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HomeMy WebLinkAboutS-1312-A ApplicationNAME PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 15 May 2017 TYPEISSUE COMMENTS THE HAMILTON APARTMENTS Z-7500-F All Central Arkansas Water requirements in ;ONG-FORM PD-R effect at the time of request for water service must be met. The plan indicates considerable drainage, parking lot, and driveway improvements over two existing large diameter CAW water mains. These water mains must be protected and not damaged during construction of improvements. CAW requests cross sections along the centerline of the two water mains indicating elevations, grades, and improvement sections, subject to review and modification by CAW before any approval of this improvement is made. A water main extension will be needed to provide water service to this property. 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. 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. NAME TYPE ISSUE COMMENTS 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 LOT 2 CHENAL COMMERCIAL Z-4470-1 All Central Arkansas Water requirements in PARK SHORT -FORM PCD effect at the time of request for water service must be met. The plan indicates considerable drainage, parking lot, and driveway improvements over two existing large diameter CAW water mains. These water mains must be protected and not damaged during construction of improvements. CAW requests cross sections along the centerline of the two water mains indicating elevations, grades, and improvement sections, subject to review and modification by CAW before any approval of this improvement is made. 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. 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 NAME TYPEISSUE THE PARKS LONG -FORM PD-R Z-9220 COMMENTS 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. 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). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 4 NAME TYPE ISSUE COMMENTS WISTERIA ADDITION PRELIMINARY PLAT S-1794 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). 5 NAME TYPE ISSUE COMMENTS LOTS 9B-9E NORTHWEST Z-5099-G All Central Arkansas Water requirements in TERRITORY SHORT -FORM PCD 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. 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 NAME TYPE ISSUE COMMENTS LBPC SHORT -FORM PID Z-1412-C 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. 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. 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. STEPHENS ADDITION REPLAT - S-1626-A All Central Arkansas Water requirements in LOTS 2R-A, 2R-B, AND 2R-C effect at the time of request for water service must be met. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 7 NAME TYPEISSUE ST. MARGARET'S EPISCOPAL Z-5773-B CHURCH LONG -FORM PDR COMMENTS 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. 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. 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 0 NAME TYPE ISSUE COMMENTS 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. HYDE PARK REPLAT S-1793 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. 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). 9 NAME TYPE ISSUE COMMENTS NORRIS FURNITURE SHORT- Z-6698-D FORM REVISED PCD 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. 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. 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 10 NAME TYPE ISSUE COMMENTS with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 11 NAME ISLAMIC CENTER OF LITTLE ROCK WET SHORT -FORM PD-R TYPE ISSUE COMMENTS Z-7812-B 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. 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. 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 12 NAME TYPE ISSUE COMMENTS MICKLES SHORT -FORM PD-C Z-9219 thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. All Central Arkansas Water requirements in effect at the time of request for water service must be met. 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. 13 NAME TYPE ISSUE 724 WOODROW STREET Z-928 SHORT -FORM PCD COMMENTS 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. 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. 14 NAME TYPE ISSUE COMMENTS MARKHAM CENTER SQUARE S-1312-A All Central Arkansas Water requirements in SUBDIVISION SITE PLAN effect at the time of request for water service REVIEW 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. 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 15 James, Donna From: Floriani, Vince Sent: Monday, May 15, 2017 3:40 PM To: James, Donna Subject: Revised PW Comment -PC Agenda 6-8-17 Donna, Please add this comments to the following: Wisteria Addition - 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. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 6-8-17 Z File Number 5-1312-A Markham Center Square Subdivision Site Plan 9101 W. Markham St. 1 W. Markham St. 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 Repair or replace any curb and gutter or sidewalk that is damaged 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. 4 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 5 Provide the proposed top of finished floor elevation on the site plan. 6 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. An elevation certificate is required to be provided prior to the issuance of the certificate of occupancy. 7 On site striping and signage plans should be forwarded to Public Works, Traffic Engineering for approval with the site development package. Z File Number 5-1626-A Stephens Addition Replat Lots 2R-A, 2R-B, 2R-C 7 - 11 Pine View Place 1 The existing vehicular access from 13620 Pleasant Forest Dr. connecting with Pine View Place should be disconnected prior to plat approval. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to plat approval. Z File Number 5-1794 Wisteria Addition Preliminary Plat David O Dodd Rd south of Koen Lane 1 David O Dodd 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 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to David O Dodd Rd including 5-foot sidewalks with planned development. The new back of curb should be located at least 24 ft from the centerline. Monday, May 15, 2017 Page 1 of 10 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 Is an alternate pedestrian circulation system being proposed? 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 6 Storm water detention ordinance applies to this property. The detention facility shows to be off the subject property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owners association. Is the proposed detention pond located within the floodway? 7 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. 8 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 9 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. 10 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 1 I 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. 14 With the limited street improvements proposed and no street improvements proposed in the near future, the intersection of Wisteria Lane a David O Dodd Rd creates unsafe driving conditions due to the existing 90 degree curve in David O Dodd Rd. Vehicular accidents occur commonly at this location. Vehicles stopping for left turns, increase in traffic volumes and limited sight distance in the 15 MPH curve will increase the hazard. Access should be taken from adjacent right-of-way with an emergency access taken to David O Dodd Rd. Z File Number Z-1412-C LBPC PID 1637 E. 15th St. 1 Due to the proposed use of the property, the Master Street Plan specifies that Security Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 A 20 feet radial dedication of right-of-way is required at the intersection of E. 15th St. and Security Ave. 3 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements such as fencing and proposed located in the right-of-way. 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Security Drive with planned development. The new back of curb should be constructed 18 ft from centerline. The property is within a sidewalk exclusion zone. Monday, May 15, 2017 Page 2 of 10 5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. Z File Number Z-1793 Hyde Park Replat Madison St. b/w Charles Bussey & W 22nd St 1 Madison 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 W. 22nd 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. 3 W. 21 st St. is classified on the Master Street Plan as a residential street. A dedication of right-of-way to a total width of 50 feet will be required. 4 A 20 feet radial dedication of right-of-way is required at the intersection of Charles Bussey and Madison St. 5 A 20 feet radial dedication of right-of-way is required at the intersection of W. 22nd St. and Madison St. 6 A 20 feet radial dedication of right-of-way is required at the intersection of W. 21 st St. and Madison St. 7 The proposed public alleys should be private utility and access easements and maintained by the developer or property owner association. CLR vehicles cannot provide services within the alley due to the no thru access is provided. 8 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Charles Bussey Ave. including 5-foot sidewalks with planned development. The new back of curb should be placed 13 ft from centerline. 9 Sidewalks with appropriate handicap ramps are required to be provided adjacent to Madison St. and 22nd St. in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 10 With site development, provide design of street conforming to the Master Street Plan. Construct full street improvement to W. 21 st St. including 5-foot sidewalks with planned development. The street width should be at least 26 ft. 11 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 12 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 an advanced grading permit being requested to advance grade future phases with Phase 1? 13 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 14 Per Sec. 29-102 an evaluation should be conducted on the basis of existing downstream development and any analysis of stormwater runoff with and without the proposed development. If the proposed development will cause or increase downstream flooding conditions, provisions to minimize such flooding conditions should be included in the design of the storm management improvements. Such provisions may include downstream improvements and/or detention of stormwater runoff and its regulated discharge to the downstream storm drainage system. Monday, May 15, 2017 Page 3 of 10 15 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, land owner, and/or property owner association. 16 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. 17 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 18 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. 19 Since Madison St. is 24 ft in width, show on the plat that parking will be restricted on the east side of Madison St. 20 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. 21 Obtain a franchise agreement from Public Works (Bennie Nicolo, 371-4818) for the private improvements such as the Madison St. retaining wall located in the right-of-way. 22 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 23 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. Z File Number Z-4470-I Lot 2 Chenal Commercial Park PCD 100 block Wellington Hills Road 1 Repair or replace any curb and gutter or sidewalk that is damaged 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. Is a variance being requested to advanced grading future phases with construction of Phase 1? 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 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. 7 All driveways shall be constructed with concrete aprons per City Ordinance. The driveway apron radius cannot extend beyond the projection of the side property line to the street. The driveway radius cannot be greater than 15 ft. Monday, May 15, 2017 Page 4 of 10 8 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The proposed driveway is less than 50 ft from the existing Walgreens driveway to the south. Driveway spacing on an arterial street is 300 ft from other driveways and intersections and 150 ft from side property lines. Due to the limited street frontage and the CAW raw water line, the proposed driveway should be moved to the north and centered on the subject property between the 2 existing driveways. The width of driveway must not exceed 36 feet. 9 Any land alteration or encroachments within water line easement must be approved by Central Arkansas Water. 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. Z File Number Z-5099-G Lots 913-9E Northwest Territory PCD B/W Chenal Parkway and Cantrell Rd 1 Chenal Parkway 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 Cantrell Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. Is a variance being requested? 3 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Chenal Parkway including 5-foot sidewalks with planned development. The new back of curb should be located at least 29.5 ft from centerline. Are street improvements proposed to be phased? 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Cantrell Road including 5-foot sidewalks with planned development. The new back of curb should be located at least 29.5 ft from centerline or as required by AHTD. Ordinance 19,883 was approved by the BOD which deferred construction of street improvements to Chenal Parkway and Cantrell Rd for lots 1, 2, 3, 5, 6,7,8, and 9A until lot 9 develops. The specific deferral is for constructing approximately 4850 linear ft of widening for one and one half lanes, curb and gutter, sidewalks, drainage, street lights and intersection improvements on both sides of Chenal Parkway and the north side of Cantell Rd for the length of the frontage. 5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 6 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 7 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. A variance is being requested to advance grade future phases with construction of Phase 1. 8 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 association. 9 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. 10 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. Monday, May 15, 2017 Page 5 of 10 11 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 12 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. 13 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 14 The proposed private streets creates a cut thru street. The street was previously approved as shown on plan. Z File Number Z-5773-B St. Margaret's Episcopal Church PD-R 20900 Chenal Parkway 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 With the issuance of a building permit, sidewalks with appropriate handicap ramps are required to be installed adjacent to Chenal Parkway in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. Z File Number Z-6698-D Norris Furniture Rev PCD 3900 John Barrow Rd 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. Z File Number Z-7500-Fa Hamilton Apartment PD-R 14810 Cantrell Road 1 Repair or replace any curb and gutter or sidewalk that is damaged 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. Is the project proposed to be constructed in 1 phase? 3 The fill placed within floodway should be removed and vegetation established, prior to the item being heard by the Little Rock Planning Commission. 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 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, property owners assocation, 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. 7 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 8 The minimum Finish Floor elevation of at least 1 ft or more above the base flood elevation is required to be shown on plat and grading plans. Monday, May 15, 2017 Page 6 of 10 9 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. 10 With portions of the proposed development within the floodway, a Conditional Letter of Map Revision (CLOMR) must be approved prior to issuance of a grading permit. A Letter of Map Revision (LOMR) must be approved to revise the floodway prior to issuance of the building permit even if the LOMR is being prepared by another party. 11 Due to the proposed traffic volumes, the existing driveway creates left turn conflicts with Jerry Drive. The existing driveway should be relocated to align with Jerry Drive to alleviate the unsafe driving condition. 12 Will the west driveway serve as an emergency access only or will provide a 2nd full access for all apartment occupants. Show on plan the emergency access connection planned for the Village at Isom Creek Subdivision located to the west. 13 If proposed for a 2nd access by apartments occupants, obtain approval for use of shared access easement located at the Taylor Loop Rd/Hwy 10 Intersection. 14 Per Chapter 36, no parking is allowed within the floodway. 15 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. 16 Show proposed location of gates, call box(s), and turnaround for a SU-30 vehicle. 17 Submit a Traffic Impact Study for the proposed project due to the amount of vehicular traffic on Hwy 10 and the amount of left turn movements. Study should address trip generation and trip distribution for the development and also should take into account existing and projected traffic growth. 18 Cantrell Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. 19 The access to the property should be provided by a shared access easements. The access easements should be constructed to minor commercial street standards (31 ft wide) with sidewalks. On the east the shared access easement, street width should be 36 ft from existing building to Cantrell Road. The west access at the Taylor Loop Road intersection is proposed to be taken thru an existing parking lot not constructed to a private commerical street standard with noncompliant driveway spacing, back -out parking, no pedestrian access, and not constructed to a standard street section. 20 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 21 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. 22 A right turn lane should be constructed on Cantrell Road for the east driveway and the taper extend to the adjacent property's driveway if access other than emergency only access to the apartments is planned. A taper should be provided with a 100 ft taper and 50 ft stack. 23 The proposed access easement cannot be used to back vehicles. All parking spaces adjacent to the access easement must be removed. The easements should be constructed to commercial street standard with sidewalks. 24 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. The undisturbed strip should be measured from the top of the bank. Monday, May 15, 2017 Page 7 of 10 Z File Number Z-7812-B Islamic Center of Little Rock West PD-R 14900 Kanis Rd 1 Kanis 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-half street improvement to these streets including 5-foot sidewalks with planned development. The new back of curb should be located 29.5 ft from centerline. An EB left turn lane should be striped. Additional paving beyond the side property lines maybe needed for lane tapers and 3 All driveways shall be concrete aprons per City Ordinance. 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 construction of Phase 1? 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 6 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 land owner. 7 Show driveway locations on the west side of Kanis Road. 8 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 9 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. 10 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 11 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. 12 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. 13 Submit a Traffic Study which contains a Traffic Control Plan 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 plan should consider the proposed # of students, grades, # of faculty, school times, and existing school traffic on Kanis Road. 14 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-9219 Mickles PD-C 2904 S. Arch St. 1 Arch St. is classified on the Master Street Plan as a principal arterial with spcial design standards. Dedication of right-of-way to 35 feet from centerline will be required. Monday, May 15, 2017 Page 8 of 10 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 Backing into the public right-of-way (Arch St.) creates safety hazards and is not permitted. 4 Show the proposed parking configuration. At least 40 ft wide parking area is required for 90 degree parking. 5 Obtain permits for improvements within State Highway right-of-way from AHTD, District VZ. 6 The existing driveway is too narrow for 2 way traffic. Z File Number Z-9220 The Parks PD-R Southside of Mann Rd Additional 1 Mann Rd 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 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Mann Rd including 5-foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline. Additional widening to 24 ft from centerline, tapers, and striping should be provided for lane shifts and WB left turn lanes. paving maybe required to comply with AASHTO guidelines. 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 an advance grading variance requested to advance grade future phases of the subdivision with the issuance of grading permit for the previous phase? 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 due to the large drainage areas at the rear of lots. 5 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 property owners association as detailed in the bill of assurance. 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. 7 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. 8 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 9 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. 10 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 11 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. 12 Provide explanation for proposed improvements on northside of Mann Road. Monday, May 15, 2017 Page 9 of 10 Z File Number Z-928 724 Woodrow Street PCD 724 S. Woodrow St. 1 Woodrow St. 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 Due to the proposed use of the property, the Master Street Plan specifies that Lamar 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 Woodrow St. and Lamar St. 4 The proposed Lamar St. driveway should be moved west to the public alley with access provided to the alley if desired in the future. 5 Repair or replace any curb and gutter or sidewalk that is damaged and remove driveway aprons not proposed to be used in the public right-of-way prior to occupancy. 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 construction. Monday, May 15, 2017 Page 10 of 10 To: Dana Carney, Zoning & Subdivision Manager Date: 5-15-17 Donna James, Zoning Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z-7500-F 14810 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; crichev@littierock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-4470-1 100 Block of Wellington Hills 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 Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-9220 Mann Road Just south NC 5-1794 David O Dodd Road south of Koen Lane NC Z-5099-G South side of The Divide Parkwav 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 Mark Alderfer at 501.371.4875; malderfer@littlerock.eov . Z-1412-C 1637 East 15th Street NC 5-1626-A 7-11 Pine View Place NC Z-5773-B 20900 Chenai Parkway 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.goy or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . 5-1793 Madison S. between Charles Bussey and West 22"d NC Z-5598-D 3900 John Barrow Road 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: NOTE: Contact FM Capt. Chris Sanders to coordinate an on -site review. 501-918-3782 Curtis Richey at 501.371.4724; crichev(@littlerock.org or Mark Alderfer at 501.371.4875; malderfer@Tittlerock.org. Z-78152-8 14900 Kanis 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 Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-9219 2904 South Arch Street 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: NOTE: Contact FM Capt. Chris Sanders to coordinate an on -site review. 501-918-3782 Curtis Richey at 501.371.4724; criche littlerock.or or Mark Alderfer at 501.371.4875; malderfer littlerock.or . Z-928 724 South Woodrow Street 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 Mark Alderfer at 501.371.4875; maiderfer(@Iittlerock.gov . 5-1312-A 9101 West Markham Street 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@ little rock.goy or Mark Alderfer at 501.371.4875; mafderferClittlerock.gov . Regards, Curtis Richey Commercial Plans Examiner MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE MAY 17, 2017, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: MAY 12, 2017 1. 7-11 Pine View Place S-1626-A No Comment 2. Madison St between Charles Bussey and W 22nd S-1793 No Comment 3. David O Dodd Road south of Koen Lane (S-17941 No Comment 4. 9101 West Markham S-1312-A Site plan must comply with the City's minimal landscape and buffer ordinance requirements. 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. 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 (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. Any exiting landscape or irrigation disturbed by construction shall be repaired or replaced before completion and final acceptance of the project. Note on plan any existing trees or groups of trees that are to remain. Trees selected for preservation shall have the area within the dripline fenced with protective fencing and protected from development activities. Graphically indicate the area to be protected on the plan and provide detail of the protective fencing. The dumpster enclosure adjacent to the Markham right-of-way shall be constructed of brick or block. In addition trees screening plant material shall be provided between the right-of-way and the dumpster enclosure. 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. 5. 1637 East 151" Street (Z-1412-C Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Any new development will need to adhere to the current landscape code. 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. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. 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 (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. 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. 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. 100 Block of Wellington Hills Road (Z-4470- Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (1/z) the fall width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. 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 or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Perimeter planting strips are partially deficient on the south and west sides of the property. 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 included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. 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. Landscape areas will need to be added for the commercial building. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. 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. 7. South Side of the Divide Parkwa Z-5099-G Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Highway 10 Scenic Corridor Overlay District. The Highway 10 frontage (front yard) shall consist of a minimum of forty (40) feet of landscaped area exclusive of right-of-way. The landscaped area shall contain organic and/or combined man-made/organic features such as berms, brick walls and dense plantings such that vehicular use areas are screened when viewed from an elevation of forty-two (42) inches above the elevation of the adjacent street. Trees shall be planted or be existing at least every twenty (20) feet and have a minimum of two (2) inches in diameter when measured twelve (12) inches from the ground at time of planting. Provide screening shrubs no less than thirty (30) inches in height at installation with an average linear spacing of not less at three (3) feet within the required landscape area 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 or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. 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. 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 (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. A landscape irrigation system shall be required as per Highway 10 site design and development standards. 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. 8. 20900 Chenal Parkway (Z-5773-B Site plan must comply with the City's minimal landscape and buffer ordinance and the Chenal Overlay District requirements. Any new site development will need to adhere to the current landscape code. 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. 3900 John Barrow Road (Z-6698-D) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Any new site development will need to adhere to the current landscape code. If building rehabilitation exceeds fifty percent (50%) of the replacement cost then the landscaping and buffer must also come into compliancy accordingly. 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. 14810 Cantrell Road (Z-7500-F) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. 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 minimum dimension shall be nine (9) feet. The maximum dimension required shall be fifty (50) feet. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. The properties to the north, east and west are zoned R-2. The average width of the lot is approximately eight hundred and thirty (830) feet. A fifty (50) foot buffer will be required in this area. The average depth of the lot is approximately five hundred and seventy-five (575) feet. A minimum thirty-five (35) foot will be required. The west buffer and a portion of the north buffer is deficient. 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. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. 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 included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. 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. 11. 14900 Kanis Road (Z-7812-B) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. 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. 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 maximum dimension required shall be fifty (50) feet. The average depth of the lot is approximately four hundred and ten (410) feet in depth. A minimum twenty-five (25) foot buffer is required. Street buffer is deficient. 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. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A portion of the perimeter planting strip adjacent to Kanis Road is less than nine (9) feet. 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 properties to the north, south, and east are zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. 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 included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. 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. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. 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. 12. 724 South Woodrow Street Z-9218� Site plan must comply with the City's minimal landscape and buffer ordinance requirements. 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. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. The property is located in the City's designated mature area. A twenty-five (25%) percent reduction of the perimeter width requirements is acceptable. 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. 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. 13.2904 South Arch Street Z-921 Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Any new site development will need to adhere to the current landscape code. 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. 14. Mann Road (Z-9220) No Comment AN Entergv May 11, 2017 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 Entergy Arkansas Inc. #9 Entergy Court Little Rock, AR 72211 RE: Entergy comments related to Planning and Zoning items for the June Bch Meeting Ms. James, 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 May 15tn, 2017. ■ The Hamilton Apartments — behind 14810 Cantrell Road: Z-7500-F Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. Power lines exist to the east along Pinnacle Valley Road and to the south serving existing customers in the area. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. • Lot 2 Chenal Commercial Park —100 Blk of Wellington Hills Rd: Z-4470-I Entergy requires more information on the location of this proposal. The print provided gave the block number and a lot number, but no other landmarks to be able to match the location with Entergy's facilities mapping system. There is the potential that an Entergy Transmission line borders the property. More specific information relevant to the Transmission line and its easement may be required. • The Parks - Planned residential development — Mann Rd: Z-9220 Entergy Distribution does not object to this proposal. A three phase power line exists along the southern edge of Mann Road on the north side of this property. Single phase, Distribution power lines are also in the vicinity serving established residential areas to the east and south. However, the development also involves an existing Entergy Transmission power line and easement as depicted on the drawing. There are three proposed road crossings and multiple pedestrian walking trails traversing Transmission easements. Please contact Entergy Transmission well in advance to discuss the future use of its easements and contact Entergy Distribution in advance to discuss future service requirements, new Distribution facilities locations and adjustments to existing Distribution facilities (if any) as this project proceeds. • Wisteria Addition Preliminary Plat — David O Dodd south of Koen Ln: S-1794 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. Power lines exist to the east along the west side of David O. Dodd Road and to the north along Koen Lane serving existing customers in the area. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. • Lots 9B-9E Northwest Territory — South side of The Divide Pkwy: Z-5099-G Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. A three phase power line exists to the south along the north side of Cantrell Road. Caution should be used when constructing a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. LBPC —1637 East 15th St: Z-1412-C Entergy does not object to this proposal. Service is already being provided to this property from the east side with no apparent conflicts with existing facilities. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. Stephens Addition Replat — Lots 2R-A, 211-13, 211-C — 7 toll Pine View Place: S-1626-A Entergy does not object to this proposal. There is an existing underground power line running between lots 2R-B and 2R-C and an overhead power line on the eastern edge of Lot 2R-C. These facilities will need to remain in place with their current easements. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) to serve future residences when this proposal proceeds. • St. Margaret's Episcopal Church — 20900 Chenal Parkway.: Z-5773-B Entergy does not object to this proposal. There is an existing underground power line running from Chenal Parkway on the west to a padmount transformer at the NW corner of the existing worship center, but it does not appear to be in conflict with the proposed expansion. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Hyde Park Replat — Madison St between Charles Bussey & West 22°d : S-1793 Entergy does not object to this proposal. Overhead power lines run along Charles Bussey to the north and along Madison to the west of this development. An existing underground, three phase, power line runs from Madison Street to a padmount transformer in the center of the property. This will need to be removed. The rest of Entergy's facilities do not appear to be in conflict with the proposed plans. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Norris Furniture — 3900 John Barrow Rd.: Z-6698-D Entergy does not object to this proposal. Service is already being provided to this property from the north of the property via an underground service line to the back of the building. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. * Islamic Center of Little Rock —14900 Kanis Road: Z-7812-B Entergy does not object to this proposal. An existing three phase, power line exists on the west side of Kanis Road at this location, but does not appear to be in conflict with the proposed plans. There are a couple of small single phase lines which cross Kanis Road and extend into the property that will likely need to be removed prior to development commencing. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Mickles Short -form — 2904 South Arch St: Z-9219 Entergy does not object to this proposal. Service is already being provided to this property from the alley to the west of the property to the back of the building. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. ■ 724 Woodrow Street — restaurant and car charging station — 724 South Woodrow St.: Z- 928 Entergy does not object to this proposal. A three phase power line exists along the east of the property along Woodrow Street and a single phase overhead line existing in the alley to the north of the property. Neither appears to be in conflict with the proposed plans. Caution should be used when constructing a drive underneath the existing power line to ensure that all proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Markham Center Square Subdiv Site Plan — 9101 West Markham St.: S-1312-A Entergy does not object to this proposal. An existing overhead power line exists along West Markham Street on the north side of this property. It does not appear to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. If you need further assistance you may call me at 501-954-5158 or e-mail me at bneumei@entergy.com. Sincerely, Bernard Neumeier, P.E. Region Engineering Supervisor Entergy Arkansas, Inc. To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following Locations: Z-7500-F 14810 Cantrell Fire Hydrants. Date: May 9, 2017 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. 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— 13105.4 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 permitted to be places with the approval 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. Multi-Familv Residential Developments 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 H drants 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-4470-1 100 Block of Wellington Hills Road 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. Lo_adin 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. 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 permitted to be places with the approval of the fire code official. 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. npnd 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. 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-9200 Mann Road just south 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. 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 ASTIVI 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 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1794 David O Dodd Road south of Koen Lane 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. 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 S. 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-Familv 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: 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 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-5099-G South side of the Divide Parkway 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 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 permitted to be places with the approval of the fire code official. 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-1412-C 1637 East 151" Street 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. S-1626-A 7-11 Pine view Place 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. Z-5773-B 2090❑ Chenal Parkway 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. 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 permitted to be places with the approval 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. 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. 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. Locking device specifications shall be submitted for approval \by the fire code official 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. S-1793 Madison St. between Charles Bussev and West 22nd street. 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. 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 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-6698-D 3900 John Barrow Road 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. 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. Z-7812-B 14900 Kanis Road 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 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 permitted to be places with the approval 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. I 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-9219 2904 South Arch Street Full plans review Z-928 724 South Woodrow Street Full plans review 5-1312-A 9101 West Markham Street Full plans 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. 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. Regards, Captain Rhodes and Captain Hogue Office: 918-3710 Z-1412-C Address: 1637 East 15tn Street Planning Division: This request is located in 130 Planning District. The Land Use Plan shows Industrial (1) for this property. The Industrial (1) category encompasses a wide variety of manufacturing, warehousing research and development, processing, and industry related office and service activities. Industrial development typically occurs on an individual tract basis rather than according to an overall development plan. The applicant has applied for a revised PID (Planned Industrial Development) to allow outdoor seating and parking. Master Street Plan: North of the property is E 15th Street and it is shown as a Collector on the Master Street Plan. East of the property is Security Ave and it is a Local Street 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 are no bike routes shown in the immediate vicinity. Z-4470-1 Address: 100 Block of Wellington Hills 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 0-3 (General Office District) to PCD (Planned Commercial Development) to allow construction of a Hotel and retail building with C-3 uses. Master Street Plan: East of the property is Wellington Hills Road and it is shown as a 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 Wellington Hills 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: There are no bike routes shown in the immediate vicinity. Z-5099-G Address: North West side of The Chenal Parkway/ Cantrell Road Planning Division- This request is located in Pinnacle Planning District. The Land Use Plan shows Commercial(C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for revised existing PCD (Planned Commercial District) to allow for four lots of C-3 (General Commercial District) use. The request is within the Highway 10 Overlay District. Master Street Plan: North of the properties is Chenal Parkway and it is shown as a Minor Arterial on the Master Street Plan. South of the properties is Cantrell Road and it is shown as a Principal 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 Chenal Parkway since it is a Minor Arterial. 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. 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 I Bike Path shown along the Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or/and easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). There is a Class III Bike Route shown on Chenal Parkway. These Bike Routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-5773-B Address: 20900 Chenal Parkway. Planning Division; This request is located in Chenal Planning District. The Land Use Plan shows Public Institution (PI) for this property. 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 R-2 CUP (Single Family District) (Conditional Use Permit) to PDR (Planned Development Residential) for Church Master Campus Plan. The request is within the Chenal Overlay District Master Street Plan: North of the property is Chenal Valley Drive and it is shown as a Local Street on the Master Street Plan. West of the Property is Chenal Parkway and it shown as a Principal Arterial 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. 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 Chenal Parkway since it is a Principal Arterial. 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 I Bike Path shown along the Chenal Parkway. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or/and easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-6698-D Address: 3900 John Barrow Road Planning Division: This request is located in Boyle Park Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC) for this property. The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a revised Planned Commercial Development to add C-1 (Neighborhood Commercial District) uses as allowable uses. The request is within the John Barrow Road Overlay District Master Street Plan: East of the property is John Barrow Road and it is shown as a 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 John Barrow 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: There is a Class II Bike Lane shown going along John Barrow Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-7500-F Address: Behind 14810 Cantrell Road Planning Division: This request is located in River Mountain Planning District. The Land Use Plan shows Residential Low Density (RL) and Transitional (T). The Residential Low Density 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. Transition is a land use plan designation that provides for an orderly transition between residential uses and other more intense uses. Uses that may be considered are low -density multi -family residential and office uses if the proposals are compatible with quality of life in nearby residential areas. The applicant has applied for a rezoning from R-2 (Single Family District) and PCD (Planned Commercial Development) to PDR (Planned Development Residential) to allow a new apartment complex. Master Street Plan: There are no streets shown in the immediate vicinity. Bicycle Plan: A Class I Bike Path is shown. 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. Thirteen -foot paths are recommended when not along streets. Z-7812-B Address: 14900 Kanis Road Planning Division: This request is located in Ellis Mountain Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density 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 revised PDR (Planned Development Residential) to allow a school as an acceptable use. Master Street Plan: West of the property is Kanis Road and it is shown as a 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. 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-9218 Address: 724 South Woodrow Street Planning Division: This request is located in 1630 Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density 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 PCD (Planned Commercial Development) to allow a Contain Restaurant and electric car charging station. Master Street Plan: West of the property is South Woodrow Street and it is shown as a Minor Arterial on the Master Street Plan. South of the property is Lamar Street and it is shown as a Local Street 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 South Woodrow Street. 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. Z-9219 Address: 2904 South Arch Street Planning Division: This request is located in Central City Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density 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-4 (Single Family District) to PCD (Planned Commercial Development) to allow for a Beauty Salon. Master Street Plan: East of the property is South Arch Street and it is shown as a Principal Arterial on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on South Arch Street 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 II Bike Lane is shown along South Arch Street. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9220 Address: Mann Road just south of Wilderness Road Planning Division: This request is located in Geyer Springs West Planning District. The Land Use Plan shows Light Industrial (LI) and Park/Open Space (PK/OS) and Residential Low Density (RL) for the application area. 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 Park/Open Space category includes all public parks, recreation facilities, greenbelts, flood plains, and other designated open space and recreational land. The Residential Low Density 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 (Singe Family District) to PDR (Planned Development Residential) to allow for a small lot single family subdivision. Master Street Plan: North of the application is Mann Street 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: A Class II Bike Lane is shown along Mann Rd. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-1412-C Address: 1637 East 15tn Street Planning Division: This request is located in 130 Planning District. The Land Use Plan shows Industrial (1) for this property. The Industrial (1) category encompasses a wide variety of manufacturing, warehousing research and development, processing, and industry related office and service activities. Industrial development typically occurs on an individual tract basis rather than according to an overall development plan. The applicant has applied for a revised PID (Planned Industrial Development) to allow outdoor seating and parking. Master Street Plan: North of the property is E 15th Street and it is shown as a Collector on the Master Street Plan. East of the property is Security Ave and it is a Local Street 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 are no bike routes shown in the immediate vicinity. Z-4470-1 Address: 100 Block of Wellington Hills 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 0-3 (General Office District) to PCD (Planned Commercial Development) to allow construction of a Hotel and retail building with C-3 uses. Master Street Plan: East of the property is Wellington Hills Road and it is shown as a 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 Wellington Hills 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: There are no bike routes shown in the immediate vicinity. Z-5099-G Address: North West side of The Chenal Parkway/ Cantrell Road Planning Division: This request is located in Pinnacle Planning District. The Land Use Plan shows Commercial(C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for revised existing PCD (Planned Commercial District) to allow for four lots of C-3 (General Commercial District) use. The request is within the Highway 10 Overlay District. Master Street Plan: North of the properties is Chenal Parkway and it is shown as a Minor Arterial on the Master Street Plan. South of the properties is Cantrell Road and it is shown as a Principal 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 Chenal Parkway since it is a Minor Arterial. 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. 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 I Bike Path shown along the Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or/and easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). There is a Class III Bike Route shown on Chenal Parkway. These Bike Routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-5773-B Address: 20900 Chenal Parkway. Planning Division- This request is located in Chenal Planning District. The Land Use Plan shows Public Institution (PI) forthis property. 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 R-2 CUP (Single Family District) (Conditional Use Permit) to PDR (Planned Development Residential) for Church Master Campus Plan. The request is within the Chenal Overlay District Master Street Plan: North of the property is Chenal Valley Drive and it is shown as a Local Street on the Master Street Plan. West of the Property is Chenal Parkway and it shown as a Principal Arterial 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. 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 Chenal Parkway since it is a Principal Arterial. 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 I Bike Path shown along the Chenal Parkway. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or/and easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-6698-D Address: 3900 John Barrow Road Planning Division: This request is located in Boyle Park Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC) for this property. The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a revised Planned Commercial Development to add C-1 (Neighborhood Commercial District) uses as allowable uses. The request is within the John Barrow Road Overlay District Master Street Plan: East of the property is John Barrow Road and it is shown as a 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 John Barrow 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: There is a Class II Bike Lane shown going along John Barrow Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-7500-F Address: Behind 14810 Cantrell Road Planning Division: This request is located in River Mountain Planning District. The Land Use Plan shows Residential Low Density (RL) and Transitional (T). The Residential Low Density 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. Transition is a land use plan designation that provides for an orderly transition between residential uses and other more intense uses. Uses that may be considered are low -density multi -family residential and office uses if the proposals are compatible with quality of life in nearby residential areas. The applicant has applied for a rezoning from R-2 (Single Family District) and PCD (Planned Commercial Development) to PDR (Planned Development Residential) to allow a new apartment complex. Master Street Plan: There are no streets shown in the immediate vicinity_ Bicycle Plan: A Class I Bike Path is shown. 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. Thirteen -foot paths are recommended when not along streets. Z-7812-B Address: 14900 Kanis Road Planning Division: This request is located in Ellis Mountain Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density 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 revised PDR (Planned Development Residential) to allow a school as an acceptable use. Master Street Plan: West of the property is Kanis Road and it is shown as a 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. 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-9218 Address: 724 South Woodrow Street Planning Division: This request is located in 1630 Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density 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 PCD (Planned Commercial Development) to allow a Contain Restaurant and electric car charging station. Master Street Plan: West of the property is South Woodrow Street and it is shown as a Minor Arterial on the Master Street Plan. South of the property is Lamar Street and it is shown as a Local Street 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 South Woodrow Street. 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. Z-9219 Address: 2904 South Arch Street Planning Division: This request is located in Central City Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density 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-4 (Single Family District) to PCD (Planned Commercial Development) to allow for a Beauty Salon. Master Street Plan: East of the property is South Arch Street and it is shown as a Principal Arterial on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on South Arch Street 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 II Bike Lane is shown along South Arch Street. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9220 Address: Mann Road just south of Wilderness Road Planning Division: This request is located in Geyer Springs West Planning District. The Land Use Plan shows Light Industrial (LI) and Park/Open Space (PK/OS) and Residential Low Density (RL) for the application area. 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 Park/Open Space category includes all public parks, recreation facilities, greenbelts, flood plains, and other designated open space and recreational land. The Residential Low Density 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 (Singe Family District) to PDR (Planned Development Residential) to allow for a small lot single family subdivision. Master Street Plan: North of the application is Mann Street 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: A Class II Bike Lane is shown along Mann Rd. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Rock Region i METRO Rock Region METRO Planning and Subdivision Review Memo To: City of Little Rock Planning and Development, Dana Carney, Monte Moore From: Kathleen Lambert, Sr. Transit Planner Date: May 12, 2017 Re: Subdivision Reviews, June 8, 2o17 hearing 1) Z-7812-B Islamic Center of Little Rock West PDR- School,149oo Kanis Road a) Location is not currently served by METRO, but is in our long range plans. We suggest that the site plan connect the sidewalks from the sreet to the front of building for future transit service. METRO would expect to serve a facility of this nature with para-transit serve for students, aged residents and those with disabilities. Any canopies that overhang the drive aisle must be high enough to serve passengers at the entrance to the building as required by ADA. Verify heights with METRO paratransit vehicle documentation. 2) S-1312-A Markham Center Square, 91o1 West Markham Street, Subdivision Plan Review a) Location is served by METRO on route 5 West Markham. The bus stop is located along the sidewalk adjacent to the entrance curb -cut from the new fast food restaurant drive through. We are concerned about the amount of cars and car stacking in the area where pedestrians access the shopping center. We recommend protected pedestrian way stripping through the parking area for refuge. 3) Z-928 724 Woodrow St, PCD- Container Restaurant and Electric car charging station a) Location is served by METRO on route 5 West Markham. Stops are located on nearby 7t" St. We recommend a protected pedestrian way from the sidewalk to the front of business. 901 Maple Street, North Little Rock 72214 rrmetro.org 501-375-6717p K 4) Z-9219 Mickles, PDC — 2904 South Arch Street, Beauty Salon a) Location is served nearby by route z South Main. Metro does not support addition of surface parking in the residential neighborhood when there is ample on street parking. 5) Z-6698-D Norris Furniture PCD- 3900 John Barrow Road a) Location is served by route 9 West Central/ J. Barrow. The building is located on the transit route and the stop is nearby at 40th Street. We recommend sidewalk repairs as needed for access to the transit route. 6) 5-1793 Hyde Park replot of (24) residential lots, Madison St between Charles Bussey and 22nd St a) Location is served by METRO on route 16 UALR. We have no objections to the replat of the residential lots. 7) Z-5773-B St. Margaret Episcopal Church PDR, 20900 Chenal Parkway a) Location is not currently served by METRO but is on our long range plans. We advise the site plan include sidewalks for future access to the transit route. METRO would expect to serve a facility of this nature with para-transit serve for students, aged residents and those with disabilities. Any canopies that overhang the drive aisle must be high enough to serve passengers at the entrance to the building as required by ADA. Verify heights with METRO paratransit vehicle documentation. 8) S-1626-A Stephens Addition Replat- Lots 2R-a, 2R-b and zR-c, 7-11 Pine View Place a) Location is not currently served by METRO. We have not objections to the replat of these lots. 9) Z-1412-C 1637 East i5th Street, outdoor seating, bar and parking, PID a) Location is served by METRO on route zo Hanger Hill/ College Station. We have no objection to the plans as shown. Provide sidewalk improvments as needed along transit route. 10) Z-Sogg-G Lots 9B-(E Territory PCD, AR State Highway 10, Cantrell Rd. 3 a) Location is served by METRO on route 25 Roland Express. The location on Chenal has seen an increase in ridership commuting from downtown to employment in West Little Rock. The route is in ourfuture long range plans for increased frequency. Connect sidewalks to building entrances for access to the transit route. ii) S-1794 Wisteria Addition Preliminary Plat, David O. Dodd Road south of Koen Lane a) Location is not currently served by METRO but it is in our long range plans. We have no objections to the preliminary plat. We do recommend minimizing dead end streets which impacts future service especially paratransit, making the federally mandated service more expensive. iz) Z-922o The Parks residential development Mann Rd. a) Location is served by METRO on route 2.2. The development of this neighborhood street grid is important for residents to have access to the transit and paratransit services. Dead-end "lollipop" streets and disconnected sidewalk networks will impede resident's access to transit. We recommend along with the neighborhood exits on Mann Road that Peace Valley Road be improved and provided as an access exit out of the neighborhood. This will connect the transit route and provide efficient routing for paratransit services. 3-3) Z-447o-1 Chenal Commercial Park, PCD ioo Block of Wellington Hills Rd. a) Location is not currently served by METRO but is in our long range plans. Please provide more detail in site plan regarding the pedestrian access to the site. 3-4) Z-7500 Hamilton Apartments, near 1483.o Cantrell Rd. PDR a) The location is served by METRO nearby on route 25 Roland Express. The preliminary site plan does not show the road, pedestrian connection or in this case connections to the bike trail along Pinnacle Valley Rd. Please provide more information as to how the development would integrate to local transportation systems. James, Donna From: Townsend, Andrew W<and rew.townsend@centerpoi ntenergy.com > Sent: Thursday, May 11, 2017 4:28 PM To: James, Donna Subject: Centerpoint Energy Comments: File# Z-9220 Donna, please see below comments for File# Z-9220: "Centerpoint Energy currently owns and operates two natural gas transmission lines in parallel which run diagonally through the property from the southwest to the northeast. There is a "transmission line" indicated on the proposed plat, but it does not indicate if this is a gas, electric, or other type of transmission line. Therefore, please be advised that Centerpoint Energy requires the existing easement containing the Centerpoint Energy gas transmission lines remain in place and not be encroached upon." Thank you, Andrew'W. Townsend Engineer II 1 Southern Gas Operations I Arkansas/Oklahoma Region 401 W. Capitol Ave, Suite 600 1 Little Rock, AR 72201 Office:501-377-4679 1 Fax:501-377-4733 1 Mobile:501-519-1836 A nd rew. Townse nda. Center o i rktDIft[gX.gM . CeitGerPoint. fner • I Little Rock Wastewater Comments Project Number S-1312-A Project Name Project Type Markham Center Square Subdiv - Multi Bldg Site plan Subdivision Project Number S-1626-A Project Name Project Type Stephens Addition Replat Replat - Single Family Comment Made Sewer Available to this site. EAD Analysis Required. LRW records indicate sewer easement is 5' each side of exist. 12" sewer main. Easement must be retained, no building encroachment allowed. Comment Made Sewer Available to this site. Separate service connection required for each lot. Project Number S-1793 Project Name Project Type Comment Made Hyde Park Replat Replat Sewer main extension required with easements if new sewer service is required for this project. Project Number S-1794 Project Name Project Type Comment Made Wisteria Addition Preliminary Plat Sewer main extension required with easements if new sewer service is required for this project. Project Number Z-1412-C Project Name Project Type Comment Made LBPC Planned Development: Industrial Sewer Available to this site. Project Number Z-4470-1 Project Name Project Type Comment Made Chenal Commercial Park Planned Development: Commercial Sewer Available to this site. Capacity Fee analysis Lot 2 required. Project Number Z-5099-G Project Name Project Type Comment Made Lots 9B-9E Northwest Planned Development: Commercial Sewer main extension required with easements if new Territory sewer service is required for this project. EAD Analysis required Project Number Project Name Z-5773-B Project Type C . y}rT r'T'iCaii�"u121^ Thursday, May 11, 2017 Page 1 of 2 P St. Margaret's Episcopal Ch Planned Development: Residential Sewer Available to this site. Capacity Fee analysis required. Project Number Z-6698-D Project Name Project Type Comment Made Norris Furniture Planned Development: Commercial Sewer Available to this site. Please confirm whether sewer main is under building. Project Number Z-7500-F Project Name Project Type Comment Made The Hamilton Apartments Planned Development: Residential Sewer Main Relocation with new easements required as drawn. Exchange or abandonment of easement requires LRWRC approval. Capacity Fee Analysis required. Project Number Z-7812-8 Project Name Project Type Comment Made Islamic Center of Little Planned Development: Residential - Sewer main extension required with easements if new Rock - West School sewer service is required for this project. Capacity Fee Analysis Required; LRWRC Approval required if pumping out of basin Project Number Z-C219 Project Name Mickles Project Number Z-9220 Project Name The Parks Project Number Z-928 Project Name 724 Woodrow Street Container Restaurant Project Type Comment Made Planned Development: Commercial Sewer Available to this site. Project Type Comment Made Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Engineering Study required for capacity of receiving lines. Project Type Comment Made Planned Development: Commercial Sewer Available to this site. EAD Analysis required. Thursday, May 11, 2017 Page 2 of 2 �11-1 t f �Px f 1 sK I 111 qm m O z d� za 4 9 D:� C) Cn mr- 0 O I � a P lip I'° � �s m a€ e� ', z s e `4 r ye � � - a P P S :: Iga�g;� n s x S _ �� �p � ���ac � F€�s .�� a g�•� �$ � � q �'rs ��5 �... �� � �i � � k7 B @ � � Up - AU � 90 sup. 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C uP CJ ❑ 73 fE::T 0 4[] [-dl2 a ��MAYFCOWER:RO QaQ❑ op=EDa SC 4 :8 oQ o �o o a�77�Iod " a° dQ aC] Q QoC�: F » O ��dgLJd�d��o ❑ ° ❑❑� 0 ❑ Q o 0 O ❑ ❑Qdddd4 o o CT—a3 P_ENROSE:L-N aQd I]E� Q �vdQ Area Zoning City of Little Rock Planning & Development ME R2 CUP �Z u 12 Case: S-1312-A Location: 9101 West Markham Street Ward: 6 N PD: 2 CT:22.08 0 200 400 TRS: T1 N R13W 2 Feet City of Little Rock Planning & Development Case No: S-1312-A Name: Markham Center Square Sub. Location: 9101 West Markham Street Title: Site Plan Review N A City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501 ) 399-3435 or 371-6863 Subdivision July 24, 2017 Randall Harris & Associates 16043 Barbarossa Drive Huston, TX 77083 Re: S-1312-A — Markham Center Square Subdivision Site Plan Review, located at 9101 West Markham Street Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on July 20, 2017: x Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. Deferred to the Other: Meeting. If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator City of Little Rock Department of Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 June 14, 2017 Randall Harris & Associates 16043 Barbarossa Drive Huston, TX 77083 Planning Zoning and Subdivision Re: S-1312-A — Markham Center Square Subdivision Site Plan Review, located at 9101 West Markham Street Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on June 8, 2017: Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. X Deferred to the July 20, 2017 Meeting, Other: If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator sitpin.doc INFORMATION SHEET FOR SUBDIVISION PUD's PD's ZONING OR SUBDiVISI6N SITE! PLAN' REVIEWS ITEM NO. DATE 05/15/2017 FILE NO. NAME: Taco Bueno W Markham LOCATION: 91QJe Rock, AR DEVELOPER: Restinvest II, LLC, STREET ADDRESS 611 South Elm Place CITY/STATE/ZIP Broken A!'row. OK 74012 TELEPHONE NO.918-232-0900 ENGINEER: Karim Dadelahi STREET ADDRESS Sienna a CITY/STATE/ZIP Houston, Texas 77041 TELEPHONE NO. R:49-A99-11AS AREA 8745 sgft NUMBER OF LOTS 1 FT. NEW STREET 03/01/10 ZONING (G) Commercial PROPOSED USES Fast Food Restaurant PLANNING DISTRICT N/A CENSUS TRACT N/A VARIANCES REQUESTED 1.) N/A 2.) N/A 3.) N/A 4.) N/A Randall Harris & Associates, Architect Architecture — Master Planning 16043 Barbarossa Drive Houston, Texas 77083 Mobile: (832) 545-6319 Office: (281) 564-7300 Fax: (281) 277-6570 Emaik bAa�hdeGtS ao1.com Licensed In: Texas — Louisiana — Georgia — Mississippi — Oklahoma — Arkansas — Florida May 01, 2017 CITY OF LITTLE ROCK, ARKANSAS DONNA JAMES PLANNING DEPT. 723 W MARKHAM ST LITTLE ROCK, AR 72201 Re: Site Plan Review Lot 1, Block 0 Barrow Plaza Annex Addition Map /Panel Number - 0319 Taco Bueno Restaurant DONNA JAMES: Please accept this letter to serve as our application for the above referenced submittal. We wish to be placed on the June 8th Planning Commission hearing. We are requesting that the site plan be accepted for review simultaneously. The owner is willing to start a replat if required for a ground lease into 2 separate properties. One used as a Mercantile (M) while the adjacent property to be used as a QSR (Quick Service Restaurant) (A2). Finish floor to be set at 340.50' per certificate elevation which has been included. We will also send all drainage/storm calculation to the City Engineer for a separate review. The owner is willing to cooperate with any additional needed landscaping and etc to insure proper design criteria's for the area. Please note that the check in the amount of 305.00 has been mailed attention to you. If you have any questions please give me a call. Respectfully submitted, Randall Harris, RA, NCARB C - 832.545.6319 Project Principal/Manager Taco Bueno Little Rock Coverletter May 01, 2017 Pagel of 1 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Y&O Markhaml LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg, No.) or P.O. Route and Company NAIC Number. Box No. 9101 West Markham City State ZIP Code Little Rock Arkansas 72205 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 44LO300000200 and 44LO300000100 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) non residential A5. Latitude/Longitude: Lat. 34-45-10.13 Long. 92-22-06.47 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage sq It b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq In d) Engineered flood openings? ❑ Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State City of Little Rock 050181 Pulaski Arkansas B4. Map/Panel B5. Suffix B6, FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 0319 G 07-06-2015 07-06-2015 AE 339.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Pagel of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number, 9101 West Markham City State ZIP Code Company NAIC Number Little Rock Arkansas 72205 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑x Construction Drawings" ❑ Building Under Construction" ❑ Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: PAGIS Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used, a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 340.50 Q feet ❑ meters b) Top of the next higher floor N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) N/A ❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) N/A ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑ ❑ meters feet structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to cartify elevation information. l ce►fify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by tine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ❑ No ❑ Check here if attachments. ����trwr-►rrr.r�� . Certifier's Name License Number �(jN "►,��' Kirt Sledge AR 1665 ,,`tip't+1�i,F ti. ,, cnucno0 �Q •� Q, o n r. _a n° :1'1 v Title ��• n � 'rt �S o n ` `n o C Company Name McClelland Engineers a �,k. „A 6 I't RL r o f i r'�v w �O ro Address 7302 Kanis Road al.l. ; f''�,,���r�r+i1jj1�����.►��� city State ZIP Code Little Rock Arkansas 72204 Signature Date Telephone Ext. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 sitpin.doc AFFIDAVIT 03/01/10 I, Y&O Markham 1, LLC and Y&D Markham 2, LLC certify by my signature below that I hereby authorize Troy L Rich Jr to act as my agent regarding the application fbrfastfood nt}tpsrceI _ of the below described property. Property described as, outparcel at Markham Square in Little Rock Arkansas Signature of Title Holder Subscribed and sworn to me a Notary Public on this 20 My Commission Expires-, 7 L) May 15, 2017 Date is day of Notary bii =PUBLIC . EVANS QUNTY -- ARKM4SASraa Juno 23,2024 ,1 ZAMA 0 sitpin.doc STREET RIGHT-OF-WAY AGREEMENT 03/01/10 CASE NO. Z- LOCATION/ADDRESS 9101 W Markham St Little Rock, AR DATE 05/15/2017 DOCKETED FOR MEETING ON 05/17/2017 I, Troy I Rich Jr , do hereby grec isagrcc to dedicate to the public any needed right-of-way as required by the Master Street Plait Car a public street abutting property on which I am requesting Site Plan Review. I, _ Troy, I _fish h agree / disagree to provide at my expense an easement deed and/or other documents as necessary conveying such right-of-way to the public. APPLICAiVTlOWN DATE 05/15/2017 (IF THE ABOVE SIGNATi REPRESEN1T N APPLICANT OTHER THAN THE TIME HOLDER, ATTACHMENT OF A LETTER IS REQUIRED AUTHORIZING THIS PERSON TO ACT IN BEHALF OF THE TITLE-HOLDER.) City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 July 24, 2017 Eleanor Jones 123 Pryor Street Little Rock, AR 72204 Re. S-1312-A — Markham Center Square Subdivision Site Plan Review, located at 9101 West Markham Street Dear Citizen: On behalf of the Little Rock Planning Commission, I would like to thank you for your participation in the July 20, 2017, Commission meeting. It is very important to the City staff and the Planning Commission to have citizen input in the planning decision -making process. S-1312-A — Markham Center Square Subdivision Site Plan Review, located at 9101 West Markham Street was approved. For additional information, you can contact staff at 371-4790. Staff responsibilities are as follows: Conditional and Tower Use Permits — Dana Carney - Planning Future Land Use Plan Amendments — Walter Malone/Ozlem Polat - Planning Rezoning and Zoning Variance — Monte Moore - Planning Subdivision and Planned Unit Developments — Donna James - Planning Land Alteration Variance Request — Vince Floriani — Public Works Thank you again for your input. Sincerely, Jamie Collins Secretary to Little Rock Planning Commission City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND June 15, 2017 Briarwood Neighborhood Association Mary Julia Hill 6907 Carrilon Rd. Little Rock, AR 72205 REQUEST: S-1312-A — Markham Center S uare Subdivision Site Plan Review, a request to allow the placement of an additional building within the western portion of the existing parkin_ lot to be used as a restaurant. GENERAL LOCATION OR ADDRESS: located at 9101 West Markham Street OWNED BY/APPLICANT: Randal Harris & Associates Architects (281.564.7300) agent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on July 20, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development City of Little Rock Department of Planning and Development 723 west Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE COMMISSION ON A REQUEST FOR A USE CHANGE LAND June 15, 2017 Planning Zoning and Subdivision ROCK PLANNING OR DEVELOPMENT OF There is no contact listed for the Santa Fe Heights Neighborhood Association REQUEST.- S-1312-A — Markham Center Square Subdivision Site Plan Review, a request to allow the placement of an additional building within the western portion of the existing parking lot to be used as a restaurant. GENERAL LOCATION OR ADDRESS: located at 9101 West Markham S OWNED BY/APPLICANT: Randal Harris & Associates Architects (281,564.7300) agent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on July 20, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development City of Little mock Department of Planning and Development 723 west Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (50 1 ) 399-3435 or 371-6863 Planning Zoning and Subdivision NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND June 15, 2017 Treasure Hill Property Owners Association Damon Woodward P.O. Box 55421 Little Rock, AR 72215 REQUEST: S-1312-A — Markham Center Square Subdivision Site Plan Review, a reguest to allow the placement of an additional building within the western portion of the existina r)arkina lot to be used as a restaurant. GENERAL LOCATION OR ADDRESS: located at 9101 West Markham Street OWNED BY/APPLICANT: Randal Harris & Associates Architects (281.564.7300) agent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on July 20, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development City of Little Rook Department of Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Planning Zoning and Subdivision NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND June 15, 2017 City Director Doris Wright 3705 Cobb Street Little Rock, AR 72204 REQUEST: S-1312-A — Markham Center Square Subdivision Site Plan Review, a request to allow the placement of an additional building within the western portion of the existing parkinq lot to be used as a restaurant. GENERAL LOCATION OR ADDRESS: located at 9101 West Markham Street OWNED BY/APPLICANT: Randal Harris & Associates Architects (281.564.7300) aaent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision_ Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on July 20, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development City of Little Rock Department of Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Planning Zoning and Subdivision NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND June 15, 2017 Pennbrook / Clover Hill Neighborhood Association Meg Dunn 8914 Mayflower Rd Little Rock, AR 72205 REQUEST: S-1312-A — Markham Center Square Subdivision Site Plan Review. a request to allow the placement of an additional building within the western portion of the existing parking lot to be used as a restaurant. GENERAL LOCATION OR ADDRESS- located at 9101 West Markham OWNED BY/APPLICANT: Randal Harris & Associates Architects (281.564.7300) agent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on July 20, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development City of Littae Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND May 5, 2017 Briarwood Neighborhood Association Mary Julia Hill 6907 Carrilon Rd. Little Rock, AR 72205 REQUEST: S-1312-A — Markham Center Square Subdivision Site Plan Review, a request to allow the placement of an additional building within the western portion of the existing parking lot to be used as a restaurant GENERAL LOCATION OR ADDRESS: located at 9101 West Markham Street OWNED BY/APPLICANT: Randal Harris & Associates Architects 281.564.7300 agent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on June 8, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND May 5, 2017 Pennbrook / Clover Hill Neighborhood Association Meg Dunn 8914 Mayflower Rd Little Rock, AR 72205 REQUEST: S-1312-A — Markham Center Square Subdivision Site Plan Review a request to allow the placement of an additional building within the western portion of the existing parking lot to be used as a restaurant. GENERAL LOCATION OR ADDRESS: located at 9101 West Markham Street OWNED BY/APPLICANT: Randal Harris & Associates Architects 281.564.7300 agent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on June 8, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND May 5, 2017 Treasure Hill Property Owners Association Damon Woodward P.O. Box 55421 Little Rock, AR 72215 REQUEST: S-1312-A — Markham Center S uare Subdivision Site Plan Review, a request to allow the placement of an additional building within the western portion of the existing parking lot to be used as a restaurant. GENERAL LOCATION OR ADDRESS: located at 9101 West Markham Street OWNED BY/APPLICANT: Randal Harris & Associates Architects (281.564.7300) agent NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on June 8, 2017 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Tony Bozynski Director of Planning and Development sitpin.doc NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION FOR SITE PLAN REVIEW To ALL owners of land lying within 200 feet of the boundary of property at: Address: 9101 W Markh@m $t Little Rpck, AR General Location: 9101 W Markham Stand John Barrow Rd. Owned by: _ Y&O Markham 1, LLC and Y&O Markham 2, LLC Zoning: _ (C-3) General Commercial District Proposed Use: Fast Food Restaurant 03/01/10 NOTICE IS HEREBY GIVEN THAT an application for Site Plan Review has been filed with the Department of Planning and Development. A public hearing on said application will be held by the Little Rock Planning Commission in the Board of Directors Chamber, Second Floor, City Hall, on 20th. of July _ , at 4 p.m. ALL PARTIES IN INTEREST MAY APPEAR and be heard at said time and place, or may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to call or visit the Department of Planning and Development, 723 West Markham, 371-4790, and to review the application and discuss same with the Planning staff. AFFIDAVIT I hereby certify that I have notified all the property owners of record within 200 feet of the above property that subject property is being considered for Site Plan Review and that a Public Hearing will be held by the Little Rock Planning Commission at the time and place described above. Applicant (owner or authorized agent) Troy L Rich Jr (Name) 05/15/2017 (Date) Ir M r=i r3 r, . ru r:l ru C3 M C3 D. mmw—� ':::!t M M Pomp $0.49 1 C3 r� W- 06/13/2017 Ir T�pasba—dr� $3.84 1-3 TO &1 -.. p-, — � - — C3 .... . ........ 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Owned by: Y&❑ Markham_1, i_LG and Y&O,Markham 2, LLC Zoning: (G) Commercial Proposed Use: Fast Food RBStaurant 03/01/10 NOTICE IS HEREBY GIVEN THAT an application for Site Plan Review has been filed with the Department of Planning and Development. A public hearing on said application will be held by the Little Rock Planning Commission in the Board of Directors Chamber, Second Floor, City Hall, on 17th. of Ma , at 12 p.m. ALL PARTIES IN INTEREST MAY APPEAR and be heard at said time and place, or may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to call or visit the Department of Planning and Development, 723 West Markham, 371-4790, and to review the application and discuss same with the Planning staff. AFFIDAVIT I hereby certify that I have notified all the property owners of record within 200 feet of the above property that subject property is being considered for Site Plan Review and that a Public Hearing will be held by the Little Rock Planning Commission at the time and place described above. Applicant (owner or authorized agent) Troy L Rich Jr (Name) 05/15/2017 (Date) =4 W HIP E SEARCH Date: June 1, 2017 File Number: 17-015185-050 Prepared For: Rashida Fleming Lenders Title Company has searched the records of the Real Estate Records of Pulaski County, Arkansas to determine the apparent ownership of property within 200 feet of the perimeter of the following described property as of May 10, 0217 at 8:00 a.m. Part of Lot 1, Barrow Plaza Addition to the City of Little Rock, Arkansas, and part of Lot 1, Barrow Plaza Annex Addition to the City of Little Rock, Arkansas, all in Pulaski County, Arkansas, being more particularly described as follows: Beginning at the point of intersection of the South right-of-way line of West Markham Street with the East Line of Lot 1, Barrow Plaza Annex Addition to the City of Little Rock, Arkansas, said point also being the Northwest corner of Lot 1, Barrow Plaza Addition to the City of Little Rock, Arkansas. Thence S 89' 39' East along the South right-of-way line of West Markham Street for 338.6 feet; thence South 88' 30' East along said South right-of-way line for 200.1 feet; thence South 00' 09' West for 118.6 feet; thence South 88' 29' East for 201.44 feet; thence in a Southeasterly direction along the arc of a curve to the left having a radius of 254.88 feet for a chord length of 169.77 feet, said chord being on a bearing of South 34' 55' East, thence South 54' 23' East for 223.25 feet; thence South 54' 23' East for 223.25 feet; thence in a Southeasterly direction along the arc of a curve to the right having a radius of 299.24 feet for a chord length of 105.25 feet, said chord being on a bearing of South 44' 15' East, the Southernmost point of the chord being 141.0 feet North of right angles to the North line of Pennbrook Subdivision as record in Plat Book 13 at Page 52, Pulaski County Courthouse. Thence North 89' 27' West along a line parallel to and 141.0 feet distant from the North Line of said Pennbrook Subdivision for 759.1 feet; thence North 89' 19' West along a line parallel to and 141.0 feet North of measured at right angles to the North line of Bushman Manor Addition, Little Rock, Arkansas, as recorded in Plat Book 15, at Page 67, Pulaski County Courthouse, for 331.65 feet to a point on the East line of Lot 1, Barrow Plaza Addition to the City of Little Rock, Arkansas. Thence continue North 890 19' West for 168.67 feet to a point on the West line of said Lot 1, Barrow Plaza Annex Addition; thence North 000 22' West along the West lien of said Lot for 46.98 feet; thence North 00' 16' West along the West line of said lot for 418.99 feet to a point on the South right-of-way line of West Markham Street; thence South 88' 52' East along the said right-of-way line of West Markham Street for 170.45 feet to the point of beginning. SAVE AND EXCEPT: Part of Lot 1, Barrow PLaza Addition to the City of Little Rock, Pulaski County, Arkansas, more particularly described as follows: Commencing at the SE corner of Lot 1, Barrow Plaza Addition; thence N 27' 45' 58" W 137.64 feet along the West R/W line of Barrow Road to the Point of Curvature of a 299.24 foot radius curve to the left, said survey having a chord bearing and distance of N 300 14' 25" W 25.83 feet; thence along the arc of said curve 25.84 feet to the Point of Beginning, (said point being 141 feet North of the South line said Lot 1); thence departing from said R/W N 87' 46' 05" W 110.18 feet LTC - Ownership Zone search,rtf 1 of 4 to a point; thence N 01 ° 13' 55" E 99.37 feet to a point on the West R/W of Barrow Road; thence S 52' 41' 58" E 45 feet to the Point of Curvature of a 299.24 feet radius curve to the right, said curve having a chord bearing and distance of S 42' 42' 25" E, 103.85 feet; thence along the arc of said curve 104.38 feet to the Point of Beginning containing 0.1422 acres more or less. Following is a list of apparent owners of property within 200 feet of the perimeter of the above described property as reflected by the records of the Real Estate Records of Pulaski County, Arkansas: 1. New Neptune, LLC, 1334 Pike Ave., North Little Rock, AR, 72114, 2. Kavin and Melanie DuBose, 6910 W. Markham Street, Little Rock, AR, 72205. 3. Robert L. Short, 2405 Leslie Lane, Alexander, AR, 72002. 4. Robert Zwigart, 9006 W. Markham Street, Little Rock, AR, 72205. 5. Cheryl Crow, 9008 W. Markham Street, Little Rock, AR, 72205. 6. Betty Kirk, 9010 W. Markham Street, Little Rock, AR, 72205. 7. John Henry Forthman Revocable Trust, 1 Westbrook Cove, Little Rock, AR, 72205. 8. Julia Nelke, 2200 Stratford Drive, Round Rock, TX, 78664. 9. City of Little Rock, 500 West Markham Street, Room 108, Little Rock, AR, 72201. 10. Weingarten of Arkansas, Inc., P.O. Box 924133, Houston, TX, 77292. 11, SF Properties, 8801 W. Markham Street, Little Rock, AR, 72204. 12. Trong T. Tang, 10 Clint Court, Apt A, Little Rock, AR, 72025. 13. CRJ-WASS-LLC, 8809 Beck Road, Little Rock, AR, 72212. 14. Gregory Patterson, 6 Clint Court, Unit A, Little Rock, AR, 72205. 15. William Greening and Brandy Nichole Greening, 8802 Fair Haven Road, Little Rock, AR, 72205. 16. James M. Brauer and Carolyn R. Brauer Family Trust, 900 Merritt Street, Searcy, AR, 72143. 17, Carolina Monge, P.O. Box 55331, Little Rock, AR, 72215, 18. Ralph E. Noll, 9104 Penrose Lane, Little Rock, AR, 72205, 19. Fabian Soto Acosta and Maria Angelica Guerra, 8902 Fair Haven Road, Little Rock, AR, 72205. 20. Patricia A. Prince, 8906 Fair Haven Road, Little Rock, AR, 72205, 21. Jennifer M. Hart, 8910 Fair Haven Road, Little Rock, AR, 72205. 22, Aaron Bean and Linda Beth Bean, 8914 Fair Haven Road, Little Rock, AR, 72205. 23. William H, Russom, 7023 W. Markham Street, Little Rock, AR, 72205, 24, Scott A Young, Susan L. Young, and James A. Young, 8920 Fair Haven Road, Little Rock, AR, 72205. 25, Rodrigo Sanchez, 8922 Fair Haven Road, Little Rock, AR, 72205. 26, Mason Halsey, 3802 Kavanaugh, 4623, Little Rock, AR, 72205. 27, DSA Properties, LLC, 2 Melrose Cove, Little Rock, AR, 72212. 28. Clarence H. Harvey, 3 Midwood Court, Little Rock, AR, 72205. 29, Randy D, and Dorothy A. Hall, 617 Grant 167084, Sherdian, AR, 72150. 30. Kenneth R. Goosen Intervivos Revocable Trust, C/O Kimberly J. Morton, 4 Midwood Court, Little Rock, AR, 72205. 31, Leslie W. Anderson and Susan Anderson, 9224 W, Markham Street, Little Rock, AR, 72205. 32. Tom and Nancy Marks, 6005 Highway 70, North Little Rock, AR, 72117. 33. Eleanor Jones, 123 Pryor Street, Little Rock, AR, 72205. 34. Homer and Sylvestine Wells, 201 Pryor Street, Little Rock, AR, 72205. 35. Yilmaz Eker, 205 Pryor Street, Little Rock, AR, 72205. 36. Cloe and Michael Thomas, 26 Lakeshore Drive, Little Rock, AR, 72204. 37, Nileshkumar N. and Reshmaben Patel, 103 Burnshide Drive, Little Rock, AR, 72205. 38. Stringham Revocable Trust, P.O. Box 6260, North Little Rock, AR, 72124. 39, Janeth Ponce, 212 Dryad Lane, Little Rock, AR, 72205, 40. Robbins Joint Revocable Trust, 1200 Ronwood Drive, Little Rock, AR, 72227. This Ownership/Zone Search is intended for the exclusive use of the addressee for informational purposes only. Lenders Title Company is not expressing or attempting to express an opinion as to the validity of the title to the above described property or property noted as being within 200 feet thereof (collectively referred to as "the property"), the accuracy of the addresses, nor as to the validity of any interests or encumbrances, both recorded and unrecorded, that pertain to the property. While Lenders Title Company believes that the information stated above is accurate, no assurances are made nor is any liability assumed by Lenders Title Company for any incorrect information stated herein or omitted herefrom. For assurances as to the title to the property, addressee should obtain a title insurance commitment/policy. Sincerely, Lenders Title Company Arkansas License No. IA-82 By: G� Title AVnt License Number: 161703�$ "njeS) 0u (LTOz/OT/90 Aepin)eS) .(70171060000105402279) First -Class (Ae(l AuaAiiea Pe2oedx3) 1 $0.49 Mail (20 08'0 qi 0.1y6!eµ) (90zzL aN `mood 3111I"1) Letter (alTsawoQ) (Domestic) (LITTLE ROCK, AR 72205) aa1Ta-! 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Standard Message and Data rates may WdyEZ T LLLB_9LZ(Qpg}- - L1nZ/L0190 apply. You may also visit USPS.c❑m 6Z009=90 USPS Tracking or call 1-800-222-1811. L666-bC09L X1 In a hurry? Self-service kiosks offer 001 31S AMNd 331 TTeg quick and easy check-out. Any Retail Associate can show how. 30y11IR 1331 you xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx BRIGHTEN SOMEONE'S MAILBOX. Greeting cards available for purchase at select Post Offices. xxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxx J Order stamps at usps.com/shop or call 1-800-Stamp24. Go to usps.com/clicknship to print shipping -1-.. .... - - ,.. 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