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HomeMy WebLinkAboutS-1800 ApplicationCity of Little Rock Planning and Development Filing Fees Date a 20� 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 Total File No �z! :�77k OCT 1 2017 $ $ / 'd b ea $ $ l� 2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. Sidewalks should be installed along Chenal Parkway. 3 Pedestrian access shoud be provided from the public right-of-way to and between the proposed buildings. 4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 5 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. Site grading, and drainage plans will need to be requested to time of will submitted and approved prior to the start of construction. Is advanced grading occur on the site for future phases with construction of phase 1? 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 9 Submit a Traffic Impact Study for the proposed project. Study should address trip generation and trip distribution for the development and also should take into account existing and projected traffic growth. The proposed drive thru stack distances should be examined to reduce conflicts and not block parking spaces and drive aisles. 10 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 11 The minimum Finish Floor elevation of at least 1 ft above the proposed base flood elevation is required to be shown on plat and grading plans for Lot 4A, 413, 4C, and 4D. At construction and prior to issuance of the final certificate of occupancy, an elevation certificate be required to be provided. 12 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide access easement is required adjacent to the floodway boundary. grading 13 The base flood elevations show to be below the bottom of the ditch. The majority of the channel adjacent to and within the subject property shows to be in the floodplain with the channel upstream of Arkansas Systems Drive shown to be in the floodway. Prior to issuance of a permit, a "No Rise Certification" based on the 100 year storm event for pre and post developed conditions must be provided to staff and FEMA is required for review and approval. 14 Per City code, Section 36-341, vehicle parking is restricted from being provided in the floodway. 15 The maintenance of the box culverts will be the responsibility of the developer, property owner, or property owner assocation. 16 In case of structure failure or obstructions, a 100 year overflow path must be provided that will not damage adjacent properties. 17 Submit a Traffic Impact Study for the proposed project. Study should address trip generation and trip distribution for the development and also should take into account existing and projected traffic growth. The proposed drive thru stack distance should be examined to reduce conflicts and not block parking spaces and drive aisles. Monday, October 30, 2017 Page 2 of 12 18 The proposed directional onsite traffic flow should be revised. The drive thru lane at the south building creates a point of conflict. 19 The parking on the eastside of the south restaurant should be removed to create a drive thru lane with no vehicle backing. 20 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 showing minimum finished floor elevations and 100 year overflow path. 21 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing is 250 ft from other intersections and driveways and 125 ft from side property lines. A variance is required for the proposed Arkansas Systems Drive driveway. 22 The median cut at Chenal Parkway cannot be permitted. The median cut would create an unsafe and nonconforming intersection due to existing speeds, volume, and the lack of stack and taper lengths. The MSP for Chenal Parkway states median cuts are allowed only at designated arterial and collector intersections. Z File Number S-1509-B Valley Springs Cottages Pre Plat Geyer Springs and Valley Drive 1 Geyer Springs Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 Valley Drive is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. In addition, the Master Street Plan shows Valley Drive connecting from Geyer Springs Rd to Chicot Rd. Portion os Valley Drive to the west show to be a private street. If the connection is not made, the right-of-way can be 50 ft in conformance with the residential street standard. 3 With site development, provide design of street conforming to the Master Street Plan. Construct street improvements to Valley Drive including 5-foot sidewalks with planned development. 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Geyer Springs including 5-foot sidewalks with planned development to provide the NB left turn lane. The new back of curb should be located 29.5 ft from centerline. Tapers will provided by striping. A NB left turn lane should be provided with 125 ft of stack and 75 ft taper. There is a history of Geyer Springs Road being overtopped by large storms at this location. Provide a Sketch Grading and Drainage Plan per Sec. 29-186 E. Conduct hydrologic and hydraulic analysis using HEC-RAS analysis during the 100 yr and 25 yr storm events to determine adequacy of drainage ditch, minimum finished floor elevation of proposed structures, and effectiveness of the detention ponds during the 25 year storm event. A copy of the model is available from FEMA or the USCOE for your use. 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 local property owners association to be detailed in the bill of assurance. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. The current flood study ends just west of Geyer Springs Road. The majority of the site is located outside the limits of a detailed flood study. Monday, October 30, 2017 Page 3 of 12 379- 9 Street Improvement plans shall include signage and striping. Traffic Engineering must approve completed plans prior to construction. 10 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading permit being requested to advance grade phase 2 with construction of phase 1 and is a varaince being requested to advance grade the lots with the street and utility 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 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) 1805 (Travis Herbner). 13 The proposed Valley Drive should be renamed to Stillman Drive due to the connection on the south. Street names and street naming conventions must be apporved by Public Works. Contact Glenn Haley at (501) 371-4537. 14 No fences or any other obstructions are allowed within the 50 ft undisturbed area along the creek. This statement should be shown within tract land to be maintained by the property owners association on the final plat. 15 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. The pedestrian crossing should take place at a pedestrian table placed near lots 15 and 16. Contact Nat Banihatti, Traffic Engr. At 379-18185 for additional info. 16 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. The proposed drainage easements along the creek and at the back of lots should be placed within tract land and maintained by the developer and/or property owner association. Easements or tract land centered on shared side property lines, cannot be fenced over and remain unobstructed. 17 Drainage easement and stormwater piping should be placed on the property lines and not across buildable lots. 18 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 19 100 year overflow swales must be constructed and placed within public drainage easements. 20 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. 21 Show on plan the location of Valley Drive in relation to the new proposed intersection. Left turn movements conflicts cannot be permitted. Z File Number S-1798-A LaMarche Place Villas Rev Pre Plat LaMarche Drive & Forest Lane 1 LaMarche Drive 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 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. Monday, October 30, 2017 Page 4 of 12 proposed and condition 3 Per Sec. 29-102 an evaluation should be conducted on the basis of existing downstream development and any analysis of stormwater runoff with and without the proposed development. If the development will cause or increase downstream flooding conditions, provisions to minimize such flooding conditions should be included in the design of the storm management improvements. Such provisions may include downstream improvements and/or detention of stormwater runoff is regulated discharge to the downstream storm drainage system. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owners association. 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 With a vehicle parked outside the proposed garage on Lot 12, the access easement, fire apparatus road turnaround will be reduced less than the required 70 ft length as required by the Fire Code. 7 If the access easement/fire apparatus access road turnaround is located on Lot 12, the plat should reflect no parking allowed adjacent to Lots 8 and 9 and the east half of Tract C. No Parking signage should be installed following construction. 8 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 9 The access easement driveway should be constructed to a commercial street standard to expected loads from City service vehicles. 10 No residential waste collection service will be provided on private streets unless the property owners association provides a waiver of damage claims for operations on private property. This pertains to the access easement. 11 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 12 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. 13 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 14 100 year overflow swales must be constructed and placed within public drainage easements. 15 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. Z File Number 5-1800 Sweatland Subdivision Pre/Final Plat 17501 Colonel Glenn Road 1 Colonel Glenn 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. Z File Number S-1801 Quality Outdoor Products Subdivision Site Plan Rev 13215 I-30 1 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. Monday, October 30, 2017 Page 5 of 12 2 Erosion controls must be installed to reduce discharge of polluted stormwater. Z File Number S-969-I Chenal Park Rev Pre Plat 15200 Chenal Parkway gutter 1 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Chenal Parkway including 5-foot sidewalks with planned development. The back of curb should be located at the same width as the existing curb and to the west and provide a total of 3 - 11 ft lanes and a 2 ft curb and gutter (at least 35 ft). 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 requested to advance grade future lots with construction on the 1 st lot? 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. 4 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 5 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. Elevation certificates will be required to be provided for all structures within the floodplain as shown on the effective FIRMS. 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 Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 8 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 9 Show all proposed driveway locations and radiuses. Show the proposed driveway location for Lot 4? 10 In accordance with 3 1-2 10 (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. 11 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 12 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 13 No clearing or tree removal is allowed within the right-of-way located in the middle of the divided Chenal Parkway. 13 The plan submitted for building permit shows 1 driveway accessing lot 2. The current proposal shows 2 driveways separated by 110 ft. Z File Number Z-1791-F 10 Candlewood Drive PCD 10 Candlewood Drive Monday, October 30, 2017 Page 6 of 12 I Due to the proposed use of the property, the Master Street Plan specifies that Candlewood Drive for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Candlewood Drive including 5-foot sidewalks with planned development. The new back of curb should be located 36 ft from the south curb. 3 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). In addition provide proposed maximum centerline grade of Candlewood Drive. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to grade beyond the extent of the developed area. 5 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. 6 Provide location of all proposed driveways. The east driveway should align with the Kroger driveway to eliminate conflicting left turns. 7 Provide a letter prepared by a registered engineer certifying the sight distance at the intersections comply with 2004 AASHTO Green Book standards. 8 Provide a cul de sac or hammerhead at the end of Candlewood Drive. Hammerheads should be designed to be at least 80 ft in length and the same width as the street if the deadend is 150 ft or less. If the deadend is 151 ft to 750 ft, the hammerhead should be designed to be at least 120 ft in length and the same width as the street. 9 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. 10 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. 11 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 12 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 13 A maximum of 30 vertical feet of fill or excavation (3-10 ft vt terraces or 2-15 ft vt terraces) is permitted however add. development areas may be constructed a min. of 150 ft in width at a slope no more than 8%. The max. 30 ft of fill or excavation may again be utilized. No more than 200 ft of terrace can be in a straight line and a minimum of a 10 ft curved section. 14 Per Section 29-190, for excavations or fills constructed with slopes flatter than 3:1 (three horizontal to one vertical), terraces are not required nor is there a limit on the height of cut or fill. 15 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, October 30, 2017 Page 7 of 12 16 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. Z File Number Z-3808-B Davis Short Form PRD 5210 Mabelvale Pike 1 Mabelvale Pike is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. Remove old driveway curb cuts no longer proposed to be used. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading variance being requested to grade Phase 2 with constructio of Phase 1? 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 7 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 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 owner. Z File Number Z-4093-A 8409 Geyer Springs PCD 8409 Geyer Springs Rd 1 Due to the proposed use of the property, the Master Street Plan specifies that Carlyle Drive for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 A 20 feet radial dedication of right-of-way is required at the intersection of Geyer Springs Rd and Carlyle Drive. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 The driveway location does not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing is 250 ft from intersections and other driveways and 125 ft from side property lines. The existing driveway should be moved to about 10 ft from the east property line. 5 Sidewalks with appropriate handicap ramps are required to be constructed adjacent to Carlyle Drive in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. Z File Number Z-6783-A 15723 Kanis Road PCD 15723 Kanis Road Monday, October 30, 2017 Page 8 of 12 I Kanis Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Road including 5-foot sidewalks with planned development. The new back of curb on Kanis Road should be located 29.5 ft from centerline. In addition per the Boundary Street Ordinance, The existing bridge should be widened to provide 27 ft of travel lane width from the existing centerline with an additional 12 ft provided for sidewalk, protective barrier wall, and shoulder. The applicant/developer is responsible for 100% of bridge construction on arterial streets for the initial 15 ft of span length to be payed to the City in -lieu of bridge construction. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 If the property is proposed to be annexed into the City of Little Rock prior to construction. A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade future phases with construction of phase 1? 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 6 Storm water detention ordinance applies to this property. 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 owners association and detailed in the bill of assurance. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction if construction commences prior to the property prior to annexation. 9 Contact Pulaski County Road and Bridge for any additional conditions of development within the floodplain. 10 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. I 1 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. 12 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit and/or building permit. An approved letter of map revision must be obtained prior to the issuance of a certificate of occupancy. 13 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent to the floodway boundary. 14 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. 15 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. Monday, October 30, 2017 Page 9 of 12 16 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book -standards. 17 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 18 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. 19 A minimum undisturbed strip 25 ft wide except for reasonable access shall be provided along each side of streams having a 10 yr storm >150 cfs. The undisturbed strip should be measured from the top of the bank. 20 Driveway location does not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The driveway must be constructed to a private street standard with curb, gutter and sidewalk on one (1) side providing 36 ft of width to the proposed parking aisle driveway. The remaining driveway can be constructed to a private shared access driveway standard with sidewalk on one (1) side. 21 The bridge will be the responsibility of the owner or property owners association to maintain. Z File Number Z-6900-B House of Bethesda PD-C 6900 Pecan Ave 1 Access to the proposed commercial site is taken from residential standard streets. Z File Number Z-7783-D Miracle Development Revised POD 14923 Cantrell Road 1 Cantrell 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. 2 Sidewalks with appropriate handicap ramps are required to be provided along the driveway in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 3 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 5 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owners association. Currently, detenion is being provided for the school only. Provide proposed stormwater calculations. 6 Per Sec. 29-102 an evaluation should be conducted on the basis of existing downstream development and any analysis of stormwater runoff with and without the proposed development. If the proposed development will cause or increase downstream flooding conditons, provisions to minimize such flooding conditions should be included in the design of the storm management improvements. Such provisions my include downstream improvements and/or detention of stormwater runoff and its regulated discharge to the downstream storm drainage system. Due to downstream conditions, the stormwater discharge flow rate cannot increase from current developed conditions to post -developed conditions during the 10 and 25 year storm events. 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. Monday, October 30, 2017 Page 10 of 12 8 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. Z File Number Z-8559-C Wildwood Place PD-R South of Denny Rd-Wildcreek Circle 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading permit being requested to advance grade the lots with the construction of streets, drainage, and utiliities? Is an advanced grading permit being requested to advance grade future phases with Phase VI? 2 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 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 local property owners 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 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. 6 Due to the number of lots being greater than 80, the Master Street Plan states Wildcreek Circle should be constructed to a residential street standard within a 50 ft right-of-way and sidewalk. 7 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. 8 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 9 100 year overflow swales must be constructed and placed within public drainage easements. 10 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. Contact Nat Banihatti, Traffic Engr. at 379-1818 for additional info. 11 Pedestrian access is not shown to be provided to the revised phases of development. Z File Number Z-8716-A 24201 Burlingame Road Rev PD-O 24201 Burlingame Road 1 Burlingame 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. Z File Number Z-9270 Gardner PD-R 900 N.Polk St. 1 A driveway apron should be constructed from edge of pavement to at least the sidewalk. All driveways shall have concrete aprons per City Ordinance. Z File Number Z-9271 Ricks Short -form POD 16900 Blk of Cantrell Road Monday, October 30, 2017 Page 11 of 12 I Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 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 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). The existing creek channel on the east side of the property should be improved to the Ark DOT box culvert similar to the upstream improvements. The grading of the site should consider stormwater during high flows to be shared between the 2 drainage culverts under Cantrell Road on the east and west sides of the site. 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. 7 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. 8 The minimum finished floor elevation should be shown on the grading plan with consideration of the previous drainage study. 9 With the future access requested to the property to the west, existing and future driveway access to Cantrell Road maybe restricted on the west property if conformance with the driveway spacing criteria of 300 ft cannot be met. 10 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Monday, October 30, 2017 Page 12 of 12 �Entergy October 30, 2017 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 Entergy Arkansas Inc. #9 Entergy Court Little Rock. AR 72211 RE: Entergy comments related to Planning and Zoning items for the November 1" Meeting Ms. James, Please find below Entergy's comments related to the items received from the Department of Planning and Development last week. The request letter said to have the comments back to you by October 30tn, 2017. Ricks short form POD —16900 block of Cantrell — about 325 ft east of Drew Dr. — Z-9271 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing single phase power line running near the west side of the property, another near the south side, and a three phase power line running along the north side of Cantrell Road near this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • 15723 Kanis Rd - mini -warehouse - PCD —15723 Kanis Rd. — Z-6783-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing three phase power line running along the south side of Kanis Road in front of this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Valley Springs Cottages Prelim Plat — Geyer Springs and Valley Dr. — 5-1509-B Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing three phase power line running along the east side of Geyer Springs Road. There is a single phase, overhead line on the north side of the property beginning about midway on the northern property line. There are underground power lines on the west and south sides of the property in various locations. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • 10 Candlewood Dr long -form PCD —10 Candlewood Dr — Z-1791-F Entergy Distribution does not object to this proposal. There do not appear to be any conflicts with existing electrical Distribution lines based on the information provided. There is an existing underground, three phase power line running along the west side of Candlewood which begins at a three phase overhead line on the southeast edge of the property. The concern for this project may be with an Entergy Transmission line which appears to run either through the property or along the northern edge of the property. Contact the Transmission Department with Entergy before this project proceeds to determine if there are any issues to discuss and resolve. Contact Entergy Distribution in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Davis short form PRD — 5210 Mabelvale Pike — Z-3808-B Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing three phase power line running along the south side of Mabelvale Pike in front of this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • House of Bethesda short -form PD-C — 6900 Pecan Ave. — Z-6900-B Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing three phase power line running along the west side of this property, and another line running along the south side of the property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Miracle Development revised short -form POD —14923 Cantrell Rd. — Z-7783-D Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing single phase power line running along the east side of this property, and a three phase line running along the north side of Cantrell Road near this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. Gardner short -form PD-R — 900 North Polk St. — Z-9270 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing three phase power line running along the north side of Polk Street adjacent to this property, and another single phase line running along the west side of the property. Service is already being provided to the existing structures. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. If construction takes place in the vicinity of the power lines, then OSHA and NESC clearance requirements must be maintained during and after construction. 24201 Burlingame Rd revised short form PD-O — 24201 Burlingame — Z-8716-A Entergy does not object to this proposal. Service is already being provided to this property with no apparent conflicts with existing facilities. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. • Wildwood Place Revised long form PD-R — S of Denny — Wildwood Creek — Z-8559-C Entergy Distribution does not object to this proposal. There do not appear to be any conflicts with existing electrical Distribution lines based on the information provided. There is an existing underground power line running along Wildcreek Blvd adjacent to this property in anticipation of this development. The concern for this project may be with the 20 foot wide gravel path and emergency access road which crosses under an Entergy Transmission line on the northeast edge of the property. Contact the Transmission Department with Entergy to determine if there are any issues related to this road to discuss and resolve. Contact Entergy Distribution in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ 84009 Geyer Springs short form PCD — 8409 Geyer Springs Rd — Z-4093-A Entergy does not object to this proposal. Service is already being provided to this property with no apparent conflicts with existing facilities. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. Quality Outdoor Products subdivision site plan review —13214 I-30 — S-1801 Entergy does not object to this proposal. There is an existing, primary voltage power line running along the west side of the property and then along part of the southern edge of the property. There are also secondary power lines feeding lights on the property. Service is already being provided to the existing structures. If construction takes place in the vicinity of the power lines feeding the private area lights on the property, then OSHA and NESC clearance requirements 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. • Sweatland subdivision Prelim/Final Plat —17501 Colonel Glenn Rd — S-1800 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing single phase power line running along the west side of this property. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities if required in the future. • LaMarche Place Villas revised Prelim Plat — LaMarche Dr & Forest Ln. NEC — S-1798-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing, primary voltage power line running along the north side of the property along Lucky Lane, and then along part of the southern edge of the property along Forest Lane. An underground power line also runs along the west side of the property along LaMarche Drive. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Lot 4 AR Systems Office Park Subdiv site plan review — Chenal Parkway at Ar System Dr. — 5-1073-L Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There are existing, underground power lines running along the north side Arkansas Systems Drive and one the west side of Chenal Parkway. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds • Chenal Park Centre revised Prelim Plat —15200 Chenal Parkway — 5-969-I Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities based on the information provided. There is an existing, overhead power line running along the east side of Wellington Hills to the west of this development. Entergy has already begun discussions with the developer about the best way to extend power to this site. 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-1073-L Project Name Project Type Lot 4 Arkansas Systems Site Plan - Multiple Bldgs Ofc Park Project Number S-1509-B Project Name Project Type Valley Springs Cottages Preliminary Plat Project Number S-1798-A Project Name Project Type LaMarche Place Villas Preliminary Plat Project Number S-1800 Project Name Project Type Sweatland Subdivision Preliminary/Final Plat 17501 Col Glenn Project Number S-1801 Project Name Project Type Quality Outdoor Products Subdivision/Site Plan Project Number S-969-I Project Name Chenal Park Centre Project Number Z-1791-F Project Name 10 Candlewood Drive Project Number Z-30008-8 Project Name Project Type Commercial Preliminary Plat Comment Made Separate Sewer Service Required for each Business. EAD Analysis Required. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Existing Easements must be retained. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Existing Easements must be retained. Comment Made Outside Service Boundary - No Comment. Comment Made Sewer Available to this site. Separate Sewer Service Required for each lot. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Existing Easements must be retained. Project Type Comment Made Planned Development: Commercial Sewer Available to this site. Existing easements must be retained. Project Type Comment Made Wednesday, October 25, 2017 Page 1 of 2 Davis PRD (apartments) Planned Development: Residential Sewer Available to this site. Capacity and Fee Analysis Required Project Number Z-4093-A Project Name Project Type Comment Made 8409 Geyer Springs Planned Development: Commercial Sewer Available to this site. EAD Analysis Required. Project Number Z-6783-A Project Name Project Type Comment Made 15723 Kanis PCD Planned Development: Commercial Sewer main extension required with easements if new sewer service is required for this project. Existing Easements must be retained. Project Number Z-6900-B Project Name Project Type Comment Made House of Bethesda Planned Development: Commercial Sewer main extension may be required. Capacity and Fee Analysis Required Project Number Z-7783-D Project Name Project Type Miracle Development Planned Development: Office Project Number Z-8559-C Project Name Project Type Wildwood Place Phase 6 & Planned Development: Residential 7 Project Number Z-8716-A Project Name Project Type 24201 Burlingame Road Planned Development: Office Project Number Z-9270 Project Name Project Type Gardner PD-R 900 N. Polk Planned Development: Residential Project Number Z-9271 Project Name Project Type Ricks POD Planned Development: Office Comment Made Sewer Available to this site. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee Analysis Required Comment Made Outside Service Boundary - No Comment. Comment Made Separate Sewer Service Required for each lot if subdivided. Sewer main extension may be required. Comment Made Sewer Available to this site. Existing easements must be retained. Wednesday, October 25, 2017 Page 2 of 2 To: Dana Carney, Zoning & Subdivision Manager Date: 10-20-17 Donna James, Zoning Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z-9271 South side of Cantrell Road in the 16900 Block Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littierock.go_v or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-6783-A 15723 Kanis Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; erichey(Plittle roc k.gov or Mark Alderfer at 501.371.4875; malderfer littlerock-goy . S-1509-B NC Z-1791-F 10 Candlewood Drive Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@litLierock.Qov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-388-E 5210 Mabelvale Pike Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littierock.eov . Z-6900-B 6900 Pecan Avenue Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev littlerock.g-ov or Mark Alderfer at 501.371.4875; maiderfer@littlerocl�ov . Z-7783-D 14923 Cantrell Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; ma Ide rfe r@ little rock. ov . To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following Locations: Z-9271 South side of Cantrell Road in the 16900 Block Maintain Access: Fire Hydrants. Date: October 20, 2017 Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 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. 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-6783-A 15723 Kanis 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. 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" TalI Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater, D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. Locking device specifications shall be submitted for approval \by the fire code official Electric gate operators, where provided, shall be listed in accordance with UL 325. 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. S-1509-B Gever SDrines and VaIIeV 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. 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. 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. 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-1791-Z 10 Candlewood Drive Full plan review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 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. 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. 13105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fixe apparatus road and the building. Other obstructions shall be permitted to be places with the approval of 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-3808-B 5210 Mabelvale Full plan review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Multi-FamilV Residential Developments As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all building, including nonresidential occupancies are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. Fire 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-6900-B 6900 Pecan Ave Full plans review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 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. 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-7783-D 14923 Cantrell Road Full plans review Z-9270 900 North Polk Street No comments Z-8716-A 24201 Burlinggame Road No comments Z-8559-C South of DennyRoad — Wildcreek Circle 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: 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. 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-4093-A 8409 Geyer Springs Road Full plans review S-1801 13215 1-30 Full plans review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Load i Elg 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. 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. 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. 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. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-180017501 Colonel Glenn 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. 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. S-1798-A LaMarche Drive and Forest Lane 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. One- or Two-FamilV Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1073-L Chenal Parkw 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. 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. 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. 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-969-1 15200 Chenal Parkwa 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 MUMS - 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 wail, 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. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Regards, Captain Rhodes and Captain Hogue Office: 918-3710 MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE NOVEMBER 01, 2017, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: OCTOBER 27, 2017 1. 15200 Chenal Parkway (S-969-I) No Comment 2. LaMarche Drive and Forest Lane S-1798-A No Comment 3. Geyer Springs and Valley Drive (S-1509-B No Comment 4. Chenal Parkway and Arkansas Svstems Drive SEC S-1073-L Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Chenal/Financial Center Design Overlay District. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/2) the full width requirement but in no case less than nine (9) feet. A minimum twenty-five (25) foot wide buffer (6% of the average lot width) is required adjacent to Arkansas Systems Drive. 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. Dumpsters and trash containment areas shall not be located within the front yard setback area or street side or exterior side yard setback area. 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. 5. 17501 Colonel Glenn Road (5-1800) No Comment 6. 132151-30 (S-1801) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Any new site development shall adhere to the current landscape code. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 7. 10 Candlewood Drive (Z-1791-F) Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Chenal/Financial Center Design Overlay District. 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 property to the north is zoned R2. The maximum dimension required shall be fifty (50) feet. The minimum dimension shall be one-half (1/2) the full width requirement but in no case less than nine (9) feet As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. 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 (3 0) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property, or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required 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. 8. 5210 Mabelvale Pike (Z-3808-B Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the north and west is zoned R2. The maximum dimension required shall be fifty (50) feet. The minimum dimension shall be one-half (I/z) the full width requirement but in no case less than nine (9) feet As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. Existing plant materials can be used to meet screening and perimeter requirements if protected and noted to remain on the landscape plan. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property, or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required 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. 9. 409 Geyer S rin s Rd Z-4093-A1 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 less than nine (9) feet. A land use buffer six (6) percent of the average width / depth of the lot but less than nine (9) feet will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the east is zoned R2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. An irrigation system shall be required for developments of one (1) acre or larger. If irrigation is not provided for developments of less than one (1) acre a there shall be a water source within seventy-five (75) feet of the plants to be irrigated. 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. 15723 Kanis Road (Z-6783-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 (%) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. A land use buffer six (6) percent of the average depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the west and a portion of the property to the south is zoned R2. The approximate width of the southern portion of the property is 470 feet. A minimum twenty-eight (28) foot buffer will be required on the west property line. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. In addition to the required screening, buffers are to be landscaped at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 11.6900 Pecan Avenue (Z-6900-B) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Any new development shall adhere to the current landscape code. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 12. 14923 Cantrell Rd (Z-7783-D) Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Highway 10 Scenic Corridor Overlay District. The Highway 10 frontage (front yard) shall consist of a minimum of forty (40) feet of landscaped area exclusive of right-of-way. The landscaped area shall contain organic and/or combined man-made/organic features such as berms, brick walls and dense plantings such that vehicular use areas are screened when viewed from an elevation of forty-two (42) inches above the elevation of the adjacent street. Trees shall be planted or be existing at least every twenty (20) feet and have a minimum of two (2) inches in diameter when measured twelve (12) inches from the ground at time of planting. Provide screening shrubs no less than thirty (30) inches in height at installation with an average linear spacing of not less at three (3) feet within the required landscape area A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The properties to the east and west are zoned R2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. Rear and side yards shall have a landscaped buffer averaging a minimum of twenty-five (25) feet from the property line. Parking is shown in the east landscape buffer. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required as per Highway 10 site design and development standards. The 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. 13. South of Denny Road - Wildcreek Circle (Z-8559-C,) No Comment 14. 900 North Polk (Z-9270) No Comment 15. 16900 Block of Cantrell Rd (Z-9271 ) Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Highway 10 Scenic Corridor Overlay District. The Highway 10 frontage (front yard) shall consist of a minimum of forty (40) feet of landscaped area exclusive of right-of-way. The landscaped area shall contain organic and/or combined man-made/organic features such as berms, brick walls and dense plantings such that vehicular use areas are screened when viewed from an elevation of forty-two (42) inches above the elevation of the adjacent street. Trees shall be planted or be existing at least every twenty (20) feet and have a minimum of two (2) inches in diameter when measured twelve (12) inches from the ground at time of planting. Provide screening shrubs no less than thirty (30) inches in height at installation with an average linear spacing of not less at three (3) feet within the required landscape area A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The properties to the north and east are zoned R2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required as per Highway 10 site design and development standards. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. Z-1791-F Address: 10 Candlewood Drive Planning Division: This request is located in River Mountain Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for rezoning from MF12 (multifamily district) and R5 (urban residence district) to PCD (Planned Commercial Development) to allow for future development of retail. Master Street Plan: West of the property is Candlewood Drive and it is shown as a Local Street on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. 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-3808-B Address: 5210 Mabelvale pike Planning Division: This request is located 65t" Street East Planning District. The Land Use Plan shows Residential Medium (RM) for this property. The Residential Medium Density (RM) category accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between (six) 6 and twelve (12) dwelling units per acre. The applicant has applied for rezoning from C1 (neighborhood commercial district) and R2 (single family district) to PRD (Planned Residential Development) to allow to build new 24 unit 2 building apartment complex at density of approximately 14 units/acre. Master Street Plan: East of the property is Mabelvale Pike and it is shown as a Minor Arterial Street on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Mabelvale Pike 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 Mabelvale Pike. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-4093-A Address: 8409 Geyer Springs Road Planning Divisions: This request is located in Geyer Springs East Planning District. The Lane 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. 0-3 (General Office District) to (PCD) (Planned Commercial Development) allow retail use of building and a food truck. Master Street Plan: South of the property is Geyer Springs Road and it is shown as a Minor Arterial Street on the Master Street Plan. East of the property is Carlyle Drive and it is shown as a Local Street on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Geyer Springs Road since it is a Minor Arterial. 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-7783-D Address: 14923 Cantrell road Planning Division: This request is located in River Mountain Planning District. . The Land Use Plan shows Transition (T) for this property. Transition is a land use plan designation that provides for an orderly transition between residential uses and other more intense uses. Transition was established to deal with areas which contain zoned residential uses and nonconforming nonresidential uses. A Planned Zoning District is required unless the application conforms to the Design Overlay standards. Uses that may be considered are low -density multi -family residential and office uses if the proposals are compatible with quality of life in nearby residential areas. The applicant has applied for a revised POD (Planned Office Development) to allow the development of an office building. This request is within the Highway 10 Overlay District. Master Street Plan: North side of the property is Cantrell Road it is shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since they are 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: A Class I Bike Path is shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-6783-A Address: 15723 Kanis Road Planning Division: This request is located in Ellis Mountain Planning District. The Land Use Plan shows Park/Open Space (PK/OS) and Suburban Office (SO) for this property. Parks/Open Space includes all public parks, recreation facilities, greenbelts, flood plains, and other designated open space and recreational land. The suburban office category shall provide for low intensity development of office or office parks in close proximity to lower density residential areas to assure compatibility. A Planned Zoning District is required. The Applicant has applied for a revised PCD (Planned Commercial Development) to allow a Mini -warehouse and retail. Master Street Plan: North of the property is Kanis Road it is shown as a Minor Arterial Street on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Kanis Road since it is a Minor Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. 16�:I'I91111 Address: 6900 Pecan Avenue Planning Division:_ This request is located in Port Planning District. The Land Use Plan shows Public Institution (PI) for this property. Public Institutional category includes public and quasi -public facilities that provide a variety of services to the community such as schools, libraries, fire stations, churches, utility substations, and hospitals.. The applicant has applied for a rezoning from R-2 (Single Family District) to PDC (Planned Development Commercial) for a quasi -public group to provide services to the community such as food pantry, day care, etc. Master Street Plan: West side of the property is Pecan Avenue and it is a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-8559-C Address: South of Denny Road— Wildcreek Circle Planning Division. This request is located in Burlingame Valley Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for a revised PD-R (Planned Development Resident) adding additional area (zoned R2) for additional lots. Master Street Plan: North of the property is Wildcreek Circle and it is a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-8716-A Address: 24201 Burlingame Road Planninq Division: This request is located in Burlingame Valley Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for a revised PD-O (Planned Development Office) to add a church as an allowable use. Master Street Plan: East side of the property is Burlingame Road it is shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Burlingame Road since they are Principal Arterial. This streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicvcle Plan: A Class II Bike Lane is shown along Burlingame Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9270 Address: 900 North Polk Street Planning Division: This request is located in Heights Hillcrest Planning District. The Land Use Plan shows Residential Low Density (RL) for this property. The Residential Low Density is for single-family homes at densities no greater than six dwelling units per acre. The applicant has applied for a rezoning from R-2 (single- family district) to PRD (Planned Residential Development) to allow to add two residences on a single lot. The request is within the Hillcrest Overlay District. Master Street Plan: East side of the property is North Polk Street and it is shown as a Local Street. The south side of the property is H Street and it is shown as a Collector on the Master Street Plan. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. 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: There are no bike routes shown in the immediate vicinity. Z-9271 Address: South side of Cantrell Road in the 16900 Block of Cantrell approximately 235 feet east of Drew Drive Planning Division: This request is located in Chenal Planning District. The Land Use Plan shows Suburban Office (SO) for this property. The suburban office category shall provide for low intensity development of office or office parks in close proximity to lower density residential areas to assure compatibility. A Planned Zoning District is required. The applicant has applied for a rezoning from R-2 to POD (Planned Office Development) to allow a proposed two story building. The request is within the Hillcrest Overlay District. Master Street Plan: East side of the property is Cantrell Road it is shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since they are 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: A Class I Bike Path is shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-9270 900 North Polk Street NC 2-8716-A 24201 Burlingame Road Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; criche littlerock.org or Mark Alderfer at 501.371.4875; malderfer@littlerock.org. Z8559-C South of DennyRoad — Wildcreek Circle NC Note: Does not appear to meet fire access. One entrance to more than 30 residential properties. Z-4093-A 8409 Geyer Springs Road Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.org or Mark Alderfer at 501.371.4875; malderfer@littlerock.org. S-1801 13215 1-30 Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . S-1800 17501 Colonel Glenn Road NC S-1798-A LaMarche Drive and Forest Lane - NEC NC 5-1073-L Chenal Parkway at Arkansas Systems Drive - SEC Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@iittlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . 5-969-1 15200 Chenal_Parkway Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littierock.gcv . Regards, Curtis Richey Commercial Plans Examiner PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 01 November 2017 NAME PICKS SHORT -FORM POD TYPE ISSUE COMMENTS Z-9271 All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of waterfacilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections ii)cluding metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. 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 NAME TYPE ISSUE COMMENTS discuss backflow prevention requirements for this project. 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. 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. 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. NAME TYPE ISSUE COMMENTS 15723 KANIS ROAD LONG FORM- Z-6783-A PCD All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. 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. The facilities on -site will be private. When meters are planned off private lines, private 3 NAME TYPE ISSUE COMMENTS 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. 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. 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. VALLEY SPRINGS COTTAGES S-1509-B All Central Arkansas Water requirements in PRELIMINARY PLAT 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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s)- 4 NAME TYPE ISSUE COMMENTS DAVIS SHORT -FORM PRD Z-3808-B All Central Arkansas Water requirements in 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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s)- 5 NAME TYPEISSUE HOUSE OF BETHESDA SHORT Z-6900-B FORM PD-C COMMENTS All Central Arkansas Water requirements in 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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). 0 NAME TYPE ISSUE COMMENTS MIRACLE DEVELOPMENT Z-7783-D All Central Arkansas Water requirements in REVISED SHORT -FORM POD effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. 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. The facilities on -site will be private. When meters are planned off private lines, private NAME TYPE ISSUE COMMENTS GARDNER SHORT FORM PD-R Z-9270 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. 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. 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. All Central Arkansas Water requirements in 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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. NAME TYPE ISSUE COMMENTS 24201 BURLINGAME ROAD Z-8716-A All Central Arkansas Water requirements in REVISED SHORT -FORM PD-O 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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. N NAME TYPE ISSUE COMMENTS WILDWOOD PLACE REVISED Z-8559-C All Central Arkansas Water requirements in LONG -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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 10 NAME 8409 GEYER SPRINGS SHORT - FORM PCD TYPE ISSUE COMMENTS Z-4093-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. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. 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. The facilities on -site will be private. When meters are planned off private lines, private 11 NAME TYPE ISSUE COMMENTS 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. 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. 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. 12 NAME TYPE ISSUE COMMENTS QUALITY OUTDOOR PRODUCTS S-1801 SUBDIVISION SITE PLAN REVIEW All Central Arkansas Water requirements in effect at the time of request for water service must be met. A main extension will be required for this project. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. 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. 13 NAME TYPEISSUE COMMENTS 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. 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 backf low preventer shall be 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. 14 NAME TYPEISSUE COMMENTS SWEATLAND SUBDIVISION S-1800 PRELIMINARY/FINAL PLAT All Central Arkansas Water requirements in 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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 15 NAME LAMARCHE PLACE VILLAS REVISED PRELIMINARY PLAT TYPE ISSUE S-1798-A COMMENTS All Central Arkansas Water requirements in 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. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. 16 NAME LOT 4 ARKANSAS SYSTEMS OFFICE PARK SUBDIVISION SITE PLAN REVIEW TYPE ISSUE COMMENTS S-1073-L All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. 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. The facilities on -site will be private. When meters are planned off private lines, private 17 NAME TYPE ISSUE COMMENTS 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. 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. 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. 18 HOLLOWAY ENGINEERING Surveying, & Civil Design, PLLC October 30, 2017 Donna James Subdivision Administrator City of Little Rock Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Re: Sweatland Addition located at 17501 Colonel Glenn Road, Little Rock, Pulaski County, Arkansas Dear Ms. James, Please find attached the following for the above -referenced project: 1. Notice of Public Hearing to adjacent property owners. 2. The Certified Receipts from the Post Office dated October 30, 2017. 3. The Certified list of property owners from Standard Abstract and Title Company, Inc. If you need further information regarding this project, please don't hesitate to call. Respectfully, lAa,d, " Of,;Z- Brandi Arps Office: 200 Cascy Drive, Nlaurnellc, AR 72-113 Phone: 501-851-3366 Fax: 501-851-3368 Email: aclmin@hollows),-eng.com subd.doc NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION TO SUBDIVIDE PROPERTY 03/01/10 To ALL owners of hand lying adjacent to (including across the street from) the boundary of the property located at; 17501 Colonel Glenn Rood, Llllle Rack, AR 72210 (GENERAL LOCATION OF PROPERTY ON WI-IIC•1 IS PROPOSED TO BE SUBDIVIDED) (ADDRESS OF PROPERTY TO BE SUBDIVIDED, IF AVAILABLE) Owned by; wllllam and Vlrglnla Swealland (NAME OF OWNER) 17501 Colonel Glenn Road, Lllde Rock, AR 72210 (ADDRESS OF OWNER) Number of proposed lots; 7. ; Proposed use of property; single family residential NOTICE IS HEREBY GIVEN THA9' an applicatian for the subdivision or the property cited above has been files) with the Department of Planningand Dcvc€uplllmli. A public hearing to review it preliminary plat for Ihis properly will be held by the Little Rock Planning Commission oil N-amber30 2017 nt4:00 P.M. ill the Board of Directors Chamber, second floor, Little Rock City [fall. located at 5t]0 W. Markham Street, Note, The plftiting into lots and streets may involve a rcqucst for variances or waivers from the standards set forth in the Subdivision Regulations ol'the City of Little Rock. ALL PARTIES IN INTEREST MAY APPEAR and be heard tit the above cited lime and place, or any party in inic"119l may notify the Planning Commission of (heir views on Ihis matter by letter. All persons interested it, this request arc --invited to call,or visit the Depiuxnlent of Planning and Development; located at 723 W, Markham St., phone, 371.4790, to review and discoss ilia lippplicntion infonnnlion With the Planning staff. Correspondence to the Planning Commis6on may he addressed to the Commission as a whole or to €tulividual Commission members in care of the Little Rock Depnrlmeni of PInnming and Development, 723 W. Markham SI., Litt Ic Rock, AR 72201. AFFIDAVIT 1 hcl'eby certify that 111nve notified all Ills abutting property owners of tt;cord or the above properly that Subject plxlporly is being consid,crecl for s[lbdivisiun and that It Public l4euring is to be held by the Little Rock P1nIl11ingCommiss1011Ill the finle Lind pk=dcscrihcd t x1 Applicant (Owner or Authorized Agent) (N1a_ ' ra _16 I (Dale) City of Lithe 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 December 4, 2017 Holloway Engineering, Surveying and Civil Design 200 Casey Drive Maumelle, AR 72123 Re: S-1800 - Sweatland Subdivision Preliminary/Final Plat, located at 17501 Colonel Glenn Road 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 November 30, 2017: X Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. Deferred to the Meeting. Other: If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator N C� ��l o PO-C R7A 4� 0 s� o 0 C� PCD o.. o� v C pNE THIS SITE o PCD Ro o r s R7A ° NY .............PU0 R2 0+ ❑ R2 �� j p Q CUP, On ® �j`r ALPJNE=CIR B° w z ❑® ® z R7A �--- Mal Area Zoning City of Little Rock Planning & Development Case: S-1800 Location: 17501 Colonel Glenn Road Ward: N/A PD: 18 CT: 42.07 TRS: TIN R14W 14 N 0 200 400 Feet City of Little Rock Planning & Development Case No: S-1800 Name: Sweatland Subdivision Location: 17501 Colonel Glenn Road Title: Preliminary /Final Plat MAI subd.doc 03/01/10 VARIANCE/WAIVER REQUEST FORM Date Filed 10 1 ) C I I 3wc4lo dbdivision C Plat Name 17501 colonel Road File Nv. J ChVner. William and Virginia Sweatland Engineer; Holloway Engineering, Surveying & Civil -Design, PLLC Address' 17501 Colonel Glenn Road AddreSS: 200 Casey Drive Little Rock, AR 72210 Maumelle, AR 72113 501-517-4350 Variance(s) Requested: Q i variance allowing frontage on a private street or access easement (3 501-851-3366 Jts5Iil [cation. One of the lots to be divided fronts on a private street (Alpine Circle). Owner's Signature- UMn�ASw apamd Date (� t15 l PLANMNG1OMMISSION ACTION: Approval ) Date Denial O Date Basis for Decision: .. BOARD OF DIRECTORS ACTION: Approval ( ) Date Denial () Date_ Basis for Decision: subd.doc 03/01/10 INFORMATION SHEET FOR SUBDIVISION PUD's PD's, ZONING OR SUBDIVISION SITE PLAN REVIEWS ITEM NO. f �7 FILE NO. J L �5 fJ U R,A►A-C- Sweatland Subdivision DATF 10-16-17 LOCATION: 17501 Colonel Glenn Road, Little Rock, AR 72210 DEVELOPER: William and Virginia Sweatland STREET ADDRESS 17501 Colonel Glenn Road CITY/STATE/ZIP Little Rock, AR 72210 TELEPHONE NO. 501-517-4350 ENGINEER: Holloway Engineering, Surveying & Civil Design, PLLC STREET ADDRESS 200 Casey Drive CITY/STATE/ZIP Maumelle, AR 72113 TELEPHONE NO. 501-851-3366 AREA 3.95 +/- NUMBER OF LOTS 2 FT. NEW STREET n/a ZONING R-2 PLANNING DISTRICT PROPOSED USES single family residential CENSUS TRACT VARIANCES REQUESTED L) variance allowing frontage on a private street or access easement 2.) 3.) 4.) subd.doc 03/01/10 ) Name ) To: The Public ) BILL OF ASSURANCE WHEREAS, William and Virginia Sweatland are the sole owners of the following described property 17501 Colonel Glenn Road, Little Rock, Pulaski County, AR Addition to the City of Little Rock, Arkansas, and desire to replat said lots: NOW, THEREFORE, WITNESSETH: That wc, the said William and Virginia Sweatland hereinafter termed grantor(s), have caused said tract of land to be surveyed by J. Eric Holloway , Registered Professional Engineer, and a plat thereof made which is identified by the title Preliminary Plat of Sweatland Subdivision and the date and by the signature of the said engineer and the said grantor(s), and bears a Certificate of Approval executed by the Little Rock Planning Commission, and is on record in the Office of the Circuit Clerk and ex-officio Recorder of Pulaski County, Arkansas, in Plat Book Page and the grantor(s) do hereby make this Bill of Assurance. The grantor(s) do hereby certify that they have replatted said real estate in accordance with said plat. The lands embraced in said plat shall be forever known as designed on said plat; and every deed of conveyance for said property shall use this designation. The filing of this Bill of Assurance and plat for record in the Office of the Circuit Clerk and ex- officio Recorder of Pulaski County shall be a valid and complete delivery and dedication of the streets and easements shown on the said plat. All buildings constructed on said lots shall be constructed no nearer to the street than the building line shown on the plat, and all buildings shall be constructed in conformance with the Building Code and Zoning Ordinance of the City of Little Rock, Arkansas. WITNESS, our hands this day of subd.doc 03/01/10 ACKNOWLEDGMENT STATE OF ARKANSAS) COUNTY OF PULASKI) BE IT REMEMBERED that on this day came before me a Notary Public within and for the County and State aforesaid, the undersigned and of Assurance. My Commission Expires: and stated that they had executed the foregoing Bill Notary Public subd.doc 03/01/10 AFFIDAVIT I William and Virginia Sweatland certify by my signature below thatIhereby authorize 41 I o w aM fna 1 ne-er i n G to act as my agent regarding the Preliminary Plat and Variance Request of the below described property. Property described as: 17501 Colonel Glenn Road, Little Rock, AR 72210 Signatdr of Title Holder Subscribed and sworn to me a Notary Public on this ctobel, Q-o1-7 My Commission Expires: & l BRAND K. ARPS MY COMMISSION # 12382606 EXPIRES: June 16, 2021 ''�•6' ` Pulaski County 1 Date 3th aAffi'11 ' K. Notary Public day of HOLLOAY ENGINEERING � &. Civil Design, Surveying, PLLC October 16, 2017 Donna James Subdivision Administrator City of Little Rock Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 RE: Subdivision Application for Sweatland Subdivision located at 17501 Colonel Glenn Road, Little Rock, AR 72210 Ms. James, Please find attached an application and 18 copies of the Preliminary Plat for the above referenced project. Also find a check in the amount of $183.00 for the review fee. We are asking for a variance to allow a lot split for creating frontage on a private street that services multiple rural county parcels. We are in the process of obtaining the necessary access easement from the landowner to the south. If you have any questions, please call us at 501-851-3366. Sincerely, //W��V Roland Csege Office: 200 Casey Drive, Maumelle, AR 72113 Phone: 501-851-3366 Fax: 501-851-3368 Email: admin@holloway-eng.com CRYSTAL FIRE PROTECTION DISTRICT ik 17325 LAWSON ROAD LITTLE ROCK, AR 72210 ISO CLASS 3 ti PHONE — 501.821.7099 FACSIMILE —501.821.0155 '4a+rnus�s www.crvstaiisi re.grq CHAD R. FORSHEE, CHIEF OF THE DEPARTMENT SI E vi.;v D. WHITE, ASSISTANT CHIEF November 29, 2017 Hollaway Engineering Attn: Roland Csege 200 Casey Drive Maumelle, AR 72113 Re: 17401 Colonel Glenn Road, Little Rock, AR 72210 Mr. Csege, This letter serves as a response to questions regarding the "Lot Split" of property at the above referenced location. In accordance with the Pulaski County Subdivision & Development Code, Chapter 5, Section 5.9 Utilities, (A) Water Supply: "Where a public water supply is within 1,320 feet of a proposed subdivision, the sub divider shall install or have installed a system of water mains and connects to such water supply and provide for fire hydrants and adequate fire pressure as determined by the serving water district and the local fire department." It is our recommendation that a fire hydrant be installed on any existing water line(s) in the area of the above noted address to better serve the area. A mutually agreed upon location can be determined once the "Lot Split" commences. Please feel free in contacting me at any time with questions or concerns. Respectfully, Chad R. Forshee Chief of Department Crystal Fire Protection District 424 c fors heeO,cry s tal f i re. or 501.681.0120 BOARD OF COMMISSIONERS CHAIRMAN GARY BOYLE ComvOSS/ONER DAvID STEARNS COdA issiONER TERRY TREECE COMMISSIONER MIKE CORNELL, TREASURER COMMISSIONER PAULA GARZA rev 5-26-16 Pulaski County Final Plat Checklist PLANNING AND DEVELOPMENT 3200 BROWN STREET LITTLE ROCK, AR 72204 501-340-8260 DATE: 10/20/17 DEVELOPMENT: Sweatland Addition Lots 1-2 Final Plat LOCATION: South side of Col Glenn road ENGINEER/SURVEYOR: Eric Hollaway PLANNING JURISDICTION: Pulaski County/LR ETJ Van McClendon Planning & Development Director The final plat shall indicate the following information: 1) no 3.7 A.L-3. LETTER OF APPLICATION, BILL OF ASSURANCE 2) yes 3.7 C.1.-4. 15 COPIES OF THE PROPOSED FINAL PLAT 3) yes 3.7 C.5.a. NAME OF SUBDIVISION (NO DUPLICATION) 4) yes 3.7 C.5.b. NAME AND ADDRESS OF OWNER OF RECORD 5) yes 3.7 C.5.c. SOURCE OF TITLE 6) yes 3.7 C.5.d. NAME AND ADDRESS OF SUBDIVIDER 7) yes 3.7 C.5.e. DATE OF DRAWING, NORTH POINT, GRAPIRC SCALE AND TWO LAND CORNERS AND STATE PLANE COORDINATES FOR AT LEAST TWO POINTS 8) yes 3.7 C.5.f. LOCATION OF PLAT/TRACT BY LEGAL DESCRIPTION GIVING ACREAGE 9) yes 3.7 C.5.g.-h. VICINITY MAP AND MAP KEY 10) yes 3.7 C.5.i. TRUE COURSES AND DISTANCES TO TWO NEAREST ESTABLISHED SECTION CORNERS OR BENCHMARKS AND STATE PLANE COORDINATES FOR BOTH POINTS 11) yes 3.7 C.5 j. BOUNDARY LINES OF TRACT WITH EXACT DIMENSIONS 12) yes 3.7 C.51. MUNICIPAL, COUNTY OR SECTION LINES 13) yes 3.7 C.5.1. STREET AND ALLEY AND OTHER R.O.W. LINES 14) yes 3.7 C.5.m. STREET CENTERLINES WITH ANGLES AND DISTANCES 15) yes 3.7 C.5.n. LOT AND BLOCK NUMBERS rev 5-26-16 16) yes 3.7. C.5.o. EASEMENTS, PUBLIC SERVICE, UTILITY, RIGHT OF WAY, ETC. 17) n/a 3.7 C.5.p. ACCURATE OUTLINES AND DESCRIPTIONS OF PUBLIC USE AREAS 18) yes 3.7 C.5.q. ACCURATE MONUMENT LOCATION AND DESCRIPTION 19) yes 3.7 C.5.r. DIMENSIONS, ANGLES, ETC. 20) n/a 3.7 C.5.s. CERTIFICATE OF ENGINEERING IF DESIGNED IMPROVEMENTS INCLUDED 21) yes 3.7 C.5.t. CERTIFICATE OF SURVEYING ACCURACY 22) yes 3.7 C.5.u. CERTIFICATE OF OWNER 23) no 3.7 C.5.w. CERTIFICATE OF FINAL APPROVAL 24) no 3.7 C.6.a. CERTIFICATION OF WATER SUPPLY AND SANITARY SEWER DISPOSAL 25) n/a 3.7 C.6.b. CALCULATION AND FIELD NOTES 26) n/a 3.7 C.6.c. REQUIRED BONDS, LETTERS OF CREDIT, CASH DEPOSITS, ETC. 27) no 3.7 C.6.d. ELECTRONIC COPY OF THE FINAL PLAT IN AUTOCAD 2000 OR HIGHER 28) yes 3.7 C.6.e. FEMA PANEL NUMBER AND FLOODWAY/PLAIN DESIGNATED 29) n/a 3.7C.6.f. ELEVATION CERTIFICATES 30) n/a 3.13 C.A PHASING 31) no 4.1 A. ACCESS 32) yes 4.1B.1.-3. CONFORMANCE TO MUNICIPAL AND COUNTY PLANS 33) yes 4.11). STREET(S) NAME 34) no 4.1E. LANDLOCKED PARCELS 35) n/a 4.117.1.4. NEW PRIVATE STREETS 36) n/a 4.2 A.L-12. DESIGN SPECIFICATIONS (STREETS) 37) n/a 4.2 B. L-2. BLOCKS 38) yes 4.2C.L-6. LOT DESIGN 39) yes 4.2 D. EASEMENTS 40) n/a 4.2. E. PARKING 41) n/a 8.1 DEVELOPMENT IN WATERSHED OF PUBLIC WATER SUPPLY 42) n/a 8.2 A-C WASTEWATER DISCHARGE PLAN 43) n/a 8.3 STORMWATER DISCHARGE PLAN 44) n/a 8.4 A-G PERFORMANCE STANDARDSBMP'S USED rev 5-26-16 45) n/a 8.7 A-B ADDITIONAL PLAT AND SITE PLAN APPLICATION REQUIREMENTS 46) n/a 8.8 NPDES REQUIREMENTS 47) n/a 8.9A-D UNDISTURBED AREAS 48) n/a 8.10A-13 CONSTRUCTION ON VERY HIGH SLOPES 49) yes FEES PAID Staff Comments: 1.) Provide Bill of Assurance for review. 23) Provide City of Little Rock and Pulaski County Certificate of Final Plat Approval. 24.) Provide septic approval for Lot 2. 27.) Provide copy of plat in AutoCad format. 31, 34.) Lot 2 is landlocked. Provide access easement to Lot 2. Additional Staff Comments: Change plat labels to Final Plat, not preliminary. Staff Recommendation: Approval subject to compliance with staff requirements. Public Works Review Comments Planning Commission Agenda Date: 11-3 0-17 Z File Number LA-0074-A Bowman Road at Executive Center Advance Board of Adjustment W of Bowman Rd and Executive Center Drive 1 The site has not been posted. Obtain signage from the Public Works Dept. 2 Is street construction proposed to follow the completion of the excavation? 3 Additional excavation will be required prior to commencing construction to realign Bowman Rd. 4 Per Sec. 29-197(11), a permanent vegetative cover of suitable perennial grass shall be established over all disturbed areas. Where indicated by soil tests, pH adjustments and addition of fertilizer established on disturbed area within 21 days of completion of excavation activities. may be required. Vegetation must be All disturbed areas should be hydroseeded. 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 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 7 A 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. Per Sec. 29-197(2), the grading shall be expeditously completed in a time frame not to exceed one (1) year in duration from the time work commences to installation of all final erosion control measures and vegetation. 9 The mowing and maintenance of the property is the responsibility of the property owner with it being privately owned. Per Sec. 29-197(12), periodic mowing, generally 2 times per year or more often if required by CLR shall be provided to encourage perennial grass growth. Per Sec. 29-197(13), maintenance for the 2 year period shall be guaranteed through posting of cash, surety bond or letter of credit as referenced in Sec. 31-431(2) at the time of final 10 Public works staff must be contacted for inspection for final approval of site stabilization prior to acceptance and relinquishment of maintenance bond. along 11 Per Sec. 29-197(5), a undisturbed temporary buffer shall have a minimum width of 50 ft where the subject property is adjacent to other properties and streets. Buffer width should be increased the west property lines. Z File Number S-1073-L Lot 4 Arkansas Systems Office Park Subdivision Chenal Parkway at Arkasnas Systems Drive 1 Chenal Parkway is classified on the Master Street Plan as a principal arterial. Dedication of right-of- way to 55 feet from centerline will be required. M r. r r` M LITU ii Q' (0 -l1Of' M n_I Conllted Fee p ' _ , Il(t - •� rp3 Phstmo q p Rnturn RaFen �(Endosmiqu[f1 . fora v Rrrsldclud Uellvory Foo p (EndaraomuntR.qulrudj mTotal Poslac t U/3fl/21)1 7 �- 5:rrrr A(iAtandy 17400 Alpine Ct. r- orPosoxNo. Little Rock, AR 72210 C+ry S+a�a Zff - its co- M1 +� e m m LITIL isI:q• R �2 ru Cortlllad Fee $CI,I_Iff r.� 4. p iialrrRt Fwalpl Fon �� v �f tPpclma}j� �S O (EndoraarrrentRaqu(mdy �I-I, I,II ' �+ „ ;; Here' Raatrlcled Carrvory Foad� (E.ndorsoment RortulredjEr S _ M Total Pc 1 RIl��7�?t1! 7 LGeo9susan Jernigan lonel Glenn Roadk, AR 72210-1509 POstal Service' CERTIFIED MAILP RECEIPT uY DO.Mestic MailOnly. r` m m L I.TrT't�' hp0�'i 11'•-7^► �,,���� �, j ( ,a ,r am "15 C3 g M PosTAd 3' r111 ru Cortlllad Fee $ p Ralum Rocclpl Fea _ � • Postmark p (EndorsurExrnt Aoqulrady �; I I, I I I I r f Hero ROWrilI aolFrary p (L�ndarswnantflcqulred) _r Total Postac n� �r, - - R GVM Property Holdings;'LL E-� 31 Orle Circle p ""pi.' r- Or PO Box No Little Rock, AR 72223 Ciry Siaiu; zr e.miai service-- M " i ■ nj a , Onlk Iv ry mPaalnnr nJ Cordfled Fee $II,IlfrIfl� p f C3 Return Rvicelpt Fao (EndosmtRoql$I+[r ) Pacitomrop. ornetodm I ' ! Raxtdcted Drdlvory 1•ea DO"' (Eadorsomanl Floc"" rlcnlY l TotaPosta. , rrl 1r71�17/ �i117 Wit TO Cf$�rler� N. Knight a 17409 Alpine Circle r- o r O B x Ni Little Rock, AR 72210 City Sims, Z •- ' MUMaY U, - ta a • • M m LIT Tl Cf2OCtk fT m P 9 rL Certl(IodFee $I,I,ma I,I)iE O Rohn RocelplFue rn ti hlnra p (Endorsdment Requlrod) la . (.+ :� p p (E:nclorsemoni rtpgouuarI Ir m Total PrCharles G, Thuston & PatriciA �rr'ri'I/2(117 arrr-ia.. Jernig�l^ 09 - � 18401 Polly Lane O Sfra ii if; r` orPoseUttle Rock, AR 72210 cirx siai r - m Fordelivery m LIT C, fiL1C P61111/1" I IS )tom tin isb` $$2.'� �� { �19 Cortlllad Foe t I I, I I r r PC Roturn fiaculpl Foo I' r p (8ndorsemoal Ruqulrad) ll , I.I fl; rt I IarR- 11actrMW Rollvory Fee- p (ErAowmanl Roqulrad)Er ff'I Tatnt Ponta 1'(;Y 70/201 7 Scb#.ewAssiah Le alien �- Rarrr o rq 17515 Colonel Glenn Road p "s4ivrii a fir: Little Rock, AR 72210 N or PO tlorr IYc Firs; Siriiu, c'7 - =r r%- Dornestic Mail only m m rq Im 'JUS; 13 m ru Certifled Fee V. L19 C3 64$1 PC C3 (EndorFtOa lum Receipt Fee ement Floqulrad) Z;r C3 Raswdod 0a 1 [wiry Fou C3 (Endorgornunt Seq 0- Ir m Total PoGlog. -1 0�61) 2 C, 17 PAAhEUP (-""L, .-2- oatto r-1 17324 Alpine Ct. C3 NU 9 j.-N r- -Po Box No. Little Rock, AR 72210 STANDARD ABSTRACT & TITLE COMPANY, INC. 3420 Old Cantrell Road (P.O. Box 7411) Little Rock, AR 72202 (72217) Phone: (501) 664-1300 Fax: (501) 604-2619 October 25, 2017 William A. Sweatland Virginia L. Sweatland 17501 Colonel Glenn Road Little Rock, AR72221 Re: Ownership Adjacent to Part of the SE V4 NE 1 /4, Section 14 Township 1 North, Range 14 West (17501 Colonel Glenn Road, Little Rock, AR, 72210), City of Little Rock, Pulaski County, Arkansas. Our File No. SS - DC 100 Dear Mr. and Mrs. Sweatland; The following is a list of apparent owners of property located within adjacent to Part of the SE'/ NE 1/4, Section 14 Township 1 North,. Range 14 West (17501 Colonel Glenn Road, Little Rock, AR, 72210), Original City of Little Rock, Pulaski County, Arkansas: Charles N. Knight, part of the NW1/4 NE1/4 SE1/4, in Section 14, Township 1 North, Range 14 West, as described in Warranty Deed recorded as Instrument No. 2003041044, records of Pulaski County, Arkansas (17409 Alpine Circle, Little Rock, AR 72210); Velma Brandy, part of the SE1A of the NEIA of Section 14, Township 1 North, Range 14 West, as described in Deed recorded as Instrument No. 2000066565 records of Pulaski County, Arkansas (17400 Alpine Ct, Little Rock, AR 72210-1904); Ronald P. Cook, part of the SE114 of the NE1/4 of Section 14, Township 1 North, Range 14 West, as described in Warranty Deed, recorded as Instrument No. 2010019933, records of Pulaski County, Arkansas (17324 Alpine Ct, Little Rock, AR 72210); Raytown Property Holdings LLC, Part of Lot 1, Goodwins Addition, as described in Warranty Deed, recorded as Instrument No. 2017034061 records of Pulaski County AR (31 Orle Circle, Little Rock, AR 72223); Scott or Assiah Lewellen, a part of the SE1/4 NE1/4, Section 14, Township 1 North, Range 14 West, as described in Quitclaim Deed, recorded as Instrument No. 2002154916 records of Pulaski County AR (17515 Colonel Glenn Rd, Little Rock, AR 72210); Mr. and Mrs. Sweatland October 25, 2017 Page 2 Geo W and Susan Jernigan, part of the SE1/4 NE1/4, Section 14, Township 1 North, Range 14 West, as described in Quitclaim Deed, recorded as Instrument No. 1993026492 records of Pulaski County, AR (17327 colonel Glenn Rd. Little Rock AR 72210-1509); and Charles G Thuston and Patricia Ann Jernigan, part of the SE1/4 of the NE1/4 of Section 14, Township 1 North, Range 14 West, as described in the Quitclaim Deed recorded as Instrument No. 2016023272 records of Pulaski County AR (19401 Polly Ln, Little Rock, AR 72210). This is not to be construed as a Title Certificate, Title Opinion or Title Insurance. Our liability is specifically limited to the amount paid for this service. NOTE; We cannot certify as to the accuracy of the mailing addresses because they were taken from the Tax Records of the Pulaski County Assessor's Office, CERTIFIED this 11th of October, 2017 at 4:00 PM. STANDARD ABSTRACT AND TITLE COMPANY, INC. By Lewis Custer Title Examiner subd.doc 03/01/10 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION TO SUBDIVIDE PROPERTY To ALL owners of land lying adjacent to (including across the street from) the boundary of the property located at: 17501 Colonel Glenn Road, Little Rock, AR 72210 (GENERAL LOCATION OF PROPERTY ON WHICH IS PROPOSED TO BE SUBDIVIDED) (ADDRESS OF PROPERTY TO BE SUBDIVIDED, IF AVAILABLE) Owned by: William and Virginia Sweetland (NAME OF OWNER) 17501 Colonel Glenn Road, Little Rock, AR 72210 (ADDRESS OF OWNER) Number of proposed lots: Z ; Proposed use of property: single family residential 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 hearing to review a preliminary plat for this property will be held by the Little Rock Planning Commission on November 30 2017 at 4:00 P.M. in the Board of Directors Chamber, second floor, Little Rock City Hall, located at 500 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 Department 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 Hearing is to be held by the Little Rock Planning Commission at the time and place described E&Ve. Applicant (Owner or Authorized Agent) _ >� (Name) to (Date)