposed development. |
If special conditions of approval are required in order to bring the project into conformance with the certified LCP, the findings shall explain how the special condition(s) alleviate or mitigate the adverse effects which have been identified. |
Mitigation shall not be permitted to substitute for implementation of a feasible project alternative that would lessen or avoid impacts to scenic and visual resources. |
695 Arena Cove | Captain's House |
785 Arena Cove | Wharfmaster's House |
Arena Cove | Life-saving Station Boathouse |
Arena Cove | Corrugated Shed |
Arena Cove | Coast Guard Garage |
Arena Cove | Captains Garage |
Arena Cove | Water Tanks |
Arena Cove | Flagpole |
165 Main Street | Standard Oil Station (vacant) |
170 Main Street | Point Arena Garage |
183 Main Street | IOOF Hall |
185 Main Street | Feed Barn |
190 Main Street | Point Arena Hotel Garage |
195 Main Street | Pedretti Building, Cypress Realty |
200 Main Street | Bank of P. A., B of A, Westamerica |
205 Main Street | Garcia Center, Sweet Licks |
207 Main Street | Arena Press Print Shop |
211 Main Street | Everything Under the Sun |
213 Main Street | Cypress Realty (vacant) |
214 Main Street | Arena Theater |
215 Main Street | P.A. Post Office, Travel Center |
225 Main Street | P.A. Mercantile Co., Gillmore's |
235 Main Street | Point Arena Market, Arena Pharmacy |
240 Main Street | Texaco Station, Arena Feed & Seed, Casual Cuts, Laundromat |
245 Main Street | Ancient Order of Foresters Hall |
265 Main Street | P.A. Record Building, Bookends |
40 Iverson Avenue | Iverson House |
200 Lake Street | Point Arena High School |
105 Main Street | Italian Hotel, Kentucky Forge Works |
284 Main Street | Annie Palmer House, Community Art |
365 Main Street | Legrand Morse House, R. Mari |
40 Mill Street | E.P. Gillmore, J.H. Halliday House |
50 Mill Street | Sid Groshon, Bill Walsh House |
10 Riverside Drive | Hoyt/Scott House |
40 School Street | St. Paul's Methodist Church & Parsonage |
10 Scott Place | Billy Ketchum House, Larksong |
The burden shall be upon the applicant to demonstrate to the planning commission the grounds upon which the applicant bases the application for variance. |
For the purpose of this section, the long-term average bluff retreat rate shall be determined by the examination of historic records, surveys, aerial photographs, published or unpublished studies, or other evidence that unequivocally show the location of the bluff edge, as defined in Chapter 18.10, through time. The long-term bluff retreat rate is an historic average that accounts both for periods of exceptionally high bluff retreat, such as during extreme storm events, and for long periods of relatively little or no bluff retreat. Accordingly, the time span used to calculate a site-specific long-term bluff retreat rate shall be as long as possible, but in no case less than 50 years. Further, the time interval examined shall include the strong El Niño winters of 1982-1983, and 1997-1998. |
The buffer area shall be measured from the nearest outside edge of the ESHA. For a wetland the buffer shall be measured from the upland edge of the wetland. For riparian areas, the buffer shall be measured from the outer edge of the canopy of riparian vegetation. Where riparian vegetation is not present, the buffer shall be measured from the outer edge of the bank of the subject stream. For coastal bluff ESHA, the buffer shall be measured from the bluff edge (as defined in Appendix A). For plant community ESHAs, the buffer shall be measured from the outer edge of the plants that comprise the plant community. For Point Arena mountain beaver ESHA, see Section 18.25.240 for development guidelines and buffer policies. | ||
New subdivisions or boundary line adjustments shall not be allowed which will create or provide for new parcels entirely within a buffer area. | ||
Pre-existing buildings and nonconforming uses within riparian buffer zones may continue as legally nonconforming, but no additions that encroach closer to the stream or creek within said corridor buffer zone shall be permitted, with the following exceptions contingent upon the four required findings described below: | ||
(1) | Accessory structures located at the city's waste water reclamation facility situated entirely within the developed fenced area subject to a coastal development permit consistent with all other applicable provisions of the certified LCP. | |
(2) | Required Findings. | |
(a) | The proposed development has been sited and designed to prevent significant impacts to the habitat values, functional capacity, and species diversity of the adjacent riparian habitat area; and | |
(b) | The proposed development is compatible with the continuance of such habitat areas; | |
(c) | Soils and vegetation removal and disturbances shall be minimized; | |
(d) | Nonnative vegetation shall not be planted except for the continuance of existing agricultural practices. | |
Single-family and two-family dwellings located in a residential district | Two spaces per dwelling unit |
Multifamily dwellings with two or fewer bedrooms located in a residential district | One and one-half spaces per dwelling unit |
Multifamily dwellings with three or more bedrooms located in a residential district | Two spaces per dwelling unit |
Single- or multiple-family dwellings as a secondary use located in a commercial district | One space per dwelling unit |
Small establishments in existing and new buildings. Any use with a floor area less than 600 square feet and located in a building with not more than one other use of less than 600 square feet | No spaces |
Theaters, churches, lodges, clubs, auditoriums, and other public assembly uses | One space per every six seats |
Bowling alleys and pool halls | Four spaces for each lane; two spaces for each billiard table |
Hotels, motels, inns, rooming houses located in a nonresidential district | One space per every one and one-half sleeping units |
Hotels, motels, inns, rooming houses located in a residential district | One space per sleeping unit, plus one space per every three employees |
Hospitals | Two spaces per bed |
Extended care facilities | One space per two and one- half beds |
Medical offices | One space per 200 square feet of floor area |
All professional service/general business offices (including banks) | One space per 300 square feet of floor area |
Restaurants, bars, retail sales, personal services, and all other commercial, public and quasi-public uses not listed | One space per 400 square feet of floor area |
Commercial (work) space as part of a "live-work" space located in a residential district | One space per for each live-work unit, in addition to the required residential spaces |
Nursery and elementary schools | One space per each classroom and office, plus 10 spaces for visitor parking |
High schools | One for every three students, plus one for every two teachers, and one for each other employee |
Angle | Stall Width | Stall Length | Aisle Width | |
|---|---|---|---|---|
One-way | Two-way | |||
Parallel | 8′6″ | 23′ | 12′ | 20′ |
30 degree 8′6″ | 16′10″ | 11′ | 20′ | |
45 degree 8′6″ | 19′5″ | 13′6″ | 20′ | |
60 degree 8′6″ | 20′8″ | 18′6″ | 20′ | |
Perpendicular 8′6″ | 19′ | 25′ | 20′ | |
![]() Figure 1 GUIDE TO DIMENSIONAL REQUIREMENTS |
Angle | Stall Width | Stall Length |
|---|---|---|
Parallel | 7′ | 20′ |
45 degree | 7′6″ | 16′ |
60 degree | 7′6″ | 17′ |
Perpendicular | 7′6″ | 16′ |
The applicant for a development of special concern shall be required to submit a post-construction water quality management plan (WQMP) evaluating whether the development's site design and source control measures would adequately minimize post-construction impacts to water quality, or whether structural treatment control BMPs are also necessary. The WQMP shall specify the treatment control BMPs to be implemented, and shall also include the operation and maintenance plans for these BMPs. The water quality management plan shall be certified by a California-registered civil engineer, and approved by the city. | |
The following information shall be included in a WQMP: | |
(a) | Site design, source control, and treatment control BMPs that will be implemented to minimize post-construction water quality impacts; |
(b) | All of the information required in subsection (1) for the site design and source control plan; |
(c) | Pre-development peak runoff rate and average runoff volume from the site; |
(d) | Expected post-development peak runoff rate and average runoff volume from the site, with all proposed nonstructural and structural BMPs in place; |
(e) | Measures to infiltrate or treat runoff from impervious surfaces (including roads, driveways, parking structures, building pads, roofs, and patios) on the parcel, and to discharge the runoff in a manner that avoids potential adverse impacts. Such measures may include, but are not limited to, structural treatment control BMPs including biofilters, grassy swales, on-site de-silting basins, detention ponds, or dry wells; |
(f) | A description of how the BMPs (or suites of BMPs) have been designed to infiltrate and/or treat the amount of stormwater runoff produced by all storms up to and including the 85th percentile, 24-hour storm event for volume-based BMPs, and/or the 85th percentile, one-hour storm event (with an appropriate safety factor of 2 or greater) for flow-based BMPs; |
(g) | Appropriate structural treatment control BMPs selected to remove the specific runoff pollutants generated by the development, using processes such as gravity settling, filtration, biological uptake, media adsorption, or any other physical, chemical, or biological process; |
(h) | A long-term plan and schedule for the monitoring and maintenance of all structural treatment control BMPs. All structural BMPs shall be inspected, cleaned, and repaired as necessary to ensure their effective operation for the life of the development. Owners of these devices shall be responsible for ensuring that they continue to function properly, and additional inspections should occur after storms as needed throughout the rainy season. Repairs, modifications, or installation of additional BMPs, as needed, shall be carried out prior to the next rainy season. |