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HomeMy WebLinkAboutS-1766-G ApplicationPLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 16 July 2018 NAME TYPE ISSUE COMMENTS SIMSON ADDITION S-1825 NO OBJECTIONS; All Central Arkansas PRELIMINARY PLAT Water requirements in effect at the time of request for water service must be met. BRANSON TOWNHOMES Z-9344 All Central Arkansas Water requirements in SHORT -FORM PD-R effect at the time of request for water service must be met. 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. 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 VILLAGE AT GATEWAY S-1766-G NO OBJECTIONS; All Central Arkansas REVISED PRELIMINARY PLAT Water requirements in effect at the time of request for water service must be met. 1 NAME TYPE ISSUE COMMENTS NEW HAMPTON ASTORIA Z-4807-Q All Central Arkansas Water requirements in RESIDENTIAL APARTMENT effect at the time of request for water service LONG -FORM PD-R must be met. 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. 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. QUICKS LAKE ADDITION S-1787-A NO OBJECTIONS; All Central Arkansas REPLAT 6A-R AND 6B-R 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 Lot 66-R. 1873 SOUTH SCOTT STREET Z-9343 NO OBJECTIONS; All Central Arkansas SHORT -FORM PD-R Water requirements in effect at the time of request for water service must be met. 2 NAME 1500 SOUTH BOWMAN SHORT - FORM PCD TYPE ISSUE COMMENTS Z-9022-A 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. 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. Contact Central Arkansas Water if additional fire protection or metered water service is required. 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). Contact Central Arkansas Water if larger and/or additional water meter(s) are required 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. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve NAME HOUFF PLUMBING SHORT - FORM PCD TYPE ISSUE COMMENTS assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. Z-9342 Central Arkansas Water cannot approve the current preliminary plat due to policy conflicts with the existing fire service. Contact Central Arkansas Water to obtain information regarding these conflicts. 4 NAME TYPE ISSUE COMMENTS THE PLAZA REVISED LONG- Z-9061-A FORM PID 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. Contact Central Arkansas Water regarding the size and location of the water meter. 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. 5 NAME TYPEISSUE COPPER RUN SUBDIVISION Z-9261-A REVISED LONG -FORM PD-R COMMENTS 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) A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. NAME RIVERDALE RH-513 REVISED SHORT -FORM PCD TYPE ISSUE COMMENTS Z-4987-G 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. Contact Central Arkansas Water regarding the size and location of the water meter. 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. NAME TYPE ISSUE COMMENTS HERITAGE PLACE REVISED S-1765-C All Central Arkansas Water requirements in PRELIMINARY PLAT 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. 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. HOUNDS HIDE -AWAY SHORT- Z-4223-A NO OBJECTIONS; All Central Arkansas FORM PCD Water requirements in effect at the time of request for water service must be met. 8910 HIGGINS SWITCH S-1824 NO OBJECTIONS; All Central Arkansas SUBDIVISION SITE PLAN Water requirements in effect at the time of REVIEW request for water service must be met. Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 8-9-18 Z File Number S-1765-C Heritage Place Rev Pre Plat 7500 Blk Hwy 300 at Pinnacle Road 1 Hwy 300 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 Hwy 300 including 5-foot sidewalks with planned development. Improvements to Arkansas State facilities by private developers is not permitted by ARDOT. An in - lieu fee cannot be accepted outside of the City limits. 3 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. 4 If gates are proposed at driveways, the call box should located at least 20 ft from the new right-of-way line. 5 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 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 property owner association. Z File Number S-1766-G The Village at Gateway Rev Pre Plat W of Vimy Ridge Rd & Big Rock Ave. 1 With site development, provide design of street conforming to the Master Street Plan. Construct street improvement to these streets including 5-foot sidewalks with planned development. Provide proposed street widths, sidewalk, traffic calming, and medians. 2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 3 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 4 Plans of all work in right-of-way shall be submitted for approval prior to start of work. Obtain barricade permit prior to doing any work in the right-of-way from Traffic Engineering at (501) 379- 1805 (Travis Herbner). 5 Temporary turnarounds should be constructed at each dead end street. 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. Is a variance being requested to grade the lots with construction of the street and drainage infrastructure? Is a variance being requested to advanced future phases with construction of phase 1? 7 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Monday, July 16, 2018 Page 1 of 9 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 local property owners' association and detailed in the bill of assurance. 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 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 13 Traffic calming devices are required for long straight streets to discourage speeding. Traffic circles or round-abouts are suggested at regular intervals and at main intersections. Show devices and locations. Contact Travis Herbner, Traffic Engr. At 379-1805 for additional info. 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. 15 No residential waste collection service will be provided on private streets or alleys unless the property owners association provides a waiver of damage claims for operations on private property. Turnarounds must be provided at ends of alleys if waste collection is planned along alleys. Collection in alleys may require all dumpsters to be placed on the one side of the alley with no parking allowed on that side. 16 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 17 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Village Run Parkway describes a larger thoroughfare typically with a median. Big Rock Loop is OK but it should intersect with Big Rock Ave. for its use. Rock Cove is a conflict with another street. 18 A left turn lane should be constructed for WB Alexander Road the turn lane should provide ? Ft of stack and ? Of taper. 19 Traffic calming maybe required in the future on previously constructed streets within the subdivision. 20 No more than 3 lanes should be constructed on Village Run Parkway between Slate Rock Drive and Quartz Rock Drive. 21 Due to the expected traffic volumes on Village Run Parkway, on -street vehicle parking will not be allowed. 22 The connection should be made with Alexander Road with development of the 1 st phase of the subject preliminary plat. Z File Number S-1824 8910 Higgins Switch Subdivision Site Plan Review 8910 Higgins Switch Road Monday, July 16, 2018 Page 2 of 9 I Higgins Switch Road is classified on the Master Street Plan as a residential street. A dedication of right-of-way 30 feet from centerline will be required. 2 The proposed structure should not encroach into and block the easement. Z File Number 5-1825 Simpson Add Pre Plat East of Midland & Dover St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner's association. 3 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. 4 The proposed street must be constructed to City of Little Rock residential street standards. 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Unobstructed drainage easements and/or tract land maybe required for drainage infrastructure and detention facility. 6 The new street configuration should provide a 50 to 75 ft straight section of new street at the existing street intersection prior to curving towards the south. Why is the new street not directly accessing Simpson Street in the existing right-of-way? 7 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 8 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the lots with construction of the street. 9 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 10 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 11 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Simpson Street in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 12 Confirm Midland Street is the correct street name. 13 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 14 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. 15 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 16 100 year overflow swales must be constructed and placed within public drainage easements. Monday, July 16, 2018 Page 3 of 9 17 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. 18 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. Z File Number 5-231-A Legion Hut Mobile Home Park Subdivision Site 11225 Legion Hut Road 1 Legion Hut Road is classified on the Master Street Plan as a collector street. A dedication of right-of- way 30 feet from centerline will be required. 2 The subdivision does not have access easements where the asphalt driveway is located. 3 At least 20 ft of pavement must be provided within the subdivision for compliance with the Fire 4 The applicant should consult with the Fire Marshall to determine if the loop street should be connected for conformance with the Fire Code. 5 Confirm the mail kiosk can be located on a private street as shown with USPS. 6 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. Z File Number Z-4223-A Hounds Hide -Away PCD 8501 Pinnacle Valley Road 1 Beck Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 Pinnacle Valley 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. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Beck Road and Pinnacle Valley Road. 4 With future site expansion of the existing building and/or parking area, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Beck Road and Pinnacle Valley Road including 5-foot sidewalks with planned development. Z File Number Z-4807-Q New Hampton Astoria Residential Apartments PD- Chenal Valley Drive and Gordon Road 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. A variance must be requested to exceed the terrace length. Provide an illustration of the line of sight from Chenal Valley Drive to the north retaining wall. 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. A variance is being requested to advance grade future phases with construction of phase 1? 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Monday, July 16, 2018 Page 4 of 9 5 Storm water detention ordinance applies to this property. Is detention provided by the Chenal Golf Course? 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 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 8 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall heights. 10 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 11 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. 12 Storm water detention ordinance applies to this property. The engineer reports detention is provided by the Chenal Golf Course. 13 A direct connection of the pool discharge pipe with the municipal separate stormwater sewer system is prohibited. The discharge pipe should discharge into a natural vegetated area before entering the stormwater drainage system. 14 A connection should be made with the sidewalk to the east. 15 The plans refer to alternative driveway location. Staff will only make recommendations on the driveway locations shown on the plan. 16 All driveways shall be concrete aprons per City Ordinance. 17 Vegetation must be established on disturbed areas within 21 days of completion of the advanced grading activities. 18 Where will access be provided to the property created on the north side of the development? Z File Number Z-4987-G Riverdale RH-513 Rev PCD E side of Riverfront Dr S of Morgan Keegan Dr. 1 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. Monday, July 16, 2018 Page 5 of 9 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 6 Provide ADA compliant sidewalk access from the sidewalk in the right-of-way to the building. 7 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on an arterial street is 150 ft from side property lines and 300 ft from other driveways and intersections. The width of driveway must not exceed 36 feet. A variance must be requested for the proposed curb cut for a driveway. Z File Number Z-9022-A 1500 S. Bowman Rd PCD 1500 S. Bowman Rd 1 Bowman 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 Bowman Road including 5-foot sidewalks with planned development. Tne new back of curb should be located 29.5 ft from the striped centerline. 3 All driveways shall be concrete aprons per City Ordinance. The proposed driveway should be shared in the future with the property to the north. The driveway should be 20 ft wide and placed on north property line with an access easement granted in the future and shown on the current plan. 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. 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 6 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9061-A The Plaza Rev PID SWC 65th St and Scott Hamilton Rd issued 1 A 20 feet radial dedication of right-of-way is required at the intersection of W. 65th St & Scott Hamilton Dr. 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. An advance variance was previously approved to advance grade future phases. A grading permit has been and the site has been rough graded. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. 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 The striped median in Scott Hamilton Drive will be required to be modified for left turn movements to meet AASHTO and MUTCD standards at the time of building permit. Monday, July 16, 2018 Page 6 of 9 7 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-9261-A Copper Run Subdivision Rev PD-R 16901 Pride Valley Road The future 1 Pride Valley Road is classified on the Master Street Plan as a collector street. A dedication of right- of-way 30 feet from centerline will be required. 2 Tele Road is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. The proposal only dedicates to 45 ft from centerline. 3 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Pride Valley Rd with 5 ft sidewalk with planned development. new back of curb should be placed 18 ft from centerline. 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. A variance is being requested to advance grade the lots with construction of the streets and advance grade phases with Phase 1. A grading permit has been issued for Phase 1. 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. 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. The proposed brick wall cannot obstruct the sight distance. 9 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. 10 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. 11 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Copper Loop should be revised to Circle. The south portion of Copper Loop should be revised to Court or Cove. Willow Pointe Way should connect with Willow Pointe Drive to share the same name. 12 Are pedestrian trails proposed within Tract G, H, and I? 13 What is the proposed horizontal radius of Quartz Cove? The minimum horizontal radius at centerline is 75 ft. 14 Traffic calming devices are required for long straight streets to discourage speeding. Devices should be installed in multiple locations on Copper Loop. Contact Travis Herbner, Traffic Engr. At 379-1805 for additional info. Monday, July 16, 2018 Page 7 of 9 15 The drive thru lane on the east side of the mail kiosk should be removed. Vehicles can park along the street curb. 16 Per the Master Street Plan, the sidewalk should be constructed to the cul de sac on Copper Loop. Per the Master Street Plan, a minor residential street is a cul de sac street not exceeding 40 lots, or a loop street not exceeding 80 lots, and in no case generating more than 400 vehicles trips per day with the assumption of 10 vehicles per day per lot. 17 Per the Master Street Plan, the sidewalk should be constructed along Willow Pointe Way and Short Leaf Lane. Per the Master Street Plan, a minor residential street is a cul de sac street not exceeding 40 lots, or a loop street not exceeding 80 lots, and in no case generating more than 400 vehicles trips per day with the assumption of 10 vehicles per day per lot. These streets are believed to be through streets and not cul de sacs and loop streets. 18 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Z File Number Z-9342 Houff Plumbing PCD 11800-11804 Kanis Road 1 With site development and/or platting of the lots, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Road including 5-foot sidewalks with planned development. If a lot in the subdivision is platted or a building permit is issued prior to the date of bid opening of the Kanis Road Improvements Project for this portion of Kanis Road, the owner is responsible to provide an in -lieu payment for the cost of the proposed street improvements in conformance with the project plans. 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the future lots or phases with development of the first phase or lot. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. Access to detention ponds should be provided from the right-of-way and/or access easement for future maintenance. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 5 Show the proposed driveway(s) and shared access easement(s). Per City code driveways can be located no closer than 150 ft from a side property line and no closer than 300 ft from other driveways and intersection. City code allows 1 driveway in the center of the subdivision. 6 In accordance with 31-210 (h)(12), access driveways running parallel to the street shall not create a four-way intersection within 75' of the future curb line of the street. 7 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. 8 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. Monday, July 16, 2018 Page 8 of 9 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Z File Number Z-9343 1873 South Cross Street PD-R 1873 S. Cross St. 1 Repair or replace any curb, gutter, sidewalkand access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. The sidewalk adjacent to Cross St. is damaged and in need of repair. 2 A 20 feet radial dedication of right-of-way is required at the intersection of Cross St. and W. 19th St. 3 W. 19th 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. 4 Cross 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. 5 The 19th St. driveway apron should be removed and access taken from the rear paved alley. Z File Number Z-9344 Branson Townhomes PD-R 1902 E. 4th St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 All driveways shall be concrete aprons per City Ordinance. 3 Are gates proposed? If so, the call box should be located 30 ft from the street curb and a turnaround provided. 4 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Monday, July 16, 2018 Page 9 of 9 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 8-9-18 Z File Number S-1765-C Heritage Place Rev Pre Plat 7500 Blk Hwy 300 at Pinnacle Road 1 Hwy 300 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 Hwy 300 including 5-foot sidewalks with planned development. Improvements to Arkansas State facilities by private developers is not permitted by ARDOT. An in - lieu fee cannot be accepted outside of the City limits. 3 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. 4 If gates are proposed at driveways, the call box should located at least 20 ft from the new right-of-way line. 5 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 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 property owner association. Z File Number 5-1766-G The Village at Gateway Rev Pre Plat W of Vimy Ridge Rd & Big Rock Ave. 1 With site development, provide design of street conforming to the Master Street Plan. Construct street improvement to these streets including 5-foot sidewalks with planned development. Provide proposed street widths, sidewalk, traffic calming, and medians. 2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 3 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 4 Plans of all work in right-of-way shall be submitted for approval prior to start of work. Obtain barricade permit prior to doing any work in the right-of-way from Traffic Engineering at (501) 379- 1805 (Travis Herbner). 5 Temporary turnarounds should be constructed at each dead end street. 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. Is a variance being requested to grade the lots with construction of the street and drainage infrastructure? Is a variance being requested to advanced future phases with construction of phase 1? 7 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Friday, July 13, 2018 Page I of 8 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 local property owners' association and detailed in the bill of assurance. 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 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 13 Traffic calming devices are required for long straight streets to discourage speeding. Traffic circles or round-abouts are suggested at regular intervals and at main intersections. Show devices and locations. Contact Travis Herbner, Traffic Engr. At 379-1805 for additional info. 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. 15 No residential waste collection service will be provided on private streets or alleys unless the property owners association provides a waiver of damage claims for operations on private property. Turnarounds must be provided at ends of alleys if waste collection is planned along alleys. Collection in alleys may require all dumpsters to be placed on the one side of the alley with no parking allowed on that side. 16 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 17 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Village Run Parkway describes a larger thoroughfare typically with a median. Big Rock Loop is OK but it should intersect with Big Rock Ave. for its use. Rock Cove is a conflict with another street. Z File Number S-1824 8910 Higgins Switch Subdivision Site Plan Review 8910 Higgins Switch Road 1 Higgins Switch Road is classified on the Master Street Plan as a residential street. A dedication of right-of-way 30 feet from centerline will be required. 2 The proposed structure should not encroach into and block the easement. Z File Number S-1825 Simpson Add Pre Plat East of Midland & Dover St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner's association. Friday, July 13, 2018 Page 2 of 8 3 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. 4 The proposed street must be constructed to City of Little Rock residential street standards. 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Unobstructed drainage easements and/or tract land maybe required for drainage infrastructure and detention facility. 6 The new street configuration should provide a 50 to 75 ft straight section of new street at the existing street intersection prior to curving towards the south. 7 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 8 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the lots with construction of the street. 9 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 10 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 11 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Simpson Street in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 12 Confirm Midland Street is the correct street name. 13 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 14 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. 15 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 16 100 year overflow swales must be constructed and placed within public drainage easements. 17 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. 18 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. Z File Number 5-231-A Legion Hut Mobile Home Park Subdivision Site 11225 Legion Hut Road 1 Legion Hut Road is classified on the Master Street Plan as a collector street. A dedication of right-of- way 30 feet from centerline will be required. 2 The subdivision does not have access easements. 3 At least 20 ft of pavement must be provided within the subdivision for compliance with the Fire Friday, July 13, 2018 Page 3 of 8 4 The applicant should consult with the Fire Marshall to determine if the loop street should be connected for conformance with the Fire Code. 5 Confirm the mail kiosk can be located as shown with USPS. 6 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. Z File Number Z-4223-A Hounds Hide -Away PCD 8501 Pinnacle Valley Road 1 Beck Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 Pinnacle Valley 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. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Beck Road and Pinnacle Valley Road. 4 With future site expansion of the existing building and/or parking area, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Beck Road and Pinnacle Valley Road including 5-foot sidewalks with planned development. Z File Number Z-4807-Q New Hampton Astoria Residential Apartments PD- Chenal Valley Drive and Gordon Road 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. A variance must be requested to exceed the terrace length. Provide an illustration of the line of sight from Chenal Valley Drive to the north retaining wall. 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. A variance is being requested to advance grade future phases with construction of phase 1? 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 5 Storm water detention ordinance applies to this property. Is detention provided by the Chenal Golf Course? 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 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 8 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall heights. Friday, July 13, 2018 Page 4 of 8 10 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 11 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. 12 Storm water detention ordinance applies to this property. The engineer reports detention is provided by the Chenal Golf Course. 13 A direct connection of the pool discharge pipe with the municipal separate stormwater sewer system is prohibited. The discharge pipe should discharge into a natural vegetated area before entering the stormwater drainage system. 14 A connection should be made with the sidewalk to the east. 15 The plans refer to alternative driveway location. Staff will only make recommendations on the driveway locations shown on the plan. 16 All driveways shall be concrete aprons per City Ordinance. 17 Vegetation must be established on disturbed areas within 21 days of completion of the advanced grading activities. 18 Where will access be provided to the property created on the north side of the development? Z File Number Z-4987-G Riverdale RH-5B Rev PCD E side of Riverfront Dr S of Morgan Keegan Dr. 1 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9022-A 1500 S. Bowman Rd PCD 1500 S. Bowman Rd 1 Bowman 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 Bowman Road including 5-foot sidewalks with planned development. Tne new back of curb should be located 29.5 ft from the striped centerline. 3 All driveways shall be concrete aprons per City Ordinance. The proposed driveway should be shared in the future with the property to the north. The driveway should be 20 ft wide and placed on north property line with an access easement granted in the future and shown on the current plan. Friday, July 13, 2018 Page 5 of 8 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. 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 6 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9061-A The Plaza Rev PID SWC 65th St and Scott Hamilton Rd issued 1 A 20 feet radial dedication of right-of-way is required at the intersection of W. 65th St & Scott Hamilton Dr. 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. An advance variance was previously approved to advance grade future phases. A grading permit has been and the site has been rough graded. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. 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 The striped median in Scott Hamilton Drive will be required to be modified for left turn movements to meet AASHTO and MUTCD standards at the time of building permit. 7 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-9261-A Copper Run Subdivision Rev PD-R 16901 Pride Valley Road The future 1 Pride Valley Road is classified on the Master Street Plan as a collector street. A dedication of right- of-way 30 feet from centerline will be required. 2 Tele Road is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. The proposal only dedicates to 45 ft from centerline. 3 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Pride Valley Rd with 5 ft sidewalk with planned development. new back of curb should be placed 18 ft from centerline. 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. A variance is being requested to advance grade the lots with construction of the streets and advance grade phases with Phase 1. A grading permit has been issued for Phase 1. Friday, July 13, 2018 Page 6 of 8 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. 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. The proposed brick wall cannot obstruct the sight distance. 9 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. 10 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. 11 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Copper Loop should be revised to Circle. The south portion of Copper Loop should be revised to Court or Cove. Willow Pointe Way should connect with Willow Pointe Drive to share the same name. 12 Are pedestrian trails proposed within Tract G, H, and I? Z File Number Z-9342 Houff Plumbing PCD 11800-11804 Kanis Road With site development and/or platting of the lots, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Road including 5-foot sidewalks with planned development. If a lot in the subdivision is platted or a building permit is issued prior to the date of bid opening of the Kanis Road Improvements Project for this portion of Kanis Road, the owner is responsible to provide an in -lieu payment for the cost of the proposed street improvements in conformance with the project plans. 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the future lots or phases with development of the first phase or lot. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. Access to detention ponds should be provided from the right-of-way and/or access easement for future maintenance. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 5 Show the proposed driveway(s) and shared access easement(s). Per City code driveways can be located no closer than 150 ft from a side property line and no closer than 300 ft from other driveways and intersection. Friday, July 13, 2018 Page 7 of 8 6 In accordance with 31-210 (h)(12), access driveways running parallel to the street shall not create a four-way intersection within 75' of the future curb line of the street. 7 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. 8 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Z File Number Z-9343 1873 South Cross Street PD-R 1873 S. Cross St. 1 Repair or replace any curb, gutter, sidewalkand access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. The sidewalk adjacent to Cross St. is damaged and in need of repair. 2 A 20 feet radial dedication of right-of-way is required at the intersection of Cross St. and W. 19th St. 3 W. 19th 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. 4 Cross 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. 5 The 19th St. driveway apron should be removed and access taken from the rear paved alley. Z File Number Z-9344 Branson Townhomes PD-R 1902 E. 4th St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 All driveways shall be concrete aprons per City Ordinance. 3 Are gates proposed? If so, the call box should be located 30 ft from the street curb and a turnaround provided. 4 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Friday, July 13, 2018 Page 8 of 8 MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE JULY 18, 2018, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: JULY 13, 2018 1. 7500 Block of Highway 300 (S-1765-C) No comment. 2. West of Vimy Ridge Road (S-1766-G) No Comment 3. 1220-1400 Block of Stewart Road (5-1787-A) No Comment 4. East of Midland and Dover Streets (S-1825) No Comment 5. 11225 Legion Hut Road (S-231-A) No Comment 6. 8910 Higgins Switch Road (S-1824) No Comment 7. 8501 Pinnacle Valley Road (Z-4223-A) Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. Any new building rehabilitation or expansion may require the existing landscaping, buffer, or vehicular use areas not meeting the current code requirements to be brought into compliance. Existing vehicular use areas may continue as nonconforming until such time as a building permit is granted to enlarge or reconstruct a structure on the property exceeding ten (10) percent of the existing gross floor area. At such time ten (10) percent of the existing vehicular use area shall be brought into compliance on a graduated scale. 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. North of Chenal Valley Dr comer of Chenal Valley Dr and Gordon Rd (Z-4807-0) 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 (`/z) the full width requirement but in no case less than nine (9) feet. The average depth of the lot is approximately 800 linear feet. A minimum forty-eight (48) foot street buffer is required between the property line and the Chenal Valley Drive right-of-way. The street buffer and minimum nine (9) perimeter planting strip between the parking areas and property line are deficient. 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 one-half (%z) the full width requirement but in no case be required to exceed fifty (50) feet. The surrounding properties have a more restrictive zoning. The approximate average width of the lot is 1,000 feet. A minimum fifty (50) foot buffer will be required adjacent to the R-2 and PD-R zoned property. The vehicular use area encroaches into a portion of these buffers. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, six (6) feet in height shall be required upon the property line side of the buffer. In addition to the required screening, buffers are to be at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. A portion of the property to the north is zoned OS, no building or structure (principal or accessory) may be erected, no trees may be removed and no paving for wheeled vehicles will be allowed in this 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. 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 three hundred (300) square feet for developments exceeding one hundred fifty (150) parking spaces. Interior islands must be a minimum 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. 9. Riverfront Dr South of Morgan Keegan Drive Z4987-G 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. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street, highway or freeway. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. 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). 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 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 for developments of one (1) acre or larger. 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. 1500 South Bowman Road (Z-9022-A) 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 ('/2) the full width requirement but in no case be less than nine (9) feet. The street buffer is deficient. The approximate average depth of the site is 200 feet. A minimum twelve (12) foot street buffer is required between Bowman Rd right-of-way and the proposed parking. 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, highway or freeway. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. The east perimeter planting strip is deficient. 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. A land use buffer will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the south is zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, six (6) feet in height shall be required upon the property line side of the buffer. In addition to the required screening, buffers are to be at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear 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. 11. Corner of 65th Street and Scott Hamilton Z-9061-A 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 (%2) the full width requirement but in no case be required to exceed fifty (50) feet. The street buffer to the north is deficient. The approximate average depth (north/south) of the site is 930 feet. A minimum fifty (50) foot street buffer is required between the 65th Street right-of-way and the proposed parking. 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, highway or freeway. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. The east perimeter planting strip is deficient. 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). The minimum size of an interior landscape area shall be three hundred (300) square feet for developments exceeding one hundred fifty (150) parking spaces. Interior islands must be a minimum 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 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. 16901 Pride Valley Road (Z-9261-A) No Comment 13. 11800 — 11804 Kanis,Road (Z-9342) Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. 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. 1873 South Cross Street (Z-9343) No Comment 15. 1902 East 40 Street (Z-9344) No Comment Z-4223-A Address: 8501 Pinnacle Valley road Planning Division: This request is located in River Mountain 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 rezoning from C1 (Neighborhood Commercial District) to PCD (Planned Commercial Development) to add a pet daycare as an allowable use. Master Street Plan: West of the property is Pinnacle Valley Road and it is shown as a Minor Arterial on the Master Street Plan. South of the Property is Beck Drive and it shown as a Collector 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 Pinnacle Valley Road since it is a Minor Arterial. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Pinnacle Valley Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. There is a Class III Bike Route shown on Beck Road. Bike Routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-4807-Q Address: North of Chenal Valley Drive on the corner of Chenal Valley Drive and Gordon Road Planning Division_ This request is located Chenal Planning District. The Land Use Plan shows Residential High (RH) for this property. The Residential High category accommodates residential development of more than twelve (12) dwelling units per acre. The applicant has applied for a rezoning from MF12 (Multifamily Districts) to PDR (Planned Development Residential) to allow the development of a Multi -family development at over 14.5 units/acre. Master Street Plan: South of the Property is Chenal Valley Drive and it shown as a Collector on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. The east side of the property is Gordon Road and it is "^�rrvwn as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Chenal Valley Drive. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-4987-G Address: East side of Riverfront Drive just south of Morgan Keegan Drive Planning Division: This request is located in the Heights Hillcrest Planning District. The Land Use Plan shows Mixed Use (MX) for this property. The Mixed Use category provides for a mixture of residential, office and commercial uses to occur. A Planned Zoning District is required if the use is entirely office or commercial or if the use is a mixture of the three. The applicant has applied for a revised to PCD (Planned Commercial Development) to allow revised site plan for an office building Master Street Plan: To the south of the property is Riverfront Drive 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 Riverfront Drive since it is a Minor Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Riverfront Drive. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9022-A Address: 1500 South Bowman Road Planning Division, This request is located in Ellis Mountain Planning District. The Land Use Plan shows Service Trades District (STD) for this property. Service Trades District category provides for a selection of office, warehousing, and industrial park activities that primarily serve other office service or industrial businesses. The district is intended to allow support services to these businesses and to provide for uses with an office component. A Planned Zoning District is required for any development not wholly office. The Applicant has applied for a rezoning from R2 (Single Family District) to PCD (Planned Commercial Development) to allow a proposed retail center. Master Street Plan: To the east of the property is Bowman 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 South Bowman 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-9061-A Address: Located on the southwest corner of 65th and Scott Hamilton Planning Division: This request is located in 65th Street East Planning District. The Land Use Plan shows Industrial (1) for this property. The Industrial 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 rezoning from PCD (Planned Commercial Development) to PID (Planned Industrial Development) to allow Retail and Sports fields. Master Street Plan: Both Scott Hamilton Drive and 65t" Street are 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 65t" Street & Scott Hamilton Drive since they are a Minor Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Scott Hamilton Drive. Bike Lanes provide a portion of the pavement for the sole use of bicycles. A Class II Bike Lane is shown along 65th Street. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9261-A Address: 16901 Pride Valley Drive Planninq Division: This request is located in Ellis Mountain Planning District. . The Land Use Plan shows Residential Low (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from PD-R (Planned Development Residential) & R2 (Single Family District) to PDR (Planned Development Residential) to expand the subdivision area with additional single-family lots Master Street Plan: The north side of the property is Pride Valley Drive and it is shown as a Collector on the Master Street Plan. There is a proposed West Loop and it is shown as a Principal Arterial on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. 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 West Loop 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: Class I (proposed West Loop) Bike Path is shown along West Loop. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-4343-JJ Address: 11800-11804 Kanis Road Planning Division: This request is located in 1430 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 to rezoning from R2 (Single Family District) to PCD (Planned Commercial Development) to allow C-3 general commercial. Master Street Plan: To the south of the property is Kanis Road and it is shown as Minor Arterial Streets on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Kanis Road since it is a Minor Arterial. 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-9343 Address: 1873 South Cross Street Planning Division: This request is located in the Central City Planning District. The Land Use Plan shows Residential Low (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R4 (Two Family District) to PDR (Planned Development Residential) to recognize an existing triplex. Master Street Plan: South Cross Street and West 19th Street are both as Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9344 Address: 1902 East 4th Street Planninq Division: This request is located in East Little Rock Planning. The Land Use Plan shows Residential Medium Density (RM). Residential Medium Density accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between six (6) and twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R4 (Two Family District) to PDR (Planned Development Residential) to allow townhouses at 19 units/acre as an allowable use. Master Street Plan: East 4th Street is a Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. �Ente�gy July 6, 2018 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 August 9ch Meeting Ms. James, Please find below Entergy's comments related to the items received from the Department of Planning and Development this week. The request letter said to have the comments back to you by July 161n, 2018. • Simpson Addition Preliminary Plat — E of Midland & Dover Streets — Granite Mtn — S- 1825 Entergy does not object to this proposal. There is an existing single phase, overhead power line on the south side of Dover Street in front of this property. It does not appear to conflict with the proposed Plat and can ultimately be used to feed the subdivision. Contact Entergy in advance to discuss electrical service requirements, and adjustments to existing facilities (if any) as this project proceeds. Branson Townhomes Short -form PD-R —1902 E 4" St.— Z-9344 Entergy does not object to this proposal. There is an existing single phase, overhead power line on the north side 41n Street on the south side of this property. There do not appear to be any conflicts with proposed structures, but the proposed trees/vegetation placed underneath the power line will not be allowed to grow near the wires supported by the poles. The proposed vegetation should be low growth type. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ The Village at Gateway Revised prelim Plat — W of Vimy Ridge Rd — Big Rock Ave. — S- 1766-G Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities (if any) as this project proceeds. • New Hampton Astoria Residential Apartment Long -form PD-R — N of Chenal Valley Dr on corner of Chenal Valley Dr. and Gordon Rd. — Z-4807-Q Entergy does not object to this proposal. There is an existing three phase, underground power line on the north side of Chenal Valley Drive in front of this property and a three phase, overhead power line on the west side of the property. Care should be used when digging or working around power lines. All required separations and clearances to power lines must be maintained during and after construction. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. + Quicks Lake Addition Replat 6A-R & 6B-R—1220-1400 Block of Stewart Rd. — S-1787-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities (if any) as this project proceeds. + 1873 South Cross St. Short form PD-R —1873 So. Cross St. - Z-9343 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already provided to the existing building. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities. • 1500 So. Bowman Short -form PCD —1500 So. Bowman Rd. — Z-9022-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A three phase, overhead power line runs along the west side of Bowman Road in front of this property. Care should be used when working around or under electrical power lines. Contact Entergy in advance to discuss electrical service requirements, power line extension, or adjustments to existing facilities (if any) as this project proceeds. • Houff Plumbing Short -form PCD—11800-11804 Kanis Rd. — Z-9342 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already being provided to the existing structures on the property. A three phase, overhead power line runs along the south side of Kanis Road in front of this property. A three-phase, underground power line also exists on the west side of the property. Contact Entergy in advance to discuss electrical service requirements, power line extension, or adjustments to existing facilities (if any) as this project proceeds. • The Plaza Revised Long -form PID — SW corner of 6511 and Scott Hamilton — Z-9061-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. There is an existing single phase, overhead power line to the south of this property. Contact Entergy in advance to discuss electrical service requirements, a line extension, or adjustments to existing facilities (if any) as this project proceeds. ■ Copper Run Subdivision Revised Long -form PD-R —16901 Pride Valley Rd. — Z-9261-A Entergy does not object to this proposal. There are a few single phase, overhead power lines on the north and northwest parts of the property which may conflict with the proposed development. Adjustments or removal of these lines may be required before proceeding with construction. Contact Entergy in advance to discuss electrical service requirements, line extensions, and adjustments to existing facilities (if any) as this project proceeds. • Riverdale RH-5B Revised Short -form PCD — E side of Riverfront Dr just south of Morgan Keegan Dr. — Z-4987-G Entergy does not object to this proposal. However, caution should be used in the location of the building as there is a three-phase, underground power line on the eastern side of this property which serves the entire area. The southeastern corner of the proposed building is very close to the buried power line and should not inhibit access to the line once constructed. Contact Entergy in advance to discuss electrical service requirements, line extensions, or adjustments to existing facilities (if any) as this project proceeds. • Heritage Place Revised prelim Plat — in 7500 Block of Hwy 300 — S-1765-C Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already provided to the existing building from the west side of the property via an overhead power line. A three phase overhead electrical power line runs along the east side of Highway 300 to the west of the development. Contact Entergy in advance to discuss electrical service requirements for the remaining lots, or adjustments to existing facilities (if any) as this project proceeds. • Hounds Hide -Away Short -form PCD — 8501 Pinnacle Valley Road — Z-4223-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already provided to the existing building from the south side of the property via an overhead power line. Contact Entergy in advance to discuss electrical service requirements changes, or adjustments to existing facilities (if any) as this project proceeds. • 8910 Higgins Switch Subdivision Site Plan Review — 8910 Higgins Switch Rd. — S-1824 Entergy does not object to this proposal. However, caution should be used when moving the proposed mobile homes to this site as there are overhead power lines along the eastern side of this property — on the western side of Higgins Switch Road. Contact Entergy in advance to discuss electrical service requirements of the new structures, service extensions, or adjustments to existing facilities (if any) as this project proceeds. • Legion Hut Mobile Home Park Subdivision Site Plan Review —11225 Legion Hut Rd.— S- 231-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A single phase overhead electrical power line runs along the north side of the proposed additional spaces on the north side of the property. Contact Entergy in advance to discuss electrical service requirements, location of any new facilities, or 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. Little Rock Water Reclamation Authority Comments Project Number S-1765-C Project Name Project Type Heritage Place Single Family Preliminary Plat Project Number S-1766-G Project Name Project Type Village at the Gateway Single Family Preliminary Plat Phase VIII Project Number S-1787-A Project Name Project Type Quicks Lake Addition Single family residential replat Project Number S-1824 Project Name Project Type 8910 Higgins Switch Road Subdivision/Site Plan Review Project Number S-1825 Project Name Project Type Simpson Addition Preliminary Plat Project Number S-231-A Project Name Project Type Legion Hut Mobile Home Subdivision/Site Plan Review Park Project Number Z-4223-A Project Name Project Type Comment Made Hounds Hideaway Planned Development: Commercial - Outside Service Boundary - No Comment. Pet Day -Care Comment Made Outside Service Boundary - No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Separate service connection required for each unit. Capacity Fee Review required. Comment Made Outside Service Boundary - No Comment. Comment Made Outside Service Boundary - No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Project Number Z-4807-Q Project Name Hampton Astoria Residential Apartments Comment Made Sewer main extension required with easements if new sewer service is required for this project. Project Type Comment Made Planned Development: Residential - Sewer main extension required with easements if new Multi -Family sewer service is required for this project. Capacity Fee Review required. Friday, July 13, 2018 Page 1 of 2 Project Number Z-4987-G Project Name Project Type Comment Made Riverdale RH-5B Planned Development: Commercial Sewer Main Available across Riverfront Drive Project Number Z-9022-A Project Name Project Type Comment Made 1500 South Bowman Planned Development: Commercial Sewer Available to this site. Retain any existing sewer easement. Project Number Z-9061-A Project Name Project Type Comment Made The Plaza Planned Development: Industrial - Sewer Available to this site. Capacity Fee Review retail and sports fields required. Project Number Z-9261-A Project Name Project Type Comment Made Copper Run Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee Review required. Project Number Z-9342 Project Name Project Type Comment Made Houff Plumbing Planned Development: Commercial Sewer Available to this site. Capacity Fee Review required. Project Number Z-9343 Project Name Project Type Comment Made 1873 South Cross Street Planned Development: Residential - Sewer Available to this site. Retain any existing sewer recognize exist. Triplex easement. Project Number Z-9344 Project Name Project Type Comment Made Bronson Townhomes Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Separate service connection required for each townhouse. Capacity Fee Review required. Friday, July 13, 2018 Page 2 of 2 To: Donna James Date: July 10, 2018 From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following Locations: S-1825 East of Midland and Dover Streets 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. 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. 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. 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-9344 1902 East 4th Street 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. Loadin Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire 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. 5-1766-G West of Vimy Ridge 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. Loadine Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. 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: 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-4807 —Q North of Che_nal Malley Drive 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. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Multi -Family Residential 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 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-1787-A 1220-1400 Block of Stewart 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. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9343 1873 South Cross Street No comments Z-9022-A 1500 South Bowman 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 ByiIdings - 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. 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 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-9342 11800- 11804 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. 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. 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-9061-A Southwest corner of 65th and Scott Hamilton Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire HVdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9261-A 16901 Pride Vallev 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. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire 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-4987-G East side of Riverfront Drive 'ust south of Morgan Keegan Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol- 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section 13105.1— 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. 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. S-1765-C 7500 Block of Highway 300 No comments Z-4223-A 8501 Pinnacle Vallev Road 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. 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-1824 8910 Higgins Switch Road No comments S-231-A 11225 Legion Hut Road No comments Regards, Captain Rhodes and Captain Hogue Office: 918-3710 C4 �Rpey[A�yER C4 H C3 PCD 12- C4 ` i - OS.' 0 0 12 THIS SITE a0 v c a's :p14a Y o O ooQO '•.. 4 Q ain C❑ 2'D R2 O �YJ CUP�m a n d ° ifsiA �a d GW may, oho 4 L L � 0 12 o C3 g C3 PID L3 R2, o CUP {�w PD-1 a :gyp oe 4ggC[7Cil�l } CUP`{-_ CRINE-ROCK-CT-� �jg �. q� DOE'C3 a n sUSSTA 6NV—Ro �- w 0 zz M n— wp nun wC[ 0 12 �ROC1C��� BIGm a OCAVE nnna EVy - •+ PCD i r-R2 P: p d LASH D1' MFG....OA1S-L3+1� 4 P POD4 C 23 .y � a��• o 0 G2grg Q ]17avPPAI C14 asap Q /� p dPQN€]5=E D E d Area Zoning City of Little Rock Planning & Development am low .. -.E if a Case: S-1766-G Location: West of Vimy Ridge Road - Big Rock Avenue Ward: 7 N PD: 16 CT:41.04 0 420 840 TRS: T1 S R13W 17 Feet PI ` C PI GE'R9 LI aN MCI PKIOS LI LI 4 V@ q Q P THIS SITE d - � -- -• �'Pa , o0 o. �pEf�jjv_ Drag . �C7o23dptJ.�� 3 o � �.q C3�0o° ov 40 RL i p p Z� y RALEIGHf-ILN' r o ad Vicinity Map `L 1 PK os'; .Q °a b Jmoc 5 P C3 0 ° n �� PI aeSU T T aIV•RD p❑ C65W t U IG ' RM a Q �SF.IFI )q _ 43 9 �� ae RL C3 Lr��O lT t p Land Use Plan City of Little Rock Planning & Development Rev: 7/13/2018 Case: S-1766-G Location: West of Vimy Ridge Road - Big Rock Avenue Ward: 7 PD: 16 CT: 41.04 TRS: T1 S R13W 17 N 0 420 840 Feet City of Little Rock L�wtDepartment 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 August 13, 2018 McGetrick Engineering 11601 Bass Pro Parkway Little Rock, AR 72210 Re- S-1766-G — the Village at Gateway Revised Preliminary Plat, located on the West side of Vimy Ridge Road and west of the current terminus of Big Rock Avenue 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 August 9, 2018: Approved with conditions. x 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 James, Donna From: Floriani, Vince Sent: Tuesday, July 31, 2018 10:59 AM To: James, Donna Subject: RE: PW comments- Revised plans I am good with this plan. Thanks Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: James, Donna Sent: Monday, July 30, 2018 11:04 AM To: Floriani, Vince Subject: FW: PW comments- Revised plans From: MCGETRICK MCGETRICK [mailto:mc etrick2 sbe lobal.net] Sent: Monday, July 30, 2018 11:02 AM To: James, Donna <DJames@littlerock.gov> Subject: Re: PW comments- Revised plans Donna, The following response should address your comments 1. 1 have revised the location of the tie-in to Alexander Road. I am certifying that this location meets the sight distance requirements for the intersection of Alexander Road and Village Run Parkway. 2. The developers will comply with the engineering requirements listed in the review comments. 3. 1 have added an additional detention pond for the west portion of the site The future development areas will have one large and a small detention area as well. 4. 1 have revised the street name you requested. Let us know if you need additional information. Pat On Friday, July 27, 2018 2:47 PM, "James, Donna" <DJamesCcDlittlerock.gov> wrote: From: Floriani, Vince Sent: Friday, July 27, 2018 11:22 AM To: James, Donna <aJamesC�lit lerock.gov> Subject: PW comments- Revised plans Villa e at the Gateway 1. Provide sight distance certification on Alexander Road. 2. Did Pat provide something agreeing to comply to all the Engineering comments? 3. Please place in the writeup that a 2"d detention pond will be required to be installed for the western half of the site at time of development. 4. The street name Sandstone Cove is a duplication and not an acceptable street name. A street name can be determined at time of platting. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 James, Donna From: MCGETRICK MCGETRICK <mcgetrick2@sbcglobal.net> Sent: Monday, July 30, 2018 11:02 AM To: James, Donna Subject: Re: PW comments- Revised plans Attachments: villages 115 acre plat JULY 30A.pdf Donna, The following response should address your comments. 1. 1 have revised the location of the tie-in to Alexander Road. I am certifying that this location meets the sight distance requirements for the intersection of Alexander Road and Village Run Parkway. 2. The developers will comply with the engineering requirements listed in the review comments. 3. 1 have added an additional detention pond for the west portion of the site The future development areas will have one large and a small detention area as well. 4. 1 have revised the street name you requested. Let us know if you need additional information Pat On Friday, July 27, 2018 2:47 PM, "James, Donna" <DJames@littlerock.gov> wrote: From: Floriani, Vince Sent: Friday, July 27, 2018 11:22 AM To: James, Donna <DJames@little rock.gov> Subject: PW comments- Revised plans Village at the Gateway 1. Provide sight distance certification on Alexander Road. 2. Did Pat provide something agreeing to comply to all the Engineering comments? 3. Please place in the writeup that a 2"d detention pond will be required to be installed for the western half of the site at time of development. 4. The street name Sandstone Cove is a duplication and not an acceptable street name. A street name can be determined at time of platting. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 James, Donna From: MCGETRICK MCGETRICK <mcgetrick2@sbcglobal.net> Sent: Wednesday, July 25, 2018 1:38 PM To: James, Donna Subject: Subdivision Comments: The Villages at the Gateway Donna, Please see the response to the Subdivision Comments on The Villages at the Gateway. Most of the comments that you and Vince had concerning the abovereferenced project were addressed on the plan sheets I submitted earlier today. A couple of comments that I would like to address now are as follows: The project has been divided into four phases. It is their intent to combine these into one phase and do all the work at one time. But there is no guarantee on this so that is why we are doing the four phases. We would like to connect to Big Rock Avenue with a the start of Phase I. The connection to Vimy Ridge would beinc during the construction of the second phase. If the four phases end up being combined and are developed once, all of this will be done at that time. It is anticipated that the connection to Alexander Road would be started in approximately a year and a half. The final connection to Vimy Ridge would be made in two years. If you have any questions or need any other information please contact me. Pat James, Donna From: Floriani, Vince Sent: Friday, July 27, 2018 11:22 AM To: James, Donna Subject: PW comments- Revised plans Village at the Gatewa 1. Provide sight distance certification on Alexander Road. 2. Did Pat provide something agreeing to comply to all the Engineering comments? 3. Please place in the writeup that a 2"d detention pond will be required to be installed for the western half of the site at time of development. 4. The street name Sandstone Cove is a duplication and not an acceptable street name. A street name can be determined at time of platting. Cooper Run 1.Provide a sketch grading and drainage plan. The existing pond and drainage basin is being filled and drainage rerouted. Riverdale I. The proposed exit only driveway should be constructed with a more defined curvature to prevent vehicles from entering the north driveway. 2. Sidewalk is required to be installed adjacent to Riverfront Drive. Stormwater detention is required to be provided but is not shown on plan. Legion Hut Mobile Home Park I. The applicant is requesting to provide a payment in -lieu of construction of a detention facility for the 15 new lots. Staff is working with the applicant to determine if a payment can be accepted. Houff Plumbin I. Provide a grading and drainage plan. 2. Show where the proposed detention pond is proposed to be located for lot 4 and any future expansion on the other lots. 3. With development or redevelopment of any of the lots within the proposed subdivision, the 3 existing Kanis Road driveways will be required to be combined into 1 driveway in conformance with City of Little Rock code. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 LO ra rsT - -•. � us w w v. n N 4 N > > n LL � +• 'n • � m 8Eli �w � E o c Ln 0 ~ U a9 y10000 9 H.� — Vl N m hh06 S52h 9000 Oh90 9TU. -Ayr . i 4 1 fIl Of o'J fR w N O O Ff} y 7S g 47 N > I" ..Y.y� ma G m i i a 2 m 0 .a lc cq T506 552h 9000 Oh90 S` U 0 O O Ll C rj X w ❑ ❑ ❑ ❑ ❑ n r'I Q C Oh90 9906 992h 9000 SToO suUdoc 03/01/10 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCS PLANNING COMMISSION ON AN APPLICATION TO SUBDIVIDE PROPERTY To AIL owners of land lying adjacent to (including across the street from) the boundary of the property located at (ADDRESS OF PROPERTY TO BE SUBDIV ED, IF AVAILABLE) Owned by: (NAME OFOWNER) (ADDRESS OF OWNER) Number of proposed lots: 261 ; Proposed use of property:�i} I �j NOTICE IS HEREBY GIVEN THAT an application for the subdivision of the property cited above has been filed with the Department of Planning and Development_ A public hearin to review a preliminary plat for this p perty will be held by the Little Rock Planning Commission on ZaL81at ? 040 P.M. in the Board of Directors Chamber, second floor, Little Rock City Hall, located af500 W. Markham street. Note: The platting into lots and streets may involve a request for variances or waivers from the standards set forth in the Subdivision Regulations of the City of Little Rock. ALL PARTIES IN INTEREST MAY APPEAR and be heard at the above cited time and place, or any party in interest 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, located at 723 W. Markham St., phone, 371-4790, to review and discuss the application information with the Planning staff, Correspondence to the Planning Commission may be addressed to the Commission as a whole or to individual Commission members in care of the Little Rock Depm rnent of Planning and Development, 723 W. Markham St., Little Rock, AR 72201. AFFIDAVIT I hereby certify that I have notified all the abutting property owners of record of the above property that subject property is being considered for subdivision and that a Public Rearing is to be held by the Little Rock Planning Commission at the time and place described above. - Applicant (Owner or Authorized Agent) R 0—e l d lz 114 • 'L4�/K rw) (Name (Date) 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 July 6, 2018 Southwest Little Rock United for Progress Pam Adcock 6602 Baseline Road, Suite E Little Rock, AR 72209 REQUEST: The Village at Gateway Revised Prelimina Plat S-1766-G a re uest to revise a previously approved preliminary plat to add_ additional land area and allow the development of 42-acres with 261 townhouse lots. GENERAL LOCATION OR ADDRESS: located on the west side of Vimy Ride Road and west of the current terminus of Bia Rock Avenue OWNED BY/APPLICANT: Biq Rock Development LLC Bob Francis 501.840.7029 or Pat McGetrick McGetrick Engineering Agent (501.455.8899) NOTICE IS HEREBY GIVEN THAT an application for a Preliminary Plat 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 August 9, 2018 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. Jamie Collins 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 July 6, 2018 Little North Fork Mr. Jeff Willyard 28 Penny Lane Alexander, AR 72002 REQUEST: The Village at Gateway Revised Preliminary Plat S-1766-G a reguest to revise a previously approved preliminafy Plat to add additional land area and allow the development of 42-acres with 261 townhouse lots. GENERAL LOCATION OR ADDRESS: located on the west side of Virny Ride Road and west of the current terminus of Big Rock Avenue OWNED BY/APPLICANT: Big Rock Development LLC Bob Francis 501.840.7029) or Pat McGetrick. McGetrick Engineering A ent 501.455.8899 NOTICE IS HEREBY GIVEN THAT an application for a Preliminary Plat 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 August 9, 2018 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. Jamie Collins 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 July 6, 2018 Alexander Road Elaine Mitchell Crouse 60 Natchez Lane Alexander, AR 72002 REQUEST: The Village at Gateway Revised Preliminary Plat S-1766-G). a request to revise a previously approved preliminary plat to add additional land area and allow the development of 42-acres with 261 townhouse lots. GENERAL LOCATION OR ADDRESS: located on the west side of Vimy Ride Road and west of the current terminus of Big Rock Avenue OWNED BY/APPLICANT: Big Rock Development LLC Bob Francis 501.840.7029 or Pat McGetrick McGetrick Engineering Agent 501.455.8899 NOTICE IS HEREBY GIVEN THAT an application for a Preliminary Plat 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 August 9, 2018 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. Jamie Collins Director of Planning and Development EtCity 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 July 6, 2018 Quail Run Bill Westfall P.O. Box 120 Alexander, AR 72202 REQUEST: The Village at Gateway Revised Prelimina Plat S-1766-G a re uest to revise a previously approved reliminaplat to add additional land area and allow the develor)ment of 42-acres with 261 townhouse lots. GENERAL LOCATION OR ADDRESS: located on the west side of Vimy Ride Road and west of the current terminus of Big Rock Avenue OWNED BY/APPLICANT: Big Rock Development LLC Bob Francis 501.840.7029 or Pat McGetrick McGetrick Engineering Agent 501.455.8899 NOTICE IS HEREBY GIVEN THAT an application for a Preliminary Plat 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 August 9, 2018 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. Jamie Collins Director of Planning and Development subd.doc 03/01/10 INFORMATION SHEET FOR SUBDIVISION PUD's PD's, ZONING OR SUBDIVU516N SITU PLAN REVIEWS ITEM NO. DATE FILE NO. NAME: V1-zz &c x9 l w 1� -T�L �ow►+>H�+��� IJ L�zoO:�c�,V'> LOCATION: J��177��,$i'T'/D ©� ,}L�;..r�,�=R_ ll/�r�• R'�R9'�1� DEVELOPER: STREET ADDRESS 1 L%Gp CITY/STATE/ZIP l�"-k ,���i� _ Q "o"/it_( TELEPHONE NO. 7- /D,;-7 q � O ENGINEER: ■ ,, -CG-e i� !L'e iK C? eg P ;�Aple-- STREET ADDRESS 11601 CITY/STATE/ZIP 1-1TrLE fiOc'!G TELEPHONE NO. .S AREA '10-0 .4 C-9p FT. NEW STREET,�r�a l� ZONING PLANNING DISTRICT VARIANCES REQUESTED 1.) 2.) 3.) 4.) NUMBER OF LOTS z 6 PROPOSED USES',=SI�e/1JJi�. CENSUS TRACT July 2, 2018 Donna James, Subdivision Administrator City of Little Rock, Arkansas Planning and Development 723 West Markham Little Rock, AR 72201-1334 Re: Preliminary Plat Village at the Gateway Phase VIII Townhouse Development Dear Ms. James: We are herewith submitting preliminary plat for the abovereferenced site. It consists of 261 lots varying in size from 3000 to 4000 sq. ft. It will require 9,800 feet of new street. This development will tie into Alexander Road on the North and Vimy Ridge Road on the East. The access to Alexander Road will be across adjacent property. The property owners have agreed to dedicate the right of way when the road is built. 20% of the new lots will access the streets, 80% will have rear access from an access easement at the rear of the lots. The setbacks being requested are as shown on the plat. The open space in the initial development phase is 20% of the area being developed. This phase will also include a pool and club house. The initial phase being developed is 42 acres with another 58.5 acres for future development. Water service is by CAW and sewer by Little Rock Waste Water. Sincerely, McGetrick & McGetrick, Inc. Patrick�Mc�Getnck, P.E. PM:cmc City of Little Rock Planning and Development Filing Fees DateIL, 201Q Annexation Board of Adjustment Cond Use Permit/T UP Final Plat Planned Unit Dev Preliminaiy Plat Special Use Permit Rezoning Site Plans Street Name Change Street Name Signs Number -at Public Hearing Signs Number at ea ea Total