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HomeMy WebLinkAboutsupport documentsver Entergy Arkansas LLC 12209 Entergy Court Little Rock. AR 72211 March 25, 2019 City of Little Rock Department of Planning and Development ATTN: Dana Carney 723 West Markham Street Little Rock, AR 72201-1334 RE: Entergy comments related to Planning and Zoning items for the April 25th Meeting Mr. Moore, Please find below Entergy's comments related to the items received from the Department of Planning and Development last week. The request letter said to have the comments back to you by April 1 st, 2019. • Lots 1R & 2R Barrow Plaza Addition — prelim plat — 9101 W Markham — S -1312-B Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A three-phase overhead power line already exists on the north side of West Markham Street on the north side of this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. Wildwood Ridge Phase IV — prelim plat — W end of Summershade Dr. — S -1665-H Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A single-phase underground power line already exists along Summershade Drive feeding previous phases of the subdivision. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Fitzroy Promenade — site plan review — NE corner Rahling Rd & St Vincent Way — S -867-Z (8) Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A three-phase underground power line already exists along the west side of Rahling and the south side of St Vincent Way. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ Fletcher Ridge long -form PRD — N side of Kanis, W of Chenal Downs — Z-9409 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. There is an existing three phase, overhead power line along Kanis Road just to the east which may need to be extended to serve this development. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ Lots 2&3 Chevaux Office Park — short form PCD —17705 Cantrell Rd. - Z -7605-D Entergy does not object to this proposal. There is an existing three phase, underground power line in this area serving existing buildings. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ Shackelford Forest Communities—long-form POD— 5600 S Shackelford Rd. - Z-9408 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. There is an existing overhead power line on the west side of South Shackelford running by this development. Contact Entergy in advance to discuss electrical service requirements, or adjustments/extension of facilities (if any) as this project proceeds. • Village at The Gateway —long -form POD — W of existing Village at The Gateway, 4 blocks W of Vimy Ridge Rd. — Z-9407 Entergy does not object to this proposal. There do not appear to be any conflicts with . existing electrical utilities at this location. There is an existing underground power line in this area serving existing developments in the subdivision to the east. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Grow Learning Center — rev PID — 5 Remington Cove — Z -7854-F Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A three-phase overhead power line already exists along the west side of Talley Rd to the west of this development, and another one on the north side of the property along Remington Cove. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Orion Federal Credit Union — short -form PD -O —1019 N University — Z -4029-C Entergy does not object to this proposal. As noted on the print there is an existing three phase, overhead power line on the east side of University on the west side of this property. There do not appear to be any conflicts with existing electrical utilities at this location. However, please note that a new drive will be installed on the SW corner of the property. All NESC and OSHA required clearances to overhead power lines and other utilities must be maintained during and after construction of the drive. The same applies for the drive to be constructed off Evergreen. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Flagship Homes Townhouse Apartments — short -form PD -R — NW corner of Florida and Indiana — Z-9406 Entergy does not object to this proposal. There is an existing three phase, overhead power line on the north side of Indiana Ave. on the south side of this property. It does not conflict with the project proposal. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ Dogwood Partners — short -form POD — 3023 W 71' St. - Z -6810-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location currently. However, the proposal indicated that a future addition for a structure on the SW corner of the property could happen. There is an existing overhead power line running along the east side of Johnson St. Care must be used to maintain NESC and OSHA required clearances to this power line. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. Innovation Valley — short -form PD -R — SW of 13815 & 13823 Fern Valley Lane - Z-9405 Entergy does not object to this proposal. There is an existing underground power line feeding both houses from the front property line. There do not appear to be any conflicts with existing electrical utilities in the rear of these locations. Contact Entergy in advance to discuss electrical service requirements, or adjustments/extension of facilities (if any) as this project proceeds. * 517 Maple St. — short -form PD -R — 517 Maple St. — Z-9404 Entergy does not object to this proposal. Electrical service is already provided to the structure on this property from on overhead power line at the back of the property. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities. • 2322 W 311 St. — short -form PD -R — 2322 W. 311 St. — Z-9403 Entergy does not object to this proposal. Electrical service is already provided to the structure on this property from on overhead power line at the back of the property. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities. 22 Daven Court — short -form PD -R — 22 Daven Court - Z -2771-A Entergy does not object to this proposal. Electrical service is already provided to the structure on this property from on overhead power line at the back of the property. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities. TRL Properties, LLC — Revised PD -O —12418 —12420 Cantrell — Z -5570-D Entergy does not object to this proposal. Electrical service is already provided to the structure on this property from on overhead power line at the front of the property. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities. • Greenhaw Properties — short -form PD -R — 3523 W Capitol Ave. - Z-9402 Entergy does not object to this proposal. However, there is an existing overhead power line on the east side of this property which provides service to the existing house. This power line may need to be adjusted to provide service to both the existing and new house. Contact Entergy in advance to discuss electrical service requirements, or adjustments, extension of facilities (if any) as this project proceeds. 7900 Doyle Springs Road — short -form PID — 7900 Doyle Springs Rd. - Z-9401 Entergy does not object to this proposal. Electrical service is already provided to the structure on this property from on overhead power line at the front of the property. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities. If you need further assistance you may contact John Jones at 501-954-5158 (e-mail: jjoneMa,entergy.com) as he will be replacing me as the Region Engineering Supervisor upon my retirement later this week. Sincerely, Bernard Neumeier, P.E. Region Engineering Supervisor Entergy Arkansas, Inc. Z -Z -2771-A Address: 22 Daven Court Planning Division: This request is located 65 Street East Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-2 (Single -Family District) to PD -R (Planned Development Residential) to recognize an existing residence with detached garage and second floor apartment. Master Street Plan: South of the property is Daven Court and it is shown as a Local Street on the Master Street Plan.- The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z -4029-C Address: 1019 N.University Ave Planning Division: This request is located in Heights Hillcrest Planning District. The Land Use Plan shows Public/Institutional (PI) for this property. The Public/Institutional category includes public and quasi -public facilities that provide a variety of services to the community such as schools, libraries, fire stations, churches, utility substations, and hospitals. The applicant has applied for a rezoning from 0-2 (Office and Institutional District) to PD -0 (Planned Development Office) to allow development of a branch credit union. The site is within the Midtown Design Overlay Districts. Master Street Plan: West of the property is N.University Ave and it shown as a Principal Arterial on the Master Street Plan. North of the property is Evergreen Drive and it is shown as a Collector on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on University Avenue since it is a Principal Arterial. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site Bicycle Plan: A Class II Bike Lane is shown along N. University Ave. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z -5570-D Address: 12418-12420 Cantrell Road Planning Division: This request is located in River Mountain Planning District. The Land Use Plan shows Office (0) for this property. The Office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from R-2 (Single -Family District) and PD -O (Planned Development Office) to PD -O (Planned Development Office) to add an adjacent R-2 zoned tract to the existing PD -O. No New Development is proposed at this time. The site is within the Highway 10 Overlay Districts. Master Street Plan: South of the property is Cantrell Road and it shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site Bicycle Plan: A Class I Bike Path is shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z -681 0-A Address: 3023 W 7th Street Plannina Division: This request is located in 1630 Planning District. The Land Use Plan shows Mixed Use (MX) for this property. The Mixed Use Category provides for a mixture of residential, office and commercial uses to occur. A Planned Zoning District is required if the use is entirely office or commercial or if the use is a mixture of the three. The applicant has applied for a rezoning from R-3 (Single Family District) to POD (Planned Office District) office uses as an allowable use and a future building addition. Master Street Plan: West of the property is Johnson Street and it is shown as a Local Street on the Master Street Plan. North of the property is W 7th Street and it is shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site Bicycle Plan: There is a Class III Bike Route shown on 7th Street. Bike Routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z -7605-D 17705 Cantrell Road Planning Division: This request is located in Chenal Planning District. The Land Use Plan shows Office (0) for this property. The Office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from POD (Planned Office District) to PCD (Planned Commercial District) to change the approved plan to one mixed retail/restaurant/office building within the larger office complex. The site is within the Highway 10 Overlay Districts Master Street Plan: North of the property is Cantrell Road and it shown as a Principal Arterial on the Master Street Plan The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site Bicycle Plan: A Class I Bike Path is shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of- way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z -7854-F Address: 5 Remington Cove Planning Division. This request is located 65 Street West Planning District. The Land Use Plan shows Light Industrial (L+l) for this property. The Light Industrial category provides for light warehouse, distribution or storage uses, and/or other industrial uses that are developed in a well-designed "park like" setting. The applicant has applied for a Revised PID (Planned Industrial District) to allow the expansion of an existing daycare facility. Master Street Plan: North of the property is Remington Cove and it is shown as a Local on the Master Street Plan. West of the property is Talley Road and it is shown as a Local on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan. There are no bike routes shown in the immediate vicinity. Z-9401 Address: 7900 Doyle Springs Road Planning Division: This request is located in Geyer Springs East Planning District. The Land Use Plan shows Residential Medium Density (RM) for this property. The Residential Medium Density category accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between six (6) and twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R-2 (Single -Family District) to PID (Planned Industrial District) to recognize an existing developed non -conforming site and allow 1-2 uses. Master Street Plan: East of the property is Doyle Spring Road and it is shown as a Collector on the Master Street Plan The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9402 Address: 3523 W. Capitol Ave Planning Division. This request is located in 1630 Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-3 (Single -Family District) to PD -R (Planned Development Residential) to subdivide an existing lot and build a second single family home on the new lot. Master Street Plan: West of the property is S Valentine Street and it is shown as a Local Street on the Master Street Plan. North of the property is Capitol Avenue and it is shown as a Collector on the Master Street Plan The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site Bicycle Plan: There is a Class III Bike Route shown on W Capitol Ave. Bike Routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z- Z-9403 Address: 2322 W.3rd Street Planning Division: This request is located in 1630 Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-3 (Single -Family District) to PD -R (Planned Development Residential) to recognize an existing duplex. Master Street Plan: West of the property is Dennison Street and it is shown as a Local Street on the Master Street Plan. South of the property is W V Street and it is shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9404 Address: 517 Maple Street Planning Division: This request is located in 1630 District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R-3 (Single -Family District) to PD -R (Planned Development Residential) to recognize an existing duplex. Master Street Plan: West of the property is Maple Street and it is shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9405 Address: SW of 13815 and 13823 Fern Valley lane Planning Division: This request is located in Ellis Mountain District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from PRD (Planned Residential District) to PD -R (Planned Development Residential) to build a personal storage accessory building on a separate vacant lot. Master Street Plan: North of the property is Fern Valley Lane and it is shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements. Bicycle Plan. There are no bike routes shown in the immediate vicinity. Z-9406 Address: NW corner of Florida and Indiana Planning Division: This request is located in West Little Rock Planning District. The Land Use Plan shows Residential Medium Density (RM) for this property. The Residential Medium Density category accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between six (6) and twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R-4 (Two Family District) to PD -R (Planned Development Residential) to allow the development of three homes on one 7500 square -foot lot. Master Street, Plan: East of the property is Florida Ave and it is shown as a Local Street on the Master Street Plan. South of the property is Indiana Ave and it is shown as a Local Street on the Master Street Plan The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9407 Address: West of the existing village at the Gateway, 4 Blocks west of Vimy Ridge Road. Planning Division: This request is located Otter Creek Planning District. The Land Use Plan shows Residential Low Density (RL) and Residential Medium Density (RM) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. Such residential development is typically characterized by conventional single family homes, but may also include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The Residential Medium Density category accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between six (6) and twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R-2 (Single-family District) to PRD (Planned Residential District) to allow the construction of a subdivision of triplex and quad-plex units on separate lots. Master Street Plan: There are not streets adjacent to the site. Pine Rock Court and Big Rock Avenue enter the site from the east in the north and south parts of the site respectively. Both are shown on the Master Street Plan as Local Streets. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Address: 5600 South Shackleford Road Planning Division: This request is located in 65th Street West Planning District. The Land Use Plan shows Service Trades District (STD) and Residential Low Density (RL) and Suburban Office (SO) for this property. The Service Trades District category provides for a selection of office, warehousing, and industrial park activities that primarily serve other office service or industrial businesses. The district is intended to allow support services to these businesses and to provide for uses with an office component. A Planned Zoning District is required for any development not wholly office. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. Such residential development is typically characterized by conventional single family homes, but may also include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The suburban office category shall provide for low intensity development of office or office parks in close proximity to lower density residential areas to assure compatibility. A Planned Zoning District is required. The applicant has applied for rezoning from R-2 (Single Family District) to POD (Planned Office District) to allow the development of an in-patient and out- patient rehabilitation complex on 4 lots Master Street Plan: East of the property is Shackleford Road are shown as Minor Arterial on the Master Street Pian. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on South Shackleford Road since it is a Minor Arterial. -This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Shackleford Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9409 Address: Northside of Kanis Road, West of Chenal Downs Road Planning Division: This request is located in Burlingame Valley Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. Such residential development is typically characterized by conventional single family homes, but may also include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for rezoning from R-2 (Single Family District) to PRD (Planned Residential District) to allow for future development of a single family subdivision in 5 phases Master Street Plan: South of the property is Kanis Road are shown as Minor Arterial on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances -and exits should be limited to minimize negative effects of traffic and pedestrians on Kanis Road since it is a Minor Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class li Bike Lane is shown along Kanis Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Little Rock Water Reclamation Authority Comments Project Number 5-1312-B Project Name Project Type Lots 1R & 213 Barrow Plaza Preliminary Plat Addition Project Number S -1665-H Project Name Project Type Wildwood Ridge Phase IV Preliminary Plat Project Number S -867-Z(8) Project Name Project Type Fitzroy Promenade Site Plan Review Project Number Z -2771-A Project Name 22 Daven Court Project Number Z -4029-C Project Name Orion Fed. Credit Union Project Number Z -5570-D Project Name TRL Properties, LLC Project Type Planned Development: Residential Project Type Planned Development: Office Project Type Planned Development: Office (Revised) Project Number Z-68 10-A Project Name Project Type Dogwood Partners Planned Development: Office Project Number Z -7605-D Project Name Project Type Lots 2 & 3 Chevaux Office Planned Development: Office Park Comment Made Sewer Available to this site. Retain Sewer Easement(s) as platted. Comment Made Sewer main extension required with easements if new sewer service is required for this project. LRWRA Commission Approval and Zero Capacity Fee Required if pumping out of sewer basin. Comment Made Sewer Available to this site. Capacity Fee Analysis Required Comment Made Sewer Available to this site. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. FOG Analysis Required for restaurant uses. Thursday, March 28, 2019 Page 1 of 3 Project Number Z -7854-F Projer-.t Name Prniar_.t Tyne Grow Learning Center Planned Developrnenl: Industrial Project Number Z 9'401 Project Name Project Type 7900 Doyle Springs Road Planned Development: Industrial Project Number Z-9402 Project Name Project Type Greenhaw Properties Planned Development: Residential Project Number Z-9403 Project Name Proiect Type 2322 W. 3rd Street Planned Development: Residential Project Number Z-9404 Project Name Project Type 517 Maple Street Planned Development: Residential Comment Made Sewer Available Lo this site. Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Each lot required to have separate sewer service. Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Project Number Z-9405 Project Name Project Type Comment Made Innovation Valley Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Project Number Z-9406 Project Name Project Type Comment Made Flagship Homes Planned Development: Residential Sewer Available to this site. Capacity Fee Analysis Townhouse Apartments Required Project Number Z-9407 Project Name Project Type Comment Made Village at the Gateway Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee Analysts required. Project Number Z-9408 Project Narne Project Type Comment Made Shackleford Forest Planned Development: Office Sewer main extension required with easements if new Communities sewer service is required for this project. Thursday, March 28, 2019 Page 2 of 3 Project Number Z-9409 Project Name Project Type Comment Made Fletcher Ridge Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. LRWRA Commission Approval and Zero Capacity Fee Required if pumping out of sewer basin. Thursday, March 28, 2019 Page 3 of 3 MEMORANDUM TO: DANA CARNEY, ZONING & SUBDIVISION MANAGER FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE APRIL 03, 2019 SUBDIVISION COMMITTEE MEETING DATE: MARCH 29, 2019 1. 9101 W Markham (S -1312-I3) 1. Any new site development must comply with the City's minimal landscape and buffer ordinance requirements 2. The replat of this property will not provide for the required perimeter landscape strips or plant materials. A City Beautiful Variance will be required. 3. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 2. West End of Sumershade DriveS-1665-H. 1. No Comment. 3. NE Corner of Rahling Road and St Vincent Way (S -867-Z (8)) 1. Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. 2. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street, highway or freeway. This strip shall be a minimum of nine (9) feet in width. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. 3. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be mclLided in the 7nteris;r landscape areas at the rate of one (1) tree for every twelve (12), parking spaces. 4. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. 5. An irrigation system shall be required for developments of one (1) acre or larger. 6. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. 7. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 4. 22 Daven Park I -2771-A 1. No Comment. 5. 1019 N University (74029-C 1. Any new site development must comply with the City's minimal landscape and buffer ordinance requirements and the requirements of the Midtown Overlay District. 2. A land use buffer six (6) percent of the average width/depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The property to the east is zoned R-2 CUP. A as a component of all land use buffer requirements, opaque screening, whether a fence or other device, six (6) feet in height shall be required upon the property line side of the buffer. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. 3. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. 4. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (15 0) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. 5. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. 6. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 6. 12418 —12420 Cantrell (Z -5570-D) 1. No Comment. 7. 3023_W 7"' St (Z -6810-A) 1. Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. 2. Any existing vehicular use area that does not meet current code requirements may continue as nonconforming until such time a building permit is issued to rehabilitate a structure on the property exceeding fifty (50) percent of the current replacement cost of the structure. At such time fifty (50) percent of the existing vehicular use area shall be brought into compliance with current code and shall continue to full compliance on a graduated scale based upon the percentage of rehabilitation cost. 3. Any new building rehabilitation or expansion may require the existing landscaping, buffer, or vehicular use areas not meeting the current code requirements to be brought into compliance. Existing vehicular use areas may continue as nonconforming until such time as a building permit is granted to enlarge or reconstruct a structure on the property exceeding ten (10) percent of the existing gross floor area. At such time ten (10) percent of the existing vehicular use area shall be brought into compliance on a graduated scale. 4, The City Bea itifi l Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 8. 17705 Cantrell RAZ -7605-D] 1. Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Highway 10 Scenic Corridor Overlay District. 2. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. 3. A landscape irrigation system shall be required as per Highway 10 site design and development standards. 4. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can. be given when preserving trees of six (6) inch caliper or larger. 9. 5 Remington Cove (Z -7854-F) 1. Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. 2. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/2) the full width requirement but in no case less than nine (9) feet. The average depth of the lot is approximately 300 linear feet. A minimum twee 20foot street buffer is re aired between the property line and the Remington Cove right-of-way. 3. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. 4. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. 5. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (15 0) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. 6. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. 7. Any trash receptacles or pickup shall be oriented away from a primary street side of the property and screened from the public right-of-way. Screen shall exceed the height of the dumpster or trash containment areas by at least two (2) feet not to exceed eight (8) feet total height. 8. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. 9. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 10.7900 Boyle Springs Road (Z-9401) 1. No Comment. 11.3523 W Capitol (Z-9402) 1. No Comment. 12. 2322 W 3rd Z-9403 1. No Comment. 13. SW of 13815 & 13823 Fern Valley Lane (Z-9405) 1. No Comment. 14. NW Corner of Florida and Indiana (Z-9406) 1. Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. 2. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. The north and west perimeter planting strips are deficient. 4. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 15. W of Exist Village at The Gateway, 4 Blks W of Virny Ridge (L-9407) 1. No Comment. t6.5600 South Shackleford Rd L7,9408) 1. Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. 2. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (%) the full width requirement but in no case less than nine (9) feet. 3. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. 4. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. The south corner of the parking located on Lot I is less than nine 9 feet from the street right-of-way. A land use buffer six (6) percent of the average width/depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The maximum width of the required buffer is fifty (50) feet. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The properties to the south and west and a portion of the property to the north is zoned R-2. A as a component of all land use buffer requirements, opaque screening, whether a fence or other device, six (6) feet in height shall be required upon the property line side of the buffer. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. 6. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (15 0) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. 7. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. 8. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. 9. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 17. N of Kanis W of Chenal Downs Blvd (Z-9409) 2. No Comment. PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 01 April 2019 NAME LOTS 1 R & 2R BARROW PLAZA ADDITION WILDWOOD RIDGE PHASE IV TYPEISSUE COMMENTS S-1 312-B NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. S -1665-H NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. NAME TYPE ISSUE COMMENTS FITZROY PROMENADE S -867-Z (8) All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. 2 NAME TYPE ISSUE COMMENTS Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. FLETCHER RIDGE Z-9409 All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. This development will have a minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. 3 NAME TYPE ISSUE COMMENTS LOTS 2 & 3 CHEVAUX OFFICE Z -7605-D All Central Arkansas Water requirements in PARK effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/ur relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction sperifirations and installation will he inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is tequited. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated NAME TYPE ISSUE COMMENTS with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 5 NAME TYPE ISSUE COMMENTS SHACKELFORD FOREST Z-9408 C(1-iM (UNITIES All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Ruck Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's cxpencc. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to !.1 NAME TYPE ISSUE COMMENTS discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. VILLAGE AT THE GATEWAY Z-9407 All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). NAME TYPE ISSUE COMMENTS GROW LEARNIG CENTER Z -7854-F All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is rcquirod Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. P-1 NAME TYPE ISSUE COMMENTS ORION FEDERAL CREDIT UNION Z -4029-C FLAGSHIP HOMES Z-9406 All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. The facilities on-site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. All Central Arkansas Water requirements in effect at the time of request for water service must be met. Contact Central Arkansas Water regarding the size and location of the water meter. NAME TYPE ISSUE COMMENTS DOGWOOD PARTNERS Z -681 0-A NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of 22 DAVEN COURT Z-2771 -A request for water service must be met. INNOVATION VALLEY Z-9405 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of TRL PROPERTIES Z -5570-D request for water service must be met. 517 MAPLE ST Z-9404 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of GREENHAW PROPERTIES Z-9402 request for water service must be met. 2322 W 3RD ST Z-9403 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 22 DAVEN COURT Z-2771 -A NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. TRL PROPERTIES Z -5570-D NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. GREENHAW PROPERTIES Z-9402 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 7900 DOYLE SPRINGS 7-9401 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 10 To: Dana Carney Date: April 1, 2019 From: Captain Tony Rhodes / Captain John Hogue/Fire Marshal Derek Ingram: Fire Marshal Comment for the following_ Locations: S -1312-B 9101 W Full Dian review. Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments —2 means of access. -Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two rneans of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall he placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be perrnitted to be places with the dppruvdl of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9402 3523 W Capital Ave No Comment Z -94017900 Doyle Spring Road No comment S -1665-H West End Of Summershade Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadinri Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus byway of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5 -867 -Z -NE Corner of Rahling Road and St. Vincent Way Full Plan Review Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments -2 means of access. -Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Protects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys Lo the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Multi-Familv Residential Develoaments As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all building, including nonresidential occupancies are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9409 Northside of Kanis Rd., West of Chenal Downs Blvd Full Plan Review Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadin Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet sriall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z -7605-D 17705 Cantrell Rd Full Plan Review Maintain Access: Fire Hydrants Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the irnpused Judd of file dpparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads arerequired, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9408 — 5600 South Shackleford RD Full Plan Review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments —2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a slraighL line between accesses. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel fur eniergerlcy access. Emergency opening devices SI-IdIl be dppruved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: I. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9407- West of the exiting Village at The Gateway, 4 Blocks West of Virny Ride RD Full Plan Review Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shah be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z -7854-F-5 Remington Cove Full Plan Review Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial_ Developments -2 means of access. -Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel fnr emergency access. Emergency opening devices shall he approved by the fire coda official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z -4029-C- 1019 N. University Full Plan Review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Lgjajng Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access._ - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gales sllall IJe of Swinging ur sliding type. L 11 1_ f l -11__t _11_. 1 3, Construction ��! ®aieti Sha!! be U! rflclterla! �fldl anew nlaC�laal Operaii�if! ��y one perti�ifl, 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, In conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9406- NW Corner of Florida & Indiana Full Plan Review Maintain Access: Fire Ilvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Low Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Multi -Family Residential Develoements As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all building, including nonresidential occupancies are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. Fire Hydrants _ Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z -6810-A-3023 W. 7t" St Full Plan Review Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments— 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200, Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z -5570-D-12418-12420 Cantrell RD. No Comment Z-9404- 517 Maple Street No Comment Z -2771-A-22 Daven Court No Comment Z-9403-2322 W.3d St. No Comment Z -9405 -SW of 13815 & 13823 Fern Vallev Lan No Comment M M Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 4-25-19 Z File Number LA -0083 Big Rock Plaza Advance Grading Variance NWC Vimy Ridge Road & Pleasant Hill Road 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 2 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 3 Per Sec. 29-197(2), the grading shall be expeditiously completed in a time frame not to exceed one (1) year in duration from the time work commences to installation of all final erosion control measures and vegetation. 4 Per Sec. 29-197(11), a permanent vegetative cover of suitable perennial grass shall be established over all disturbed areas. Where indicated by soil tests, pH adjustments and addition of fertilizer may be required. 5 At completion of land alteration activities, a minimum six (6) inches of suitable top soil shall be placed over all disturbed areas and permanent vegetation cover shall be established. 6 Per Sec. 29-197(12), periodic mowing, generally 2 times per year or more often if required by CLR shall be provided to encourage perennial grass growth. 7 Per Sec. 29-197(13), maintenance for the 2 year period shall be guaranteed through posting of cash, surety bond or letter of credit as referenced in Sec. 31-431(2) at the time of final inspection of the restoration. 8 Per Sec. 29-197(14), all required federal, state, and local permits and approvals shall be obtained prior to commencement of land alteration activities. 9 Public works staff must be contacted for inspection for final approval of site stabilization prior to acceptance and relinquishment of maintenance bond. 10 The site should be signed with a Land Alteration Variance sign obtained from Public Works. 11 Application fee of $100.00 must be paid to Public Works. 12 Plans shall provide for visual screening of the completed area by providing undisturbed perimeter buffer strips and earthen berms along Vimy Ridge Road, Pleasant Hill Road and the proposed street frontage. Temporary undisturbed buffer widths are 6% of the lot width and depth. The minimum width shall be 50 ft where the subject property is adjacent to other properties, residential streets, collector streets, and industrial streets. The minimum width shall be 80 ft where the subject property is adjacent to City Parks and arterial streets. The temporary strips shall not be less than the width of the permanent buffer required for the development. In cases where maintenance of an undisturbed buffer is deemed not practical to provide screening, earthen berms, tree plantings or other suitable measures may be required. 13 Where is the source of fill or location of cut material? Tuesday, April 02, 2019 Page 1 of 10 14 Will the advance grading operation be complete in 1 year? 15 Will the advanced grading begin with the construction of the proposed street? If not, when9 Z File Number S -1312-B Lots 1R & 2R Barrow Plaza Addition Pre Plat 9101 W. Markham St. 1 John Barrow Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 W. Markham St. is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from ccnterlinc will be required. 3 Show the floodplain and floodway delineation on the preliminary and final plat. The minimum Finish Floor elevation for future improvements of at least 1 ft at or above the base flood elevation is required to be shown on plats and grading plans. 4 A substantial area of the site lies within the regulated floodway and floodplain of Rock Creek and Grassy Flats Creek. No future construction of any structures, improvements to the interior of the structures over 50% of the market value of the structure, parking areas, or placement of fill materials are allowed within the floodway. 5 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. Z File Number 5-1665-H Wildwood Ridge Ph IV Preliminary Plat W end of Sunumershade Drive I Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the lots with construction of the street and utilities? 3 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner's association. 5 Fire apparatus access roads shall not exceed 10 percent in grade without approval of the Fire Marshall. 6 Per the Appendix D of the Fire Code, dead end fire apparatus access roads in length of 150 to 500 ft require a cul de sac turnaround with a 96 ft diameter. 7 Contact USPS to determine if a mail kiosk will be required to be provided. If so, show location on plan. 8 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. Tuesday, April 02, 2019 Page 2 of 10 9 Hauling of _fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 10 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 11 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 12 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 13 100 year overflow swales must be constructed and placed within public drainage easements. Z File Number 5-867-Z(8) Fitzroy Promenade Site Plan Review NEC Rahling Rd & St. Vincent Way Sidewalks with appropriate handicap ramps are requires) along St. Vincent Way in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb, gutter, sidewalk and access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade future phases with construction of Phase 1? 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Driveway widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31- 210. The width of driveway must not exceed 36 feet. The driveway maybe wider to conform with Fire Code. The proposed median should be extended to 10 ft from the pedestrian crossing adjacent to Rahling Road. 7 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 8 If gates and fencing is proposed show location on plan. Sight distance is a concern on the fence location. 9 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 10 Submit a Traffic Impact Study for the proposed project. Study should address trip generation and trip distribution for the development and also should take into account existing and projected traffic growth. The study has been submitted and is under review. Tuesday, April 02, 2019 Page 3 of 10 11 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 12 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e), 13 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval, After construction, an as -built certification is required for construction of the retaining wall. 14 The owner and/or manager of each multi -family residence of 100 or more dwelling units shall provide recycling and encourage participation by the tenants, renters, or owners of each unit. Contact Melinda Glasgow at 371-4646 for more information. Z File Number Z -2771-A 2.2. Daven Court PD -R 22 Daven Court 0 No comments Z File Number Z -4029-C Orion Federal Credit Union PD -O 1019 N. University Ave 1 Repair or replace any curb, gutter, sidewalk and access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 3 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 7 Extend island at Evergreen St. driveway further south to the first parking space to prevent left turn movements. The island should be constructed with mountable curb. 8 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Z File Number Z -5570-D TRL Properties LLC PD -O 0 No comments 12418 - 12420 Cantrell Road Tuesday, April 02, 2019 Page 4 of 10 M Z File Number Z -6810-A Dogwood Partners POD 3023 W. 7th St. 1 Due to the proposed use of the property, the Master Street Plan specifies that W. 7th Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 Due to the proposed use of the property, the Master Street Plan specifies that Johnson Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 3 A 20 feet radial dedication of right-of-way is required at the intersection of W. 7th St. and Johnson St. 4 Provide a dimensioned parking plan with striping and drive aisles. 5 Parking is not permitted within the public right-of-way. No vehicle backing into the public street is permissable. 6 At time of site development at the time building expansion occurs, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to 7th St. and Johnson St. including 5 -foot sidewalks with planned development. 7 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements located in the right-of-way. Z File Number Z -7605-D Cheveaux Office Park Lots 2 & 3 PCD 17705 Cantrell Road 1 Repair or replace any curb, gutter, sidewalk and access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan or provide proof that sufficient detention has been provided for these lots. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owners association. 3 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z -7854-F Grow Learning Center Rev PID 5 Remington Cove 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 2 Repair or replace any curb, gutter, sidewalk and access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner's association. Tuesday, April 02, 2019 Page 5 of 10 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 6 A 3 way stop with signage and striping (stop bar) should be installed at the interior middle iutetsection near the building. 7 Staft'must be provided to direct vehicular trattic in a sate, expediate, and consistent manner. 8 120 additional children are proposed to attend the facility. How many children currently attend the facility? If the enrollment is 250 children or more provide a proposed traffic control and stacking plan for vehicle drop off & pickup with vehicle queue lengths and times. Z File Number Z-9401 7900 Doyle Springs Road PID 7900 Doyle Springs Road 1 Doyle Springs Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements such as existing parking located in the right-of-wzly. Z File Number Z-9402 reenhaw Properties PD -R 3523 W. Capitol Ave. 1 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The width of residential driveways must not exceed 20 feet. 2 Parking is not allowed within the public right-of-way. At least 20 ft must be provided between the exterior of the residential structure and the property line for vehicle parking. 3 Per Section 30-43 of City code, a residential driveway can be located no closer than 25 ft from the exterior lot line. 4 A 20 feet radial dedication of right-of-way is required at the intersection of W. Capitol Ave and S. Valentine St. Z File Number Z-9403 2322 W. 3rd St. PD -R 2322 W. 3rd St. 1 A 20 feet radial dedication of right-of-way is required at the intersection of W. 3rd St. and Dennison St. Z File Number Z-9404 517 Maple St PD -R 517 Maple St. 1 Maple St. is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. 2 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements located in the right-of-way. Tuesday, April 02, 2019 Page 6 of 10 Z File Number Z-9405 Innovation Valley PD -R 13815 & 13823 Fern Valley Lane 1 The proposed finished floor elevation of the new structure should be at least 382 ft MSEL. Z File Number Z-9406 Flagship Homes Townhouse Apartments PD -R NWC Florida Ave. and Indiana Ave. 1 A 20 feet radial dedication of right-of-way is required at the intersection of Florida Ave and Indiana Ave. 2 Florida Ave is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. 3 Repair or replace any curb, gutter, sidewalk and access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. Remove old curb cuts and replace with new curb and gutter. 3 Indiana Ave is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Florida Ave including 5 -foot sidewalks with planned development adjacent to the subject property from the north property line to Indiana Ave. The new back of curb should be 26 ft from the existing curb on the east side of Florida Ave. 6 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9407 Village at the Gateway PRD Vimy Ridge Road N of Pleasant Hill Road 1 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Maximum residential driveway width is 20 ft. 2 Backing out into public streets is not permitted due to safety concerns for any development other than R-2. 3 Currently, waste is being collected privately. Does the owner plan to vary from the private service with this revision? 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade future phases? What is the proposed timing or trigger for the advance grading activities? 5 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or land owner. 6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. Tuesday, April 02, 2019 Page 7of10 7 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 8 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 Staff understands no changes are proposed to the previously appiuved stieel acid drainage plans. Ate any changes proposed? Z File Number Z-9408 Shackleford Forest Communities POD 5600 S. Shackleford Rd 1 Shackleford Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one -halt street improvement to Shackleford Road including 5 -foot sidewalks with planned development. The new back of curb should be located 29.5 ft from the striped centerline. 3 Sidewalks with appropriate handicap ramps are required to be constructed on both sides of Shackleford Forest Communities Drive in accordance with Sec. 31-175 of the Little Rock Code and the Master Street flan. Show proposed location of walking trails. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade future phases with the issuance of a grading permit for Phase l? 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 6 Access to detention ponds must be provided to the public right-of-way and/or access easement for future maintenance by the developer and/or local property owners' association. 7 If disturbed area is 1 or more acres, obtain a NPDES stonn water permit from the Arkansas Department of Environmental duality prior to the start of construction. 8 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 9 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 10 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 11 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Staff cannot recommend a new street name or portions of a street name using "Shackleford". There are 9 streets that currently use the name "Shackleford" spread along the entire length of Shackleford Road. The street name cannot exceed 15 characters. 12 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. Tuesday, April 02, 2019 Page 8 of 10 13 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 14 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 15 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. Contact USPS for mail delivery requirements. 16 Per the Appendix D of the Fire Code, dead end fire apparatus access roads in length of 150 to 500 ft require a cul de sac turnaround with a 96 ft diameter. 17 The proposed public street appears to function more as a private street servicing one property owner. Z File Number Z-9409 Fletcher Ridge PRD Kanis Road W of Chenal Downs Blvd 1 Kanis Road is classified on the Master Street Plan as a minor arterial with a special design standard. A dedication of right-of-way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Road with planned development. Per the MSP, one half street improvements to Kanis Road east of Chenal Downs Blvd consists of a 10.5 ft travel lane and no shoulder and Kanis Road west of Chenal Downs Blvd consists of an 1 lft travel lane with a 4ft gravel shoulder. 3 The MSP defines a minor residential street as: (a) a cul-de-sac street not exceeding 40 lots, or (b) a loop street not exceeding 80 lots, and (c ) and in no case generating more than 400 trips per day with the assumption of ten vehicles trips per day per lot. Fletcher Ridge Place, Fletcher Ridge Drive, Fletcher Ridge Lane, and Fletcher Creek Drive do not meet minor residential street standards. Variances are required to be obtained for the minimum right-of-way widths and absence of sidewalks. 4 The Kanis Road round -a -bout should be constructed with exterior class 3 curb and gutter, mountable interior curb, islands, signage, striping, and consideration for future pedestrian crossing capabilities in conformance with AASHTO and MUTCD standards. The proposed entry street design from Fletcher Ridge cannot be approved for a round -a -bout. Contact Nat Banihatti at 379-1818 for additional information. What is proposed in the center of the round -a -bout? 5 Street names and street naming conventions must be approved by Public Works. Fletcher Ridge Lane is the 4th repeat of the same street name with houses located on that street. Typically, no more than 3 streets with the same name with houses located on that street is approved. A different street name should be provided. Will the entrance street off Kanis Road be given a different street name or is it proposed to be Fletcher Ridge Circle or Chenal Downs Blvd.? Contact Glenn Haley at (501) 371-4537 for more information. 6 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of grading activities. An variance is being requested to advance grade the entire subdivision with the issuance of a grading permit for 7 Provide a sketch grading and drainage plan. Determine if strips of tract land should be provided for the installation of drainage improvements. Tuesday, April 02, 2019 Page 9 of 10 8 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or POA. Show on plan the locations of access to the detention ponds from the public right-of-way for future maintenance. 9 If disturbed area is 1 or more acres, obtain a NPDES stone water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 10 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction, 11 Hauling of fill uialei ial oil u, off site ovel lnuiticlpal stleets and loads lequlles agpiuval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (50 1) 379-1805 (Travis Herbner) for more information. 12 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Fngineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 13 USPS cluster box units should be placed in conformance with USPS and City of Little Rock policy design standards. All mail kiosk must be constructed to be ADA accessible. Sidewalks are not shown adjacent to kiosks on Fletcher Ridge Drive. 14 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements located in the right-of-way. 15 Alteration of the water course will require approval from the little Rock District of the US Army Corps of Engineers prior to start of work, 16 Traffic calming devices are required for long straight streets to discourage speeding that exceed 900 ft as suggested by MUTCD. Traffic circles, pedestrian tables or round -a -bouts are suggested at regular intervals and at main intersections. Staff suggests pedestrian tables be installed at mail kiosk locations and adjacent to tract land. Contact Travis Herbner, Traffic Engr. At 379-1805 for additional info. 17 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 18 A minimum undisturbed strip 25 ft wide except for reasonable access shall be provided along each side of streams having a 10 yr storm > 150 cfs unless approval to vary has been obtained from the USCOE. The undisturbed strip should be measured from the top of the bank. 19 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 20 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 21 100 year overflow swales must be constructed and placed within public drainage easements. Tuesday, April 02, 2019 Page 10 of 10 To: Dana Carney, Zoning & Subdivision Mgr.: Monte Moore, Subdivision Date: 04-02-19 From: Curtis Richey: Building Codes Building Code Comments: 5-1312-B 9101 W. Markham NC 5-1665-H West End of Summershade Drive Secondary Fire Access Road should be constructed with this phase. Consult with Fire Marshals Office for further information. 5-867-Z 8j NE coney of Rahline and St. Vincent Way Project requires a permit for the awnings. Awnings must meet snow and wind loads as per 2012 Arkansas Fire Prevention Code and must have design by a Structural Engineer licensed in the State of Arkansas. Contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@iittlerock.gov or Steve Crain at 501-371-4875. strain@littlerock.gov Z-9409 North side of Kanis West of Chenal Downs Blvd. Second / emergency fire access required before 30th occupancy can take place. Consult with Fire Marshals office for further review. Z -7605-D 17705 Cantrell Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey2littlerock.gov or Steve Crain at 501-371-4875; scrain@iittlerock.gov Z-9408 5600 S. Shackleford Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littierock.gov or Steve Crain at 501-371-4875; scrain @ 1lt-t aero c k . E;C7',e Z-9407 West of existing Village at The Gateway, 4 Blocks West of Vimy Ridge Code Fire Separation is required between units. Type of separation depends on exact distance between buildings. No shared utilities between properties. Utilities must be in easement and on property of the dwelling served. Z -7854-F 5 Remington Cove Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; cricheyPlittlerock.gov or Steve Crain at 501-371-4875; scrain_@,Iittlerock.gov Z -4029-C 1019 N. L1niv_�rsity Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.pov or Steve Crain at 501-371-4875; strain@ I ittIe roclt.igov. NW Corner of Florida and Indiana Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerack.org or Steve Crain at 501-371-4875; Lcrain@littlerocK.gov Note: Fire Separation / Fire Sprinkler required as per 2012 Arkansas Fire Prevention Code Z -6810-A 3023 W. 7th Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@I1ttlerock.gov or Steve Crain at 501-371-4875; scrainLo I ittlerock.gov Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval are required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.org or Steve Crain at 501-371-4875; scrain@ 1 ittlerock.gov_ Z-9405 SW of 13815 & 13823 Fern Valley Lane Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Steve Crain at 501-371-4875; scrain , littlerock.gov Z-9404 517 Maple 1 Hr. Fire Separation Required between Duplex Units / Smoke Wall Required in Attic Space Z-9403 2322 W. 3rd 1 Hr. Fire Separation Required between Duplex Units / Smoke Wall Required in Attic Space Z -2771-A 22 Daven Court 1 hr. Fire Separation between Garage and residence is required. Carbon Monoxide Detection is required. Z-9402 3523 W. Capitol NC - Z -55570-D 12418 12420 Cantrell NC Z-9401 7900 Doyle Springs Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Steve Crain at 501-371-4875; scrain @ littlerock.gov Regards, Curtis Richey Commercial Plans Examiners City of Little Rock Planning and Development Ening Fees Date , 2p Annexation Board of Adjustment Cond Use Permit/T U P Final Plat Planned Unit Dev Preliminary Plat Special Use Permit Rezoning Site Plans Street Name Change Street Name Signs Number at ea Public Hearing Sign_ NumUer__ att_ea Total File Loc Apq By S Postal o . ro CERTIFIED Domestic Mail Only — a ru LITTLE RUCK 7 •AN 72209 . ul Crx4if eB Mwl Foo $3 . 0 01.147 ru s M Extra o Cea3F,es(rJrackpak.edtlAeegp pro) O ❑ Return Receipt (hardcopy) $ SAA d ❑ Return Receipt (eieclronlc) $ r3 ❑ Certifled Mall Restricted Dellvery 0 E] Adult Signature Required $ ❑ Adult Signature Restricted Delivery $ Postage $0. rc r total Postage and Fggeeyys _ C �µ,ll,t ED �co - Q' ru r - Ln RI M Cl C] 0 M f] M cc rq ro O r` C C C rL N Ln rU M CI Cr Cl C1 Cr M ro r3 CO 1-3 CI r� rq r, I -DomesticOnly a- ru LITTLE ROCKY Lr1 C fled Mall Fee ru $3. 50 rn Eartre Sorwom& Feiss (chackboar. add 1a,4DWetvinru) r [:1 Return Receipt (hardcopy) S RA . 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RB%trklad Q I•ler�JV% 0 1] ❑Aduk Slgnntura Raquind $ --40 act ❑ Adult Signature Restricted Delivery $ i te Q�r� v/ 'D Posta9 a ra $1yl I- S 9 � ----- r6al Postage and Cl } CUrq Sof To r��anq pt, u.; ori fax"Ffa. co r -q co ru r - Lr) ru M 0 0 0 0 0 M ED ri co rq 0 r— rti u7 rLi M 0 0 0 0 0 M co ra co r -q 0 r postal ServiceTM TIFIM MAII ® RF['FIG Domestic Mail Only For delivery informallan, visit our website at www.usps.corV'. 171- ul rL M 0 C3 0 0 0 M co r -q ro r=1 0 t~ Lrl ru CO ru 171-- "I ti"I ru M 0 0 0 0 0 M co ra co rI 0 tt U.S. Postalervice CERTIFIED MAIL° RECEIPT Domestic Mail Only wehsito at www.usps.c.,,- For delivery information, visit our 171- ul rL M 0 C3 0 0 0 M co r -q ro r=1 0 t~ Lrl ru CO ru 171-- "I ti"I ru M 0 0 0 0 0 M co ra co rI 0 tt REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # I am opposed l� for Name Address ac) Date 9 on the agenda. Telephone No. �� 7�