Loading...
HomeMy WebLinkAboutZ-5151-B Application 113 Per Sec. 29-197(12), all erosion and stabilization controls, including permanent vegetation and plantings and stormwater detention systems are to be maintained by the responsible part for a period of 2 years following completion of site grading. 14 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. 15 Per Sec. 29-197(13), maintenance for the 2 year period shall be guaranteed through posting of cash, surety bond or letter of credit as referenced in Sec. 31-431(2) at the time of final inspection of the grading activities. 16 Per Sec. 29-197(14), all required federal, state, and local permits and approvals shall be obtained prior to commencement of land alteration activities. 17 Public works staff must be contacted for inspection for final approval of site stabilization prior to acceptance and relinquishment of maintenance bond. 18 Staked orange fencing must be installed along the open space undisturbed buffer areas during construction to prevent access to these buffer areas. 19 A Planning Commission signs should be posted at the site in viewable locations. Z File Number LA -0057-A Village at Colonel Glenn Advanced Grading 13401 David O. Dodd Rd 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 2 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the grading plan. 3 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 4 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. 5 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. 6 Provide visual screening of the completed area by providing undisturbed buffer strips or earthen berms. Per Sec. 29-197(3) provide line of sight illustrations from adjacent street(s) and properties for review by the Planning Commission. The width of the temporary buffer strips shall be 6% of the lot width and depth. The minimum width shall be 50 ft where the subject property is adjacent to other properties inlcuding the cemetery. The minimum width shall be 80 ft where the subject property is adjacent to an arterial street (David O. Dodd Rd). In no event shall these buffers be less than the width of the permanent buffers required for the development. A 50 ft advance grading buffer should be maintained along the north and east property lines. 7 Construction access points should be shown on the grading plan. A curved or angled road design streets. should be provided to limit the visibility of the interior grading work from adjacent Show the proposed location of the access point. 8 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 for the entire property showing access points, buffers, and berms. Monday, April 25, 2016 Page 2 of 8 9 Per Sec. 29-197(11), a permanent vegetative cover of suitable perennial grass shall be established over all disturbed areas. Where indicated by soil tests, pH adjustments and addition of fertilizer may be required. 10 Per Sec. 29-197(12), all erosion and stabilization controls, including permanent vegetation and plantings and stormwater detention systems are to be maintained by the responsible part for a period of 2 years following completion of site grading. 11 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. 12 Per Sec. 29-197(13), maintenance for the 2 year period shall be guaranteed through posting of cash, surety bond or letter of credit as referenced in Sec. 31-431(2) at the time of final inspection of the grading activities. 13 Per Sec. 29-197(14), all required federal, state, and local permits and approvals shall be obtained prior to commencement of land alteration activities. 14 Public works staff must be contacted for inspection for final approval of site stabilization prior to acceptance and relinquishment of maintenance bond. 15 Staked orange fencing must be installed along the open space undisturbed buffer areas during construction to prevent access to these buffer areas. 16 At the completion of the land alteration activities, a minimum six (6) inches of suitable top soil shall be placed over all disturbed areas and permanent vegetative cover established. 17 Provide the proposed source or destination of the cut/fill material from this site. 18 Sign(s) should be installed at the site on David O. Dodd Rd and Lawson Rd Z File Number 5-1773 John Jones Subdivision Pre Plat 17001 Elvin Rd I Elvin Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. Z File Number 5-1774 Oak Hill Estates Replat Lot 8 525 Zanzibar Street I Zanzibar St. is classified on the Master Street Plan as a residential street. A dedication of right-of- way 25 feet from centerline will be required. 2 Nation St. is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Zanzibar St. and Nation St. Z File Number S -8605-C SRVC Kanis Rev PD -C 11601 Kanis Rd 1 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. Monday, April 25, 2016 Page 3 of 8 vet With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to these streets including 5 -foot sidewalks with planned development. The proposed back of curb should be located 29.5 ft from centerline. If a permit is pulled prior to the bidding of the CLR Kanis Rd project, the applicant will be responsible to construct the widening to Kanis Rd. If so, a payment in -lieu of construction should be made to CLR. A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. A variance is being requested to advance grade the future grooming facilty with construction of the proposed 4 All driveways shall be concrete aprons per City Ordinance. 5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 6 Storm water detention ordinance applies to this property. 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 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z -1275-C Masoud Development PCD 4918 Baseline Rd 1 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. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is the development proposed to be constructed in phases and is a advance grading permit variance being requested? 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. If provided detention should be maintained for the existing developed portion of the site. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or 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. The proposal will intensify the use of the property. Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveways on Baseline Rd are required to be spaced at least 300 from other driveways and intersections. Driveways on Stanton Rd are required to be spaced at least 250 ft from other driveways and intersections and 125 ft from side property lines. Variances are required to be obtained for the proposed driveway locations. The width of driveway must not exceed 36 feet. 7 Insufficient stack it proposed for the drive thru on the east side of the new building. Monday, April 25, 2016 Page 4 of 8 8 Head -in parking should be removed from the main driveway access off Stanton Rd to remove the jog in the lane and create a better alignment. Z File Number Z -2936-A Envy Night Club PD -C Adj to 7200 Colonel Glenn Rd I A petition should be made to abandon the Blunt Street right-of-way adjacent to the proposed site. Z File Number Z -4551-E The Madina Institute PCD 12123 Kanis Rd 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 Rd including 5 -foot sidewalks with planned development. The new curb should be constructed as shown on plan. CLR is proposing a Kanis Rd Widening Project to bid in August, 2016. If a permit is issued for the proposed development prior to the bid date, the property owner is responsible to provide payment in -lieu of construction for the required street improvements and driveway apron. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 All vehicle parking within the Kanis Rd public right-of-way (minor arterial street) should not longer occur. 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. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 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 owner. 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 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveways on collector streets should be located at least 250 ft from other driveways and intersections and 125 ft from side property lines. A variance should be requested for the Cherry Brook Dr. driveway location. Z File Number Z -5151-B West Markham -North Monroe PCD 49085 W. Markham St. Monday, April 25, 2016 Page 5 of 8 I Sufficient vehicle maneuvering area is not provided on site. On the eastside and northside of the new building, at least 30 ft should be provided for the vehicle backing area and drive thru stack lane. A sufficient width of maneuvering area is not provided SE of the building for vehicles stacking and pass thru lane. 2 A 20 feet radial dedication of right-of-way is required at the intersection of W. Markham St. and N. Monroe St. 3 Due to the proposed use of the property, the Master Street Plan specifies that N. Monroe Street for the frontage of this property must meet commercial street standards. Dedicate right-of-way to back of the existing sidewalk on the southside of the N. Monroe St. driveway. 4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 5 The Markham St. driveway should be designed per Traffic Engineering design standards to prevent left turn movements. 6 The access ramps at the N. Monroe St./ Markham St. intersection should be replaced with new ramps that conform to ADA guidelines and CLR standard details. Z File Number Z -5276-A Faithway Baptist Church PCD 7510 S. University Ave 1 Due to the proposed use of the property, the Master Street Plan specifies that Wanda Lane for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 4 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 5 Remove the existing curb cut and install new curb and gutter on Wanda Lane near the I-30 frontage road. Also remove the existing culverts and driveways not proposed to be used on the I-30 frontage road. All driveways shall be concrete aprons on city street per City Ordinance. Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveways must be located at least 125 ft from side property lines and 250 ft from intersections and other driveways. A variance is needed to be approved for the proposed driveway location on Wanda Lane. Z File Number Z -5801-A Hall revised PCD 13311 Lawson Rd 1 Lawson Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. Z File Number Z -7517-A Highway 10 Storage Center PCD SW corner Ferndale CO & Hwy 10 Monday, April 25, 2016 Page 6 of 8 I Hwy 10 is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. The existing right-of-way maybe sufficient. 2 Ferndale Cut -Off Rd is classified on the Master Street Plan as a principal arterial. Dedication of right- of-way to 55 feet from centerline will be required. 3 Due to the property located at an arterial/arterial intersection, a 75 feet radial dedication of right-of-way is required at the intersection of Hwy 10 and Ferndale Cut -Off Rd. 4 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Hwy 10 including 5 -Foot sidewalks with planned development. Hwy 10 improvements are under the jurisdiction of AHTD and a request has been made by staff: 5 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Ferndale Cut -Off Rd including 5 -foot sidewalks with planned development. The new back of curb should be located 35 ft from the street centerline for a distance of 250 ft from the Hwy 10 intersection and then taper down to 29.5 ft. Street improvements should extend to the edge of pavement of Hwy 10. Staff can recommend approval deferral of street improvements to the next to last phase or Phase 3. 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 owner's association. 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 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 9 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveways on arterial streets are required to be located at least 300 ft from intersecting right-of-way and other driveways. A variance must be requested for the proposed driveway locations. 10 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. Z File Number Z -7684-A The Villas at Chenonceau PD -R Chenonceau Blvd @ Stonebridge Circle 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 3 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. 4 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. 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. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Monday, April 25, 2016 Page 7 of 8 6 The site should be reconstructed with 1 driveway. Contact Bill Henry in Traffic Engineering at 379- 1816 for more information. Z File Number Z -8080-B Masoud PCD 4508 Baseline Rd 1 Baseline Rd is classified on the Master Street Plan as a minor arterial with special design standards. Dedication of right-of-way to 45 feet from centerline will be required. Do not include the canopy structure in the dedication. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway locations on Baseline Rd should be located at least 300 ft from other driveways and intersections and 150 ft from side property lines. A variance should be requested for the driveway location on Baseline Rd. The driveway should be closed. 4 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway locations on Doyle Springs Rd should be located at least 250 ft from other driveways and intersections and 125 ft from side property lines. A variance should be requested for the driveway location on Doyle Springs Rd. The driveway should be moved further to the north of the wash bays. Z File Number Z -8632-B Arkansas Urology Rev POD 1300 Centerview Drive I 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. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance requested to advance grade additional phases of construction. 4 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or 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. Monday, April 25, 2016 Page 8 of 8 PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 22 April 2016 NAME TYPE ISSUE COMMENTS WEST MARKHAM-NORTH Z -5151-B All Central Arkansas Water requirements in MONROE SHORT-FORMPCD effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS THE VILLAS AT CHENONCEAU Z -7684-A SHORT -FORM PD -R All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. 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. 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. 2 NAME TYPE ISSUE COMMENTS JOHN JONES SUBDIVISION S-1773 All Central Arkansas Water requirements in PRELIMINAY PLAT effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. 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. ENVY NIGHT CLUB SHORT- Z -2936-A All Central Arkansas Water requirements in FORM PDC effect at the time of request for water service must be met. Contact Central Arkansas Water regarding the size and location of the water meter. 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. 3 NAME MASOUD SHORT -FORM PCD TYPE ISSUE COMMENTS Z -8080-B All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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. 4 NAME TYPE ISSUE HIGHWAY 10 STORAGE Z -7517-A CENTER LONG -FORM PCD COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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. 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 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 f1 NAME TYPE ISSUE COMMENTS 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. THE MADINA INSTITUTE SHORT- Z -4551-E All Central Arkansas Water requirements in FORM PCD effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review, Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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 RP7-A, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS ARKANSAS UROLOGY REVISED Z -8632-B SHORT -FORM POD All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities andlor 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 (RP7) is required on the domestic water service. This assembly must be installed prior to the first point of use. Gentral 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. 7 W_ NAME TYPE ISSUE 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 backflow preventer shall be required. N' NAME �T TYPE ISSUE SRVC KANIS REVISED SHORT- S -8605-C 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 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.. 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 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 VJ NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. 10 NAME TYPE ISSUE COMMENTS MASOUD DEVELOPMENT S-1 275-C SUBDIVISIONSITE PLAN REVIEW 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 andfor 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. 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 paint 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 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 11 NAME TYPE ISSUE COMMENTS 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. 12 NAME TYPE ISSUE COMMENTS FAITHWAY BAPTIST CHURCH SHORT -FORM PCD Z -5276-A All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. 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 CAVV'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 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 awned 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 13 NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. 14 NAME TYPE ISSUE �~ R COMMENTS HALL REVISED SHORT -FORM Z-5801 -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. 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 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 15 NAME TYPE ISSUE COMMENTS OAK HILL ESTATES REPLAT OF S-1774 LOT 8 pressure zone backflow preventer shall be required. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 16 MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE APRIL 27, 2016, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: APRIL 22, 2016 1. 17001 Elvin Road (S-1773) No Comment 2. 525 Zanzibar Street— __CL- No Comment 3. Adjacent to 7200 Colonel Glenn Road Z -2936-A No comments 4. 12123 Kan -is Road Z -4551-E Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (%z) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the southwest zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-102. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be 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. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building 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. 5. 49085 West Markham (Z -5151-B Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Midtown 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 ('/z) the full width requirement but in no case less than nine (9) feet. The property is located in the City's designated mature area. A twenty- five (25%) percent reduction of the buffer requirements is acceptable. The minimum dimension of the buffer shall be six (6) feet nine (9) inches. A street buffer is not provided between a portion of and the proposed parking area and the Markham Street right-of-way. A variance will be required from the City Beautiful Commission. 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. In areas designated as "mature" this strip shall be a minimum of six (6) feet nine (9) inches wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A large portion (approximately 55%) of the perimeter planting strip adjacent to the north property line is less than the required minimum of six (6) feet nine (9) inches. A variance will be required from the City Beautiful Commission. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Menu board speakers for drive-through windows shall be designed to provide for a solid wall at least six (6) feet in height and twenty (20) feet in length along the opposite lane line. This wall shall be constructed of masonry or wood with a textured finish to diminish sound deflection. An irrigation system shall be required for developments of one (1) acre or larger. 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. 6. 7510 South UniversaAvenue Z -5276-A 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 is zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-102. The buffer adjacent to the northern residential property is deficient. A minimum nine (9) foot perimeter planting strip will be required in this area. 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. 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. Trees and shrubs are required planed adjacent to street right-of-way. Plant material is to be provided at 1 tree and 3 shrubs for every 30 linear feet. A nine (9) foot street buffer will be required along the I-30 frontage road. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. An irrigation system shall be required for developments of one (1) acre or larger. 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 fulf lling Landscape Ordinance requirements can be given when preserving trees of six (b) inch caliper or larger. 7_ 13311 Lawson Road G -5801-A Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Maintain existing landscape and buffer areas adjacent to surrounding R-2 zoned properties. 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 (5) inch caliper or larger. 8. 9300 Ferndale Cut-off Road Z -7517-A 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 average linear spacing of not less at three (3) feet within the required landscape area an A land use buffer six (d) 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 south and west are zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (b) 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. Requirements for landscaping in land use buffers shall be the same as perimeter landscaping. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of land use buffer. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/2) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. The average east / west depth of the lot is approximately five hundred (500) feet. The average street buffer adjacent to the Ferndale Cutoff right-of-way shall be thirty (30) 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, and not less than twenty (20) feet in areas within the Highway 10 Scenic Corridor. 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. 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. 9. 4918 Baseline Road Z -7527-A1 Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Any new development will need to adhere to the current landscape code. A 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 R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-102. Street buffers wiII be required at six 6 percent t. The minimum dimension shall be one-half' (% thefull width requirement buof t no ase less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. Trees and shrubs are required planed adjacent to street right-of-way. Plant material is to be provided at 1 tree and 3 shrubs for every 30 linear feet. Existing trees and vegetation can be used to satisfy landscape requirements. The average depth of the lot (east/west) is approximately three hundred and eighty-five (385) feet. A twenty-three (23) foot buffer will be required adjacent to the Stanton Road right-of-way_ The average depth of the lot (northlsouth) is approximately four hundred and fifteen (415) feet. A twenty-five (25) foot buffer will be required adjacent to Baseline Road, Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet, A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide, One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be 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 (7 112) feet in width. Trees shall be included in the interior landscape areas at the rate of one (I) tree for every twelve (12) parking spaces, a Building landscape areas shall be provided between the vehicular use area used fr public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. 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. 10. Chenonceau Blvd North of Ranch Drive Z -7684-A1 No Comment 11.4508 Baseline Road Z -8080-B No Comment 12. 11601 Kanis Road (Z -8605 -CC Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (1/z) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. Trees and shrubs are required planed adjacent to street right-of-way. Plant material is to be provided at 1 tree and 3 shrubs for every 30 linear feet. Existing trees and vegetation can be used to satisfy landscape requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (15 0) square feet for developments with one hundred fifty (15 0) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. 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. 13. 1300 Centerview Drive {Z -8632-B Site plan must comply with the City's minimal landscape and buffer ordinance requirements. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. A portion of the north perimeter planting strip appears to be deficient. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. Building landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building. These shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building 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. Little Dock Wastewater Comments Project Number S -1275-C Project Name Project Type Masoud Development Site Plan - Multiple Buildings Project Number S-1773 Project Name Project Type John Jones Subdivision Planned Development Residential Project Number 5-1774 Project Name Project Type Oak Hill Estates Replat Lot Subdivision Replat 8 Project Number Project Name SRVC Kanis Project Number Project Name Envy Night Club Comment Made Sewer Available to this site. EAD Review Required for Grease Trap Comment Made Outside Service Boundary - No Comment. Comment Made Outside Service Boundary - No Comment. 5-8605-C Project Type Comment Made Planned Development Commercial Sewer Available to this site. Z -2936-A Project Type Planned Development Commercial Project Number Z -4551-C Project Name Project Type The Madina Institute Planned Development Commercia Project Number Z -5151-B Project Name Project Type West Markham -North Planned Development Commercial Monroe Project Number Z -5276-A Project Name Project Type Faithway Baptist Church Planned Development Commercial Project Number Z -5801-A Project Name Project Type Comment Made Sewer main extension required with easements if new sewer service is required for this project. Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. EAD Review Required for Grease Trap Comment Made Sewer Available to this site. Comment Made Thursday, April 21, 2016 Page 1 of 2 Hall Revised PCD Planned Development Commercial Project Number Z -7517-A Project Name Project Type Highway 10 Storage Center Planned Development Commercial Project Number Z -7684-A Project Name Project Type The Villas at Chenonceau Planned Development Residential Project Number Project Name Masoud PCD Project Number Project Name Arkansas Urology Thursday, April 21, 2016 Z -8080-B Outside Service Boundary - No Comment. Comment Made Outside Service Boundary- No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Project Type Comment Made Planned Development Commercial Sewer Available to this site. Z -8632-B Project Type Comment Made Planned Development Office Sewer Available to this site. Page 2 of 2 To: Dana Carney, Zoning & Subdivision Manager Date: 4-18-16 Donna James, Zoning Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z-5151-8 49085 West Markham 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.or or Mark Alderfer at 501.371.4875; malderfer@littlerock.or . Please note that fixed seating, kitchen area, office space, storage plus any customer waiting, serving, take out or other misc. spaces must be considered when calculating occupancy numbers. If this occupancy is found to exceed 99, fire sprinkler will be required. Z -7684-A Chenonceau Blvd. North of Ranch Drive No Comment 5-1773 17001 Elvin Road No Comment Z -2936-A Adjacent to 7200 Colonel Glenn No Comment Z -8080-B 4508 Baseline No Comment Z -7517-A 9300 Ferndale Cut -Off 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; criche littlerock-or or Mark Alderfer at 501.371.4875; malderfer littlerock.or . Z -4551-E 12123 Kanis-SEC CherEy Brook & Kanis This is a change in occupancy type for this structure and is therefore subject to full commercial plan review and approval prior to occupancy. This facility must meet 2012 Arkansas Fire Prevention Code requirements. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.org or Mark Alderfer at 501.371.4875; malderfer(pjittlerocic.org. Z -8632-B 1300 Centerview Drive No Comment 5-8605-C 11601 Kanis Road No Comment — New Construction is subject to full plan review as part of the permit process. S -1275-C 4918 Baseline 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; criche littlerock.or or Mark Alderfer at 501.371.4875; malderfer@iittlerock.org. Z -5276-A 7510 S. U n ive rs ity Ave. 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 littlerack.or or Mark Alderfer at 501.371.4875; malderfer littlerock or Z -5801-A 13311 Lawson Road No Comment S-1774 525 Zanzibar Street No Comment Regards, Curtis Richey Commercial Plans Examiner Z -5151-B Address: 4908 West Markham Street Planning Division: This request is located in the Heights Hillcrest District. The Land Use Plan shows Office (0) for this property. The Office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning from C-3 (General Commercial District) and 0-3 (General Office District) to PCD (Planned Commercial District) to allow the construction of a new fast food restaurant. The application is within the Midtown Design Overlay District. Master Street Plan: South side of the property is West Markham Road and it is a Minor Arterial. East side of the property is N. Monroe and it is 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. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class III Bike Route shown on North Monroe Street. Bike Routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z -7684-A Address: Chenonceau Boulevard, north of Ranch Dr. Planning Division_ This request is located in the Pinnacle Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC) for this property. The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a rezoning from 01 (Quiet Office District) to a PD -R (Planned District Residential) to allow the new construction of three buildings with two units each on individual lots as attached single family. Master Street Plan: West side of the property is Chenonceau Boulevard and it is shown as 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 -2936-A Address: Adjacent to 7200 Colonel Glenn Road Planning Division: This request is located in the Boyle Park Planning District. The Land Use Plan shows Commercial (C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for a rezoning from C3 (Neighborhood Commercial District) to PDC (Planned District Commercial) to allow the use of an existing vacant lot for outdoor entertainment associated with the private club located on the adjacent lot. Master Street Plan: South side of the property is Colonel Glenn Road and West 39th Street. Colonel Glenn Road is a Principal Arterial and West 39th Street is a Local Street 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 Colonel Glenn Road since it is a Principal Arterial. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lanes are shown along Colonel Glenn Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Address: 4508 Baseline Road Planning Division: This request is located in the Geyer Springs East Planning District. The Land Use Plan shows Commercial (C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for a rezoning from C3 (General Commercial District) to PCD (Planned Commercial Development) to allow the use of the site with used car sales in addition to the existing carwash facilities. Master Street Plan: South side of the property is Baseline Road and it is shown as a Principal Arterial. West side of the property is Doyle Springs Road and it is shown as a Collector on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Baseline Road since it is a Principal Arterial. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the sites. Bicycle Plan: A Class II Bike Lane is shown along Baseline Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z -7517-A Address: 9300 Ferndale Cut-off Road Planning Division: This request is located in the Buzzard Mountain Planning District. The Land Use Plan shows Residential Medium (RM) and Commercial (C) 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 Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for a rezoning from C-3 (General Commercial District) to PCD (Planned Commercial Development) to allow the development of 7+ acres with mini -warehouse units. The application is located within the Highway 10 Design Overlay District. Master Street Plan: East side of the property is Ferndale Cutt-off road; the north- east side of the property is Highway 10 and they are both Principal Arterials 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 Ferndale Cutt-off and Highway 10 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 Highway 10. 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). A Class II Bike Lane is shown along Ferndale Cut-off Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-4551 -E Address: 12123 Kanis Road Planning Division: This request is located in the Ellis Mountain Planning District. The Land Use Plan shows Suburban Office (SO) and Service Trades District (STD) for this property. The Suburban Office category provides 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 Service Trades District category provides for a selection of office, warehousing, and industrial park activities that primarily serve other office service or industrial businesses. The district is intended to allow support services to these businesses and to provide for uses with an office component. The applicant has applied for a rezoning from 0-3 (General Office District) and PCD (Planned Commercial District) to PCD (Planned Commercial Development) to allow the use of the building for office, worship, youth activities and educational seminars, and to allow for a new parking lot construction at the west lot of the property. Master Street Plan: North side of the property is Kanis Road and it is shown as Minor Arterial. West side of the property is Cherry Brook Drive and it is shown as 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 Kanis Road since it is a Minor Arterial. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z -8632-B Address: 1300 Centerview Drive Planning Division: This request is located in the 1-430 Planning District. The Land Use Plan shows Mixed Office Commercial (MOC) and Office (0) for this property. The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The Office category represents services provided directly to consumers (e.g., legal, financial, medical) as well as general offices which support more basic economic activities. The applicant has applied for a rezoning to add a portion of a Planned District Commercial (PDC) to an existing Planned Office Development (POD) to increase the site area for additional parking. Master Street Plan: The east side of the property is Centerview Drive and it is a Collector, the north side of the property is Kanis Road and it is shown as a Minor Arterial on the Master Street Plan. The primary function of a Collector Street is to provide a connection from Local Streets to Arterials. 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. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class III Bike Route shown on Centerview Drive and Autumn Road. Bike routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z -8605-C Address: 11601 Kanis Road Planning Division: This request is located in the 1-430 Planning District. The Land Use Plan shows Mixed office and Commercial (MOC) for this property. The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied for a revision to an existing PDC (Planned District Commercial) to allow removal of a portion of the site from the previously approved zoning. Master Street Plan: The north side of the property is Kanis Road and it is a Minor Arterial. 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. The primary function of a Collector Street is to provide a connection from Local Streets to Arterials. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bickcle Plan: There are no bike routes shown in the immediate vicinity. Z -5276-A Address: 7510 South University Avenue Planning Division: This request is located in the Geyer Springs West Planning District. The Land Use Plan shows Commercial (C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for revision of a PCD (Planned Commercial District) to allow the construction of a new church on this vacant lot. Master Street Plan: South side of the property is Interstate 30 and it is a Freeway on the Master Street Plan. West part of the property is Wanda Lane 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-5801 -A Address: 13311 Lawson Road Planning Division: This request is located in the Crystal Valley Planning District. The Land Use Plan shows Residential Low Density (RL). The Residential Low Density category provides for single family homes at densities not to exceed 5 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a revision of a PCD (Planned Commercial District) to allow the new owner to use the site as a contractor's storage yard as previously approved. Master Street Plan: The North side of the property is Lawson Road and it is shown as Minor Arterial on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Lawson Road. 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 Lawson Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Adk 'F;�Entergy April 19, 2016 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 May 19" 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 April 25tH, 2016. • West Markham -North Monroe — 49085 West Markham St: Z -5151-B Entergy does not object to this proposal. A 3 phase power line exists along West Markham Street in front of the property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. 0 The Villas at Chenonceau — Chenonceau Blvd No of Ranch Dr.: Z -7684-A Entergy does not object to this proposal. A 3 phase power line exists to the south of this development from which service could be extended. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ John Jones Subdivision — 17001 Elvin Road: S-1773 Entergy does not object to this proposal. A single phase power line is in the vicinity of this proposed lot. There do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. In Envy Night Club — adjacent to 7200 Col. Glenn Rd.: Z -2936-A Entergy does not object to this proposal. An overhead, single phase electrical line runs along Blunt Street on the south side of the property. There do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Masoud — 4508 Baseline Rd.: Z -8080-B Entergy does not object to this proposal. A three phase power line exists along the north side of Baseline Road and on the west side of Doyle Springs Road. A single phase line exists on the east side of the property. There do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. ■ Highway 10 Storage Center - 9300 Ferndale Cutoff Rd: Z -7517-A Entergy does not object to this proposal. A three phase power line exists along the east side of Ferndale Cutoff Road and on the north side of Highway 10. There do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • The Mandina Institute —12123 Kanis Rd — SEC Cherry Brook & Kanis: Z -4551-E Entergy does not object to this proposal. A single phase overhead power line exists running north and south just to the west of the building and to the east of the proposed parking lot. Extreme caution must be used in the clearing and construction activities in the vicinity of the power line so that proper clearances are maintained. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. • Arkansas Urology — 1300 Centerview Dr.: Z -8632-B Entergy does not object to this proposal. A three phase underground electrical line runs along the north side of the existing building. There do not appear to be any existing conflicts with Entergy facilities on this property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • SRVC Kanis —11601 Kanis Rd.: S -8605-C Entergy does not object to this proposal. A single phase overhead power line exists running north and south just to the west of this property. Extreme caution must be used in the construction activities in the vicinity of the power line so that proper clearances are maintained. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. ■ Masoud Development Subdiv. — 4918 Baseline Rd.: S -1275-C Entergy does not object to this proposal. Three phase power lines exist on the east side of the property behind the existing building, and into the center of the property extending from Baseline Road. Extreme caution must be used in the construction activities in the vicinity of the power lines so that proper clearances are maintained. Some existing poles and wires may need to be removed or relocated before construction proceeds. Contact Entergy in advance regarding future service requirements to the development, desired line extensions, and future facilities locations as this project proceeds. Faithway Baptist Church — 7510 South University Ave.: Z -5276-A Entergy does not object to this proposal. A three phase power line exists along the frontage road to the south of this property and on the east side of the property. Extreme caution must be used in the construction activities in the vicinity of the power lines so that proper clearances are maintained. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Hall —13311 Lawson Rd.: Z -5801-A Entergy does not object to this proposal. A three phase power line exists along the north side of Lawson road and on the west side of the property. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. • Oak Hill Estates Replat — 525 Zanzibar St.: 5-1774 Entergy does not object to this proposal. A single phase power line exists along the west side of Zanzibar Street on the west side of the property. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. If you need further assistance you may call me at 501-954-5158 or a -mail me at bneumei@entergy.com. Sincerely, Bernard Neumeier Region Engineering Supervisor Entergy Arkansas, Inc. To: Donna James Subdivision Administrator Date: April 21, 2016 From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following Locations: Z -5151-B West Markham Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z -7684-A Chenonceau Boulevard Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1773 17001 Elvin Maintain access if building structures. Z -2936-A 7200 Colonel Glenn Road Needs a public safety plan. 403.2 Public safety plan. In other than Group A or E occupancies, where the fire code official determines that an indoor or outdoor gathering of persons has an adverse impact on public safety through diminished access to buildings, structures, fire hydrants and fire apparatus access roads or where such gatherings adversely affect public safety services of any kind, the fire code official shall have the authority to order the development of, or prescribe a plan for, the provision of an approved level of public safety. 403.2.1 Contents. The public safety plan, where required by Section 403.2, shall address such items as emergency vehicle ingress and egress, fire protection, emergency egress or escape routes, emergency medical services, public assembly areas and the directing of both attendees and vehicles (including the parking of vehicles), vendor and food concession distribution, and the need for the presence of law enforcement, and fire and emergency medical services personnel at the event. 403.3 Crowd managers. Trained crowd managers shall be provided for facilities or events where more than 1,000 persons congregate. The minimum number of crowd managers shall be established at a ratio of one crowd manager to every 250 persons. Where approved by the fire code official, the ratio of crowd managers shall be permitted to be reduced where the facility is equipped throughout with an approved automatic sprinkler system or based upon the nature of the event. Z -8080-B 4508 Baseline Road No Comment Z -7517-A 9300 Ferndale Cut-off Road Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. 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 -4551-E 12123 Kanis Road Change of occupancy full plan review of structure. Z -8632-B 1300 Centerview Drive Fire Hydrants_, Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S -8605-C 11601 Kanis Road No Comment S -1275-C 4918 Baseline Road 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. 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 -5276-A 7510 South University Ave. Need to maintain access. Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Fire H drants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z -5801-A 13311 Lawson Road Need to 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. 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. 5-1774 525 Zanzibar Street No Comment Regards, Captain Rhodes and Captain Hogue Office: 918-3710 Memo Rock Region LV,A METRO Rock Region METRO Planning and Subdivision Review To: City of Little Rock Planning and Development, Donna James From: Kathleen Lambert, Sr. Transit Planner Date: May 2, 2o16 Re: Subdivision Reviews March 30, 2os6 hearing 1) S -1275-C Masoud Development Subdivision- 4918 Baseline Road a) Location is currently served by METRO along route 23. The route is an important transit connection in a low income community. Pedestrian amenities to connect the neighborhood residents tot eh transit line are extremely important. We recommend the developer consolidate curb cuts to lessen the potential for vehicle and pedestrian conflicts and facilitate transit connections. z) S -86o5 -C SRVC Kanis revised PD -C 116o1 Kanis Road a) Location is not currently served by METRO but is part of our long range plans. The Bowman/Kanis area has developed considerably over the last few years. METRO has plans to provide new service for the recent multi- family housing and commercial establishments in our 2o16 service changes. Future expansion as development warrants is also planned. Pedestrian infrastructure must be included for transit rider and disability community access to transit. 3) Z -4551-E The Madina Institute PCD 12123 Kanis Road a) Location is not currently served by METRO fixed route serve, however it is serve by METRO Links paratransit and is part of our long range plans. The Bowman/Kanis area has developed considerably over the last few years. METRO has plans to provide new service for the recent multi- family housing and commercial establishments in our 2o16 service changes. Future expansion as development warrants is also planned. Pedestrian infrastructure must be included for transit riders and disability community access to transit. Driveways, canopies and access to the clinic for paratransit service must be maintained. be included for transit rider and disability community access, except where prohibited by highway regulation. 12) Z -8632-B Arkansas Urology revised POD 13oo Clearview Drive a) Location is not currently served by METRO fixed route serve, however it is serve by METRO Links paratransit and is part of our long range plans. Pedestrian infrastructure must be included fortransit rider and disability community access to transit. 13) Z -7517-A Highway 10 Storage Center PCD 93oo Ferndale Cut-off Road a) Location is not currently served by METRO. No comments. James, Donna From: Ann Crow <missboofunkle@aol.com> Sent: Monday, May 2, 2016 11:40 AM To: James, Donna Subject: Fwd: Rezoning of property at 13311 Lawson Road -----Original Message ----- From: Mickey McGill <mmcgi112010@comcast.net> To: David Luneau <mdluneau@uafr.edu>; Jimmy Hughes <deadeyejim1@att.net>; David <dbeggs@flynco.com>; KC Daneshmandi <kcdanes@yahoo.com>; Doyle Chambers <doyle.g.chambers@gmail.com>; Alan Wildschuetz <alan.wildschuetz@gmail.com>; Richard Ayers <r.ayers@sbcglobal.net>; Arthur English <ajenglish@ualr.edu>; Ann Crow <missboofunkle@aol.com>; Fonda Ayers <fond aayers@scbg loba 1. net>; Bill Lundy <wblundy@sbcglobal.net>; Billie Jean Oholendt <bjcholendt@sbcgloba1.net>; Marty Baker <MBaker@ScottCompanies.com>; John Blanks <mechjwb1 @yahoo.com>; Bob Sebourn <bsebourn@aristotle.net>; Carole Blanks <carole.blanks@yahoo,com>; Robert Beard <mini1380@sbcglobal.net>; Karen Broadnax <karen.broad nax@gmail.com>; Linda Baker <finda- baker0605@sbcglobal.net>; Cherie Hebisen <kentandbennie@att.net>; Carol Mathews <rnathewscarol@sbcglobal.net>; Tom Crawford <thomascr@7a swbell.net>; Charlotte Harrison <harrison1941 @att.net>; Joanne Chambers <joanne.1.chambers@gmail. com>; Kathy Lynch <cozartcat@sbcglobal.net>; Curtis Freeman <curtis.freeman18@yahoo.com>; Garry Jones <glclown@aristotle.net>; Necole Kreie <necolekreie@yahoo.com>; Michael Utley <michael.ubey@arumc.org>; Otto Norton <fritter29@hotmafl.com>; Pat Kissire <pkissire@sbcglobal.net>; pfeiffer312 <pfeiffer312@aol.com>; Sid Wood <sidney.wood1950@gmail. com>; Shaun Jennings <shaunjennings@att.net>; Terri Luneau <terriluneau@swbell.net> Sent: Mon, May 2, 2016 11:15 am Subject: Fwd: Rezoning of property at 13311 Lawson Road Dear Family and Friends need your help again. An application is on the agenda of the Little Rock Planning Commission May 19, 2016 meeting to rezone the property at 13311 Lawson Road, Little Rock, AR 72210 from PCD to Revised PCD. This property is located across the street from my home. If approved it will allow the parking of Job Site Trailers on the property. A Job Site Trailer can be any trailer from a small trailer to an eighteen wheeler trailer. If approved there will be no supervision from the Little Rock Planning Commission on how the trailers are parked, the condition of the trailers, or the maintenance of the parking area. The Commission said that you do not have to live or own property in the neighborhood to oppose the rezoning of this property. Your address and James, Donna From: Riley McGill <rileydmcgill@gmail.com> Sent: Monday, May 2, 2016 11:27 AM To: James, Donna Cc: Sherry McGill Subject: Fwd: Rezoning of property at 13311 Lawson Road ---------- Forwarded message ---------- From: Mickey McGill <mmcgi112010@.comcast.net> Date: Monday, May 2, 2016 Subject: Fwd: Rezoning of property at 13311 Lawson Road To: Patti Mcgill cpattim+ag cox.net>, Wade McGill <WMcGill atni.com>, Lauren Mcgill <aurem5mac mail.com>, mickey.mcgill@central.aero, rileydmcgitl@=ail.com Dear Family and Friends, I need your help again. An application is on the agenda of the Little Rock Planning Commission May 19, 2016 meeting to rezone the property at 13311 Lawson Road, Little Rock, AR 72210 from PLD to PLD Revised. This property is located across the street from my home. If approved it will allow the parking of Job Site Trailers on the property. A Job Site Trailer can be any trailer from a small trailer to an eighteen wheeler trailer. If approved there will be no supervision from the Little Rock Planning Commission on how the trailers are parked, the condition of the trailers, or the maintenance of the parking area. The Commission said that you do not have to live or own property in the neighborhood to oppose the rezoning of this property. Your address and phone number are not needed. All you need to do is to forward this email. Please forward this email to diames(a)-liftlerock.org at the Little Rock Planning Commission to show your opposition to the rezoning of this property. This is like signing an on line petition. Please copy me and I will know that you have sent it. This will really help me out. Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 5-19-16 Z File Number LA -0054-A Village at Brodie Creek, Lots 4-11, Adv Grade Vari NWC Colonel Glenn Rd & I-430 detention control 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 2 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 3 Per Sec. 29-197(9) storm water detention must be constructed on site in accordance with Chapter 29 and maintained following completion of grading activities. Show location(s) of 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 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 measures and vegetation. 6 Per Sec. 29-197(3) provide line of sight illustrations from adjacent street(s) and properties for review by the Planning Commission. The elevation of the top of berms is determined by the elevation required to obstruct visibility. 6% of shall 7 Per Sec. 29-179(5), undisturbed areas designated for temporary buffers shall be kept undisturbed except for reasonable access to the site. The width of the temporary buffer strip shall be the lot width and depth. The minimum width shall be 50 ft where the property is adjacent to other properties. The minimum width shall be 80 ft where the subject property is adjacent to arterial streets (Bowman Rd & W. 36th St) or construct a berm to obstruct views. In no event shall these temporary strips be less than the width of the permanent buffers required for the development. 8 Berms should be installed to obstruct views from adjacent properties such as Lots 3R and lot 12. After the street is constructed, berms should also be constructed along the new street ROW adjacent to the lots that are not proposed to be developed in the immediate future. 9 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 for the entire property showing access points, buffers, and berms. 10 Construction access points should be shown on the grading plan. 11 Per Sec. 29-197(11), a permanent vegetative cover of suitable perennial grass shall be established over all disturbed areas. Where indicated by soil tests, pH adjustments and addition of fertilizer may be required. 12 At the completion of land alteration activities, a minimum of 6 inches of suitable top soil shall be placed over all disturbed areas and permanent vegetative cover shall be established. Top soil be suitable clay or silt loam soil capable of supporting perennial vegetation. If on-site soil is suitable, the top soil may be stripped from the site prior to grading, or suitable soil may be brought in from off-site. Et City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 DATE: April 12, 2016 Entergy Center Point - ARKLA AT&T Central Arkansas Water Little Rock Wastewater Pulaski County Planning Little Rock Fire Department Public Works: Engineering, Traffic (2) Parks and Recreation Department NAME: West Markham -North Monroe Short -form PCD TYPE OF ISSUE: Planned Commercial Development — new construction of a fast food restaurant FILE NUMBER: Z -5151-B LOCATION: 49WT West Markham Street Planning and Development — Site Plan Review Planning and Development Graphics Planning and Development — Building Codes Rock Region Metro Ozlem TO WHO IT MAY CONCERN: On May 19 2016 the Little Rock Planning Commission will consider the above referenced issue. NOTE: The Interdepartmental Meeting at which this issue will be discussed will be held on April 22, 2016. NOTE: The Subdivision Committee Meeting at which this issue will be discussed will be held on April 27, 2016. A copy of the plan for the referenced issue is enclosed for your consideration, and your comments and/or recommendations will be appreciated. Vna , es, AICP Subdivision Administrator (Please respond below and return this letter with your comments for our records.) Approved as Submitted. PLEASE RETURN COMMENTS BY April 25 2416. Easement (s) required (See attached plat or description.) *To all utilities: If an easement is requested which is in excess of I0 feet in width, provide justification for the easement or the request will not be included in the Planning Commission agenda. Comments: Enclosure James, Donna From: NEUMEIER, BERNARD <BNEUMEI@entergy.com> Sent: Wednesday, April 20, 2016 4:40 PM To: James, Donna; Carney, Dana Subject: RE: Entergy Comments for the April 25th response due date I received an updated set of plans for 49085 West Markham.... File Number: Z -5151-B. Entergy's comments submitted in the letter I sent to you yesterday are the same for the revised set of plans... • West Markham -North Monroe — 49085 West Markham St: Z -5151-B Entergy does not object to this proposal. A 3 phase power line exists along West Markham Street in front of the property. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Let me know if you need anything additional regarding this site. Thanks, d6etnazd 0/0feumeiet Region Engineering Supervisor Entergy Arkansas, Inc. 8-721-5158 501-954-5158 501-954-5175 fax 501-733-0045 cell From: James, Donna [mailto:DJames@littlerock.org] Sent: Tuesday, April 19, 2016 7:39 AM To: NEUMEIER, BERNARD; Carney, Dana Subject: RE: Entergy Comments for the April 25th response due date EXTERNAL SENDER. DO NOT click links if sender is unknown. DO NOT provide your user ID or password. Thanks Bernard — Have a great rainy day. From: NEUMEIER, BERNARD [mailto:BNEUMEI entergy.com_] Sent: Tuesday, April 19, 2016 7:26 AM To: Carney, Dana <DCarney@littlerock.org>; James, Donna <DJames@littlerock.or > Cc: BREWSTER, JAMES P <JBREWST@entergy.com> Subject: Entergy Comments for the April 25th response due date Dana and Donna, Please find attached a document which contains the individual comments for the sheets Entergy received last week. Let me know if you need anything else regarding these proposals. Thanks, ,oBetnatd OViewneielt Region Engineering Supervisor Entergy Arkansas, Inc. 8-721-5158 501-954-5158 501-954-5175 fax 501-733-0045 cell The new 2013 Service Standards are issued in an electronic format on the Entergy web page (www.entergy.com). The link is: Arkansas: httl2.ZZwww.enter-arkansas.com our business/builder.aspx ut City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rack, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 DATE: April 12, 2016 ❑ Entergy ❑ Center Point - ARKLA ❑ AT&T ❑ Central Arkansas Water ❑ Little Rock Wastewater ❑ Pulaski County Planning ❑ Little Rock Fire Department ❑ Public Works: Engineering, Traffic (2) ❑ Parks and Recreation Department NAME: West Markham -North Monroe Short -form PCD TYPE OF ISSUE: Planned Commercial Development — new construction of a fast food restaurant FILE NUMBER: Z -5151-B LOCATION: Nest Markham Street ❑ Planning and Development — Site Plan Review ❑ Planning and Development Graphics ❑ Planning and Development — Building Codes ❑ Rock Region Metro ❑ Ozlem TO WHO IT MAY CONCERN: Please disregard the plan previously mailed to you — the attached plan is the new construction proposed. On May 19, 2016 the Little Rock Planning Commission will consider the above referenced issue. NOTE: The Interdepartmental Meeting at which this issue will be discussed will be held on April 22, 2016. NOTE: The Subdivision Committee Meeting at which this issue will be discussed will be held on Anril 27, 2016. A copy of the plan for the referenced issue is enclosed for your consideration, and your comments and/or recommendations will be appreciated. S, Donn es, AICP Subdivision Administrator (Please respond below and return this letter with your comments for our records.) Approved as Submitted. 9 PLEASE RETURN COMMENTS BY April 25, 2016. Easement (s) required (See attached plat or description.) *To all utilities: If an easement is requested which is in excess of 10 feet in width, provide justijrcation for the easement or the request will not be included in the Planning Commission agenda. Comments: Enclosure STEWART TITLE OF ARKANSAS 11300 N. RODNEY PARHAM SUITE 100 LITTLE ROCK, AR 72212 (501) 228-8201 FAX -501-588-0191 APRIL 15, 2016 Attn: WALID ISMAEL Re: 4900 WEST MARKHAM, LITTLE ROCK, AR 3410980002000 Dear Walid We have searched the records of Pulaski County, Arkansas, to the 23RD day of MARCH, 2016 as to the following described lands: • Adams Howard Subdivision Part of Block 5 r 34LO980002000 For the last record owners of the lands which lie within 200 feet of subject property. The names on the attached sheet represent said owners. The addresses shown are taken from current directories and tax records. We do not certify as to the validity of this title or as to the accuracy of said addresses. Our liability is limited to the amount paid for this service. Sincerely, Linda K. Riggins Escrow Officer STEWART TITLE OF ARKANSAS 1. 34LO950011200 Benjamin Morgan and Amber Knight 2. 34LO950011100 Steven and Misty Bowen Eubanks 3. 34LO980000800 Mary Law 4. 34LI030000500 First Security Bank 5. 34LI010001200 ABACO International, LLC 6. 34LO950010400 Itzberg LLC 7. 34LO950010200 Itzberg LLC 8. 34LO950010500 Chase and Rosalind Utley 9. 34LO950010100 Allen S. Houseley 10. 34L0980001000 Brent and Nandini Molden 11. 34L0950010000 Erik and Kathryn Heller 12. 34L0950010900 Mark Parrish 13. 341,0950009900 Mildred and Janice Walton 14. 341,0950009800 John M. Turpin 15. 34L0950010600 DU Developments LLC 16. 34L0950010700 Caitlin Abiseid 17. 341,0950010800 Stephen A. Scott 18.34L0950010300 Limwitz LLC 19. 341,0950011000 William Collins 20. 341,1010000900 Robert and Carole Hughson 21. 34L0980001500 Elizabeth Robinson 22. 34L0980001502 Elizabeth Robinson 23.34L1030000700 Elizabeth Robinson 24. 34L0980001300 William Bozarth 25.34L1010000500 Bruce and Sharon Chucoski 26. 34L0980001200 Henry Rice 27. 341,0980000900 Parker Cope 28. 34L0980001400 Taylor Neeley 29. 341,0980001501 ARC CafehldooI LLC C/O Wendy's 30. 34L0950011300 William and Susan Thomasson 31. 34L0950009600 Colin Hall 32. 341,1010000600 Nicole Hobbs 33. 341,0950009700 John R Donnally C. Davis 34. 34L09400110 War Memorial 35. 34L09400108 Ar State Hospital LF GAL pESCRTPTIflS A PAffT a: BLOCK S. H0'#ARD ,E og., SUi�k S E1 f Z O THE ;; 1 / OF I~ t4E1 /4 OF SECTION $, TCrY: 3SHlP i. NORTH, PDGF 1 WEST,. IN YHE Qrly or DES az R- AS, FO A r5, y; ' IRUN : ,fCA�+CS�S, t E PArRMU T i : Bra Cit+33�RIC Ai THE $x13 t i iFAS1' CC3l�iEFt OF S•iO BLOCK GMK 5: TriE1+cCE s}t CE it ii i C?€�G EAST LINE T iEREO A DIST, ) 150 ��; QST 93--1j3 FEET; THENCE Sd� f50 � io Ti E SO i�# LSE EHE oF; TF.FNCE EA5T 9.3—J/3 FEE; TO TME. POINT 'OI E4EU3i�t+flf�G'. i s !GINt4h,40 A T A P01 -MIC 93_ 1; 3 FEET WEST OFT8E SOUTHEAST GGFLkj�i; or M�ocj< 5, FV ASO ADNAS SUSDIVISIoN, filer) Rum TI—EME NORTH p?;�L EL 'TO FE E -AST F INiF OF SM) BLOCK A DISTANCE OF 15C1 FEET, s ICE iHES [ P�Ixri. TD THE Sot H LtwE OF �SQD BLOCK 5 A DISTANCE OF 6#.C4 FEET; THENCE SOUTH 150 Wit; THE�CE EAST ALO7N THE .Sd . LNcE OF BLOCK ✓ W THE P01 -MT OF BEkN _ Grantee(5) acknowledges this conveyance is taken subject to the Waiver of Warranty made . Rant of.that certain Purchase Agreement dated February1, 2016, herein atta.ched.as; Exhibit ".B"' ARCountyData.Com - Parcel Detail Report Page 1 of 2 Parcel Detail Report Created: 4/14/2016 5:36:43 PM Basic Information — 1... Parcel Number: 34L0980002000 2001 County Name: Pulaski County 10 Ownership PULASKI BANK & TRUST CO Code Description Information: 4908 W MARKHAM ST 304 Bank LITTLE ROCK, AR PULASKI BANK & TRUST CO Billing Information : 601 POYDRAS ST STW 2075 NEW ORLEANS LA 70130 Total Acres: 0.53 Timber Acres: 0.00 Sec-Twp-Rng: 5-1 N-12 Lot/Block: PART OF BLOCK 5/5 Subdivision: ADAMS HOWARD SUB PART OF BLOCK 5 HOWARD ADAMS SUBDIVISION MPDA BEG SE COR BLOCK 5 HOWARD ADAMS Legal Description: SUBDIVISION TH N150' W154.37' S150' E154_.37' TO THE BEG School District: _ 001 ]RSD - 001 T Homestead Parcel?: N_o Tax Status: _ Taxable Over 65?: No Land Information_ Land Type Quantity Front Width Rear Width Depth 1 Depth 2 Quarter COMSQFT 23,086 sqft NE Valuation Information Entry Appraised Assessed Land: 346,300 69,260 Improvements: _ 332.250 56,450 - T Total Value: 678,550 135,710 Taxable Value: 135.710 Millage: -- — OM Estimated Taxes: $9,499.70 Assessment Year:2015 Sales History Date Price Grantor Grantee Book Page Deed Type 1/5/2001 224,000HAMRA to PULASKI BANK & TRUST 01 001496 WADS 2/8/1999 0HAM RA TO HAM RA CARbLYN M 99 11057 UNKNOW 4/1/1991 3,500 91 21818 DEED(Deed) 6/1%1985 46,500 85 34792 DEED(Deed) Improvement Information Commercial Improvements Commercial Improvement #1 Building Section #: 1 _ Business Name: IBERIA BANK Location: 4908__WMARKHA_M ST LITTLE ROCK Total SF: 1,384 l Stories: — 1... Year Built: 2001 Effective Age: 10 Code Description Occupancy: 304 Bank i dP IS Enid: �Ga eF.v�-1 BANI. Class Percent D-3 10.4% http://www. arcountydata. coin/parcel. asp?item=45 50EB&parceldetail=noarial&CountyCod... 4/14/2016 ARCountyData.Com - Parcel Detail Report 304 Bank Description Bank Equipment ATM Drive -Up, Walk -Up Bank Equipment Bank Canopy Bank Equipment BANK EQUIP Bank Equipment Drive -In Windows, Drive -up Bank Equipment Drive-in Windows, Pneumatic Canpy, Pch, Deck,Atrium,Balc,Walkw Patio 1 sidewalk, concrete Fences, Metal Fence - Gate Metal- Standard Lighting BUILDING. LIGHTS. EXT- NCV Additive Items: Lighting LANDSCAPE LIGHTS - NCV Lighting Lighting -Floodlights, Metal ha Lighting Poles, Steel-Conc, per foot of Miscellaneous CCN SECURITY SYSTEM- NCV Miscellaneous LANDSCAPING- NCV Paving 2" Asphalt Paving -2"A base Paving 4" Concrete, reinforced Signs ENTERIEXIT SIGNS - NCV Signs Signs, Ilium. Plastic double Signs WD/PLASTIC LETTERS -NCV Walls, Masonry Walls, 8" Conc block, reinforc Description Ceilings Suspension System Electrical Average Exterior Walls Brick Veneer Exterior Walls Non Bearing Floor Covering Carpet Floor Covering Ceramic Tile Floor Structure Elevated Slab Foundation Concrete Heating and Cooling Warm and Cool Air Structural Elements: Insulation Ceilings Insulation Walls Interior Finish Dry Wall Miscellaneous TV Security Plumbing Lavatory Plumbing Water Closet Plumbing Water Heater Roof Cover Composition Shingle Roof Structure Wood Joists & _Deck Site Work Preperation _ Structural Frame Wood D-3 Page 2 of 2 89.6% Qty. 1 980 1384 1 2 300 18 1 1 3 75 1 1 9700 80D 1 36 1 200 Qty. X X X X X X X X X X X X X X X X X X X X http://www. arcountydata.colnlpareel. asp?item=4550EB&pareeldetail=noarial&CountyCod... 4/14/2016 4/14/2016 EUBANKS MISTY BOW EN/STEVEN 0-34L-095.00-111.00 - ARCountyData.com EU BAN KS M I STY BOWE N/STEVE N C 201 N MONROE ST LITTLE ROCK, AR 7220500 3}0 O Basic Information 0.00 I Parcel Number: 34LO950011100 County Name: Pulaski County Ownership Information: EUBANKS MISTY BOWEN/STEVEN C Subdivision: 201 N MONROE ST Legal Description: LITTLE ROCK, AR School District: Man This Address Billing Information : EUBANKS MISTY BOWEN/STEVEN C 201 N MONROE ST LITTLE ROCK AR 722050000 Total Acres 0.00 Timber Acres: 0.00 Sec-Twp-Rng: 06-1N-12 Lot/Block: 20/5 Subdivision: ELMHURST Legal Description: School District: 001 LRSD - 001 Homestead Parcel?: Yes Tax Status: Taxable ❑ver 65?: No Map View Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=43CCA9&Page=1 &countycode=PU LTAX I /4 4/14/2016 EUBANKS MISTY BOWEN/STEVEN C-34L-095.00-111.00-ARCountyData.com Land Information Land Type Quantity Front Width RESLOT 0.15 acres [6,750 sgft] "Valuation Information Entry Land: Improvements: Total Value: Taxable Value: Miljage: Estimated Taxes A: Homestead Credit: Estimated Taxes w Credit: Assessment Year: http://www.arcountydata.com/parcel.asp?item=43CCA9&Page=1 &countycode=PU LTAX Rear Width Depth 1 Appraised 40,000 136,350 176,350 Depth 2 Quarter view prior year information Assessed 8,000 27,270 35,270 34,806 0.07 $2,436.42 , ($350.00) $2,086.42 2016 2/4 4/14/2016 EUBANKS MISTY BOWEN/STEVEN C-34L-095.00-111.OD-ARCountyData.com Single Family Grade: D4-5 Sales History A 1 Story Year Built: 1912 Effective Age: Date prfce�' Grarltar -�' Grantee - Book Page Deed Type Asphalt 10/21/2009 0 EUBANKS MISTY BOWEN EUBANKS MISTY BOWEN/STEVEN C 2009 072192 WADS Bathrooms: 10/21/2009 0 EUBANKS MISTY BOWEN/STEVEN C EUBANKS MISTY BO WEN 2009 072190 WADS 8/17/2007 0 EUBANKS STEVEN C/BOWEN MISTY L EUBANKS MISTY BO WEN/STEVEN C 2007. 066665 QCDS 8/30/2005 0 BOWEN MISTY LEA EUBANKS STEVEN C/BOWEN MISTY L 2005 089137 WAD 4/2/2004 0 ATKINS JOHN TO BOWEN MISTY LEA 04 026358 ° WADS 12/1/1988 49,000 88 69545 DEED(Deed) Improvement Information Residential Improvements Residential Improvement #1 14' 1 VFit'C 1140 SQF 42, 46' 8' Ota l Living Area 1st Floor 1,140 Basement Unfinished 0 Living Area 2nd Floor 0 Basement Finished w/Partitions 0 Basement Finished w/o Partitions a Living Area Total SF 1,140 Basement Total SF 0 Occupancy Type: Single Family Grade: D4-5 Story Height: 1 Story Year Built: 1912 Effective Age: Construction Type: Std Frame Roof Type: Asphalt Heat / AC: _ Central Fireplace: 0 Bathrooms: 1 full http://www.arcountydata.com/parcel.asp?item=43CCA9&Page=1 &countycode=PU LTAX 3/4 4/14/2016 Foundation Type: Floor Type: Floor Covering: Additive Items. Outbuildings / Yard Improvements: EUBAN KS MISTY BOW EN/STEVEN C -34L-095.00-111.00 - ARCountyData.com Closed Piers Wood Subfloor carpet: 1,140 sq ft Additive Item OP FEP OBYI Item ;CDW MFD PS WFXG Quantity Size ? Description 176' € OPEN PORCH 56 ° FR ENCL PORCH Quantity Size Description 630 CONCRETE DRIVEWAY 672 f MAS FIN DETACHED 160 PATIO SLAB 70 & WOOD PRIVACY http://www.arcountydata.com/parcel.asp?item=43CCA9&Page=1 &countycode=PU LTAX 4/4 4/14/2016 LAW MARY E 206 N MONROE 5T LITTLE ROCK AR 722053736 LAW MARY E -34L-098.00-008.00 - ARCountyData.com Basic Information Parcel Number: 34LO980000800 County Name: Pu[as ki County Ownership Information: LAW MARY E 206 N MONROE ST LITTLE ROCK, AR Map This Address B711ng Information : LAW MARY E C/O JANET STARLING PO BOX 3474 PEARLAND TX 77588 Total Acres: 0.00 Timber Acres: 0.00 Sec-Twp-Rng: 6-1 N-12 Lot/Block: 0/4 Subdivision: ADAMS HOWARD SUB Legal Description: N50' OF SE 1/4 OF 4 School District: 001 LRSD - 001 Homestead Parcel?: Yes Tax Status: Taxable Over 65?: Yes Map View A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=44091 E&Page=1 &coun1ycode=PU LTAX 1/4 4/14/2016 LAW MARY E -34L-098.00-008.00 - ARCountyData.com Land Information Land Type Quantity Front Width Rear Width Depth 1 Depth 2 Quarter Taxable Value: Millage: Estimated Taxes ©: M _ i http://www.arcountydata.com/parcel.asp?item=44091E&Page=1 &countycode= PU LTAX view nrtor vea r information Assessed 3,300 22,820 26,120 17,487 0.07 $1,224.09 2/4 RESLOT 0.17 acres i [7,500 sgft] Valuation Information _ E_ _ _ �- _-- Entry � � I � Appraised Land: �-. _ _ _ ___--- -- •---i 16,500 Improvements: 114,100 Total Value: 130,600 Taxable Value: Millage: Estimated Taxes ©: M _ i http://www.arcountydata.com/parcel.asp?item=44091E&Page=1 &countycode= PU LTAX view nrtor vea r information Assessed 3,300 22,820 26,120 17,487 0.07 $1,224.09 2/4 4/14/2016 LAW MARY E -34L-098.00-008.00 - ARCountyData.com Homestead Credit: Estimated Taxes w Credit: Assessment Year: Sales History A Ta I hate when this happens No sales history available Improvement Information Residential Improvements Residential Improvement #1 Living Area 1st Floor Living Area 2nd Floor Living Area Total SF 1,246 Basement Unfinished 0 ; Basement Finished w/Partitions Basement Finished w/o Partitions 1,246 Basement Total SF Occupancy Type: Single Family Grade: D5+10 Story Height: 1 Story Year Built: 1925 Effective Age: Construction Type: Std Frame Roof Type: Asphalt Heat / AC: Floor/Wall Furnace Fireplace: 0 Bathrooms: 1 full Foundation Type: Closed Piers Floor Type: Wood Subfloor http://www.arcountydata.com/parcel.asp?item=44091E&Page=1 &countycode=PU LTAX ($350.00) $874.09 2016 fA 0 0 0 0 i 3/4 4/14/2016 Floor Covering: Additive Items: Outbuildings /Yard Improvements: LAW MARY E -34L-098.00-008.00 - ARCountyData.com carpet: 1,246 sq ft Additive Item FEP OP WD OP O BYI Item CDW UD Quantity Size 70 99 208 49 Description FR ENCL PORCH OPEN PORCH WOOD DECKS OPEN PORCH Quantity Size Description 560 CONCRETE DRIVEWAY 240 FRAME UNFIN DETACHED http://www.arcountydata.com/parcel.asp?item=44091 E&Page= l &countycode=PU LTAX 4/4 4/14/2016 FIRST SECURITY BAN K -34L-103.00-005.00 - ARCountyData.com FIRST SECURITY BANK 4936 W MARKHAM ST LITTLE ROCK AR 722050000 O Basic Information Parcel Number: 34LI030000500 County Name: Pulaski County Ownership Information: FIRST SECURITY BANK 4936 W MARKHAM ST LITTLE ROCK, AR Map This Address Billing Information FIRST SECURITY BANK C/O SUSAN GAINES PO BOX 1009 SEARCY AR 72143 - Total Acres: 0.57 Timber Acres: 0.00 Sec-Twp-Rng: 06-1 N-12 Lot/Block: 4/0 Subdivision: BANKS SUB LT 6 ADAMS Legal Description: BANKS SUB OF LOT 6 HOWARD ADAMS SUB S200' OF 4 6 School District: 001 LRSD - 001 Homestead Parcel?: No Tax Status: Taxable Over 65?: No Map View A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. - A " ii M F . . s 3• �-- http://www.arcountydata.com/parcel.asp?item=445COE&Page=1 &countycbde= PU LTAX 4/14/2016 FIRST SECURITY BANK -34L-103.00-005.00 - ARCountyData.com FIRST SECURITY BANK 4936 W MARKHAM ST LITTLE ROCK, AR 722050 Last Sale Price: $377,000.00 an 4/1 data ©2016 Google Imagery @2016, DigitalGlobe,FtepoEtafMap:errors Land Information Land Type Quantity Front Width Rear Width COMSQFT 24,829 sqft Valuation Information Entry Appraised Land: 372,450 Improvements: 351,550 Total Value: 724,000 Taxable Value: Millage: Estimated Taxes A_ Assessment Year: Depth 'I Depth 2 Quarter view prior Year information Assessed 74,490 70,310 144,800 144,800 0.07 $10,136.00 2015 http://www.arcountydata.com/parcel.asp?item=445COE&Page=1 &countycode=PU LTAX 2/5 4/14/2016 FIRST SECURITY BANK -34L-103.00-005.00 - ARCountyData.com Sales History A Date— -Price Grantor 4/4/2005 377,000 PINKERTON TO FIRST SECURITY 6/11/2004 1 SMITH WD TO SMITH IH REV/PINKE 3/1/1997 1 SMITH TO SAME 3/20/1952 0 BRANTON TO SMITH I H REV TR/SM Improvement Information Grantee Bool Page "'W Deed Type 05 027977 WADS 04 046688 WAD 97 15322 DEED(Deed) 48 200050 WADS Commercial Improvements Commercial Improvement #1 wo t' +Av r Building Section #: 1 Business Name: FIRST SECURITY BANK Location: T 4936 W MARKHAM ST LITTLE ROCK Total SF: 1,754 Stories: 1 Year Built: 2006 Effective Age: 18 Occupancy: Code Description Class - - - - 304 — - -•• Bank C-3 Additive Items: Description Bank Equipment ATM Drive -Up, Walk -Up Bank Equipment Bank Canopy Bank Equipment BANK EQUIP Bank Equipment Drive-in Windows, Drive -up http://www.arcountydata.com/parcel.asp?item=445COE&Page=1 &countycode= PU LTAX Percent 100% Qty. 1 1089 1754 i 3/5 4/14/2016 FIRST SECURITY BAN K -34L-103.00-005.00 - ARCourdyData.com Bank Equipment Drive-in Windows, Pneumatic 2 Canpy, Pch, Dec k,Atrium, Balc,Walkw Porch, Covered 307 Fences, Wood Fence - Wood Privacy Eft - Lnf 150 Flagpoles Flagpole, Height 30' 1 Lighting Lighting -Floodlights, Fluoresc 5 Lighting Poles, Steel-Conc, per foot of 120 Miscellaneous CCTV SECURITY SYSTEM- NCV Miscellaneous LANDSCAPING- NCV 1 Paving 4" Concrete, reinforced 12100 Signs ENTER/EXIT SIGNS - NCV 1 Signs Signs, Illum. Plastic double 48 Sprinklers 100% Walls, Masonry Walls, 6" Conc block, reinforc 240 Structural Elements: Description Qt' Ceilings Suspension System X Electrical Average^ X l Exterior Walls Concrete Block/Stucco X EL — ` ` Floor Covering Carpet X Floor Covering Ceramic Tile X Floor Structure Elevated Slab X Foundation Concrete X Heating and Cooling Warm and Cool Air X Insulation Walls X Interior Finish Dry Wall X Miscellaneous Doors, Metal X Miscellaneous Doors, Plate Glass X Miscellaneous Gutters X Miscellaneous Signs X Miscellaneous Sprinkler System X Miscellaneous TV Security X Plumbing Drinking Fountain f X Plumbing Water Closet X Plumbing Water Heater X - _ r Roof Cover Corrogate Metal X http://www.arcountydata.com/parcel.asp?item=445COE&Page=1 &countycode= PU LTAX 4/5 4/14/2016 FIRST SECURITY BAN K -34L-103.00-005.00 - ARCountyData.com Roof Structure Wood Joists & Deck Site Work Preperation Structural Frame Concrete Block X X X http://www.arcountydata.com/parcel.asp?item=445COE&Page= 1 &countycode= PU LTAX 5/5 4/14/2016 ABACO INTERNATIONAL LLC -34L-101.00-012.00 - ARCountyData.com ABACO INTERNATIONAL LLC 15 BRICKTON PL LITTLE ROCK, AR i2Z0537pS O Basic Information Parcel Number: 341-1010001200 County Name: Pulaski County Ownership ABACO INTERNATIONAL LLC Information: 15 BRICKTON PL LITTLE ROCK, AR Map This Address Billing Information : ABACO INTERNATIONAL LLC 1631 SE 14TH ST FORT LAUDERDALE FL 33316 Total Acres: 0.23 Timber Acres: 0.00 Sec-Twp-Rng: .06 -IN -12 Lot/Block: 4,11,15/1 Subdivision: BRICKTON ADDN Legal Description: PART LOTS 15 & 11 BLK 1 BRICKTON ADDITION AND ALSO THAT PT LOT 4 HOWARD ADAMS MPDA BEG 98'E OF SW COR BLK 4 HOWARD ADAMS TH E52' N175' W95.4' TO RNV BRICKTON PLACE TH AL RNV 40.6' SE'LY 76.8' TH S90' TO BEG school District: 001 LRSD - 001 Homestead No Parcel?: Tax Status: Taxable Over 65?: No Map View A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=4485C8&Page=1&countycode=PULTAX 1 '1 4/14/2016 ,0 ABACO INTERNATIONAL LLC -34L-101.00-012.00 - ARCountyData.com e,ap data ©2016 Google Imagery 02016, DigitalGlobe.liepor3 a,.niapprror Land Information Land Type Quantity Front Width Rear Width Depth 1 RESLOT 0.23 acres i [10,050 sgft] Depth 2 Quarter : —n— j Valuation Informatio view ripr ear information EntryuJ ~ �— Appraised Assessed Land: 23,000: - N — 4,600 Improvements: 186,250 37.250 Total Value: 209,250 41,850 41,850 Taxable Value: 0.07 Millage: $2,929.50 Estimated Taxes A: -- — - — 2016 Assessment Year: Sales History A DatePrice Grantor Grantee — Book Page Deed Type 9/30/2015 125,000 WIMBERLY JOHN R LIVING TRUST ABACO INTERNATIONAL LLC 2015 _ 061090 , WD(Warranty Deed) J 9/17/2013 0 WIMBERLY COY D LIVING TRUST f WIMBERLY JOHN R LIVING TRUST - 2013 068623 TWD(TRUSTEES WARRANTY DEED) 2/14/2012 0 WIMBERLY GEORGE E LIVING TRUST : WIMBERLY COY D LIVING TRUST 2012 :009219 TWD(TRUSTEES WARRANTY DEED) 9/12/2007 0 : WIMBERLY GEORGE E/COY D WIMBERLY GEORGE E LIVING TR 2007: 137$6x7 SWD(Sgeclal Warranty Deed) 3/14/2007. 0 WIMBERLY GEORGE E/COY D WIMBERLY GEORGE E LIV TR 2007 059753 SWD(Special Warranty Deed) Improvement Information Residential Improvements Residential Improvement #1 http://www.arcountydata.com/parcel.as p?item=4485C 8&Page=1 &countycode=PU LTAX 2/4 4/14/2016 ABACO INTERNATIONAL LLC -34L-101.00-012.00 - ARCountyData.com Living Area 1st Floor 1,508 Basement Unfinished 0 Living Area 2nd Floor 325 Basement Finished w/Partitions 0 f - Basement Finished w/o Partitions 0 Living Area Total SF 1,833 Basement Total SF 0 Occupancy Type: Single Family - Grade:.---- - D4- Story Height: Split Year Built: 1957 Effective Age: - - — - - - -- - -_- _ - - Construction Type: Combo Brick Frame Roof Type: Asphalt -- Heat / AC: Central Fireplace: 0 - Bathrooms: 1 full Foundation Type: Closed Piers Floor Type: Wood Subfloor - Floor Covering: carpet: 1,833 sq ft Additive Items: ; I Additive Item Quantity Size Description - + l: OF 21 OPEN PORCH PS } 336 PATIO SLAB i MFg _-- T - - -+ - _ 300 MAS FIN BUILT-IN OP2 - - 198 1/2 OPEN Outbuildings /Yard i OBYI Item Quantity Size Description Improvements: ADW 684 ASHPALT PAVING i = CLFX4 104 4' CHAIN LINK FRO i 96 Frame Outbuilding (flatte WFX6 �� Y 311 - 6' WOOD PRIVACY Residential Improvement #2 Living Area 1st Floor -f 0 Basement Unfinished u^ 0 http://www.arcountydata.com/parcel.asp?item=4485C 8&Page=l &countycDde=PU LTAX 3/4 4/14/2016 ABACO INTERNATIONAL LLC -34L-101.00-012.00 - ARCountyData.com Living Area 2nd Floor _ _ m 0 Basement Finished w/Partitions Basement Finished w/o Partitions Living Area Total SF y ~� 0 Basement Total SF Occupancy Type: Single Family Grade: D Story Height: 1 Story Year Built: i Year Built Not Available Effective Age: , Construction Type: Roof Type: Fiberglass Heat / AC: None Fireplace: 0 Bathrooms; j Foundation Type: Unkown Floor Type: Unkown Floor Covering 0 0 0 http://www.arcountydata.com /parcel.asp?item=4485CB&Page=1 &countycode=PU LTAX 4/4 4/14/2016 ITZBERG LLC 100 N SPRUCE ST LITTLE ROCK, AR 722050000 v ITZBERG LLC -34L-095.00-104.00 - ARCountyData.com Basic Information Parcel Number: 34LO950010400 County Name: Pulaski County Ownership Information: ITZBERG LLC 100 N SPRUCE ST LITTLE ROCK, AR Map This Address Billing Information ITZBERG LLC 7123 KINGWOOD RD LITTLE ROCK AR 72207 - Total Acres: 0.00 Timber Acres: 0.00 Sec-Twp-Rng: 06-1N-12 Lot/Block: 13/5 Subdivisions ELMHURST Legal Description: School District: 001 LRSD - 001 Homestead Parcel?: �^ t No Tax Status: Taxable Over 65?: No Map View ® Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=440292&Page=1 &countycode=PU LTAX 114 4/14/2016 NJ I"ar,Ciaarr=, St Land Information ITZBERG LLC -34L-095.00-104.00 - ARCountyData.com ITZBERG LLC 100 N SPRUCE ST LITTLE ROCK, AR 72205( East Sale Price: $60,000.00 cn 4/2�. Map data ©2016 Google Imagery @2016, DigitalGlobe.Fseporta'mao&,U Ws Land Type Quantity Front Width RESLOT 0.16 acres [7,000 sqft] Valuation Information Entry Land: Improvements: Total Value: Taxable Value: Millage: Estimated Taxes ©: Assessment Year: Rear Width . Depth 1 Appraised 40,000 68,900 108,900 Depth 2 Quarter View Driorvear_information Assessed 8, 000 13,780 21,780 21,780 0.07 $1,524.60 2013 http://www.arcountydata.com/parcel.asp?item=440292&Page=1 &countycode=PU LTAX 214 4/14/2016 ITZBERG LLC -34L-095.00-104.00 - ARCountyData.com Sales History A Date —.-Price---, Grantor_- — - Grantee Book - Page- Deed Type 4/24/2002 60,000 f ETTER to ITZBERG LLC 11/1/1994 2 Improvement Information Residential Improvements Residential Improvement #1 02 136370 WADS 94 76837 DEED(Deed) 4' 4' OF'2 36' t2' 4' ISIFRC 850 SOF 28' 14' 3 4.OP2 s' Living Area 1st Floor 880 Basement Unfinished ^N 0 Living Area 2nd Floor 0 Basement Finished w/Partitions Basement Finished w/o Partitions 0 Living Area Total SF 880 Basement Total SF 0 Occupancy Type: Single Family Grade: D5+10 Story Height: 1 Story Year Built: 1948 Effective Age: Construction Type: Std Frame Roof Type: Asphalt Heat / AC: FwrMall Furnace Fireplace: 0 Bathrooms: 1 full Foundation Type: Closed Piers Floor Type: Wood Subfloor Floor Covering: 1 carpet: http://www.arcountydata.com/parcel.asp?item=440292&Page=1 &countycode=PU LTAX 880 sq ft - 3/4 4/14/2016 ITZBERG LLC -34L-095.00-1 D4.00 - ARCountyData.com Additive Items: Additive Item Quantity Size O P2 32 OP2 16 Outbuildings / Yard Improvements: OBYI Item CDW CLFX4 U B4 -S WIRE FENCE -NCV Description 1/2 OPEN i 1/2 OPEN Quantity Size Description 680 CONCRETE DRIVEWAY 10 4' CHAIN LINK 480 UTILITY BUILDING 4-S http://www.arcountydata.com/parcel.asp?item=440292&Page=1 &countycode=PU LTAX 4/4 4/14/2016 ITZBERG LLC 108 N SPRUCE ST LITTLE ROCK, AR 722050004 0 ITZBERG LLC -34L-095.00-102.00- ARCountyData.com Basic Information Parcel Number: .34LO950010200 County Name: Pulaski County Ownership Information: ITZBERG LLC Billing Information: Total Acres: Timber Acres: Sec-Twp-Rng. Lot/Block: Subdivision: Legal Description: School District: Homestead Parcel?: Tax Status: Over 65?: Map View 108 N SPRUCE ST LITTLE ROCK, AR Map This Address ITZBERG LLC 7123 KINGWOOD RD LITTLE ROCK AR 72207- . 0.00 _ - -- 0.00 06-1N-12 11/5 ELMHURST 001 LRSD - 001 No Taxable No A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=458C3B&Page=1 &countycode=PU LTAX 1/4 4/14/2016 ITZBERG LLC -34L-095.00-102.00 - ARCountyData.com ITZBERG LLC 108 N SPRUCE ST LITTLE ROCK, AR 72205[ Type RES Last Sale Price.- $75,000.00 on 10/1 Vit, �7� .S ��� '".� .. �• x•;,14.^ Land Information Land Type Quantity Front Width RESLOT i 0.16 acres [7,000 sqft] Valuation Information Entry Land: Improvements: Total Value: Taxable Value: Miliage: Estimated Taxes A: Assessment Year: http://www.arcountydata.com/parcel.asp?item=458C3B&Page=1 &countycode=PU LTAX Rear Width Depth 1 Depth 2 Quarter view prior Year information Appraised Assessed T 40.000 - 8,000 106,100 21,220 146,100 29,220 29,110 0.07 $2,037.70 _ .. -- •-• - - 2016 . 224 4/14/2016 Single Family ITZBERG LLC -34L-095.00-102.00 - ARCountyData.com D4 Sales History A 1 Story Year Built: 1920 Effective Age: Date-- �- Pace Grantor - Grantee— - Book Page - Deed Type 8/18/2009 0 LIMBERG JIM K AKA JAMES K LIMB iTZBERG LLC 2009 ` 056914 WADS 7/12/2006 0 'LIMWITZ LLC LIMBERG JIM K 2006 054391 WADS 12/30/2004 0 ; LIMBERG J/M TO LIMWITZ 04 105792 WADS 10/1/2004 75,000 DOUGLAS TR TO LIMBERG JK 04 081761 TRD(Treasurer's Deed) 10/25/2001 0 DOUGLAS to DOUGLAS FAMILY REVO 01 083459 QCD 10/25/2001 T 0 DOUGLAS to DOUGLAS ELDON H III 01 083458 FDD(FIDUCIARY DEED) 2/1/1990 1 0 6391 DEED(Deed) Improvement Information Residential Improvements Residential Improvement #1 Living Area 1st Floor Living Area 2nd Floor Living Area Total SF .r, i• CEO V. =r :aa: sa• so — :r a s 1,382 Basement Unfinished 0 0 Basement Finished w/Partitions 0 Basement Finished w/o Partitions a 1,382 Basement Total SF _ 0 . Occupancy Type: Single Family Grade: D4 Story Height: 1 Story Year Built: 1920 Effective Age: Construction Type, Std Frame Roof Type: Asphalt Heat / AC: Floor/Wall Furnace http://www.arcountydata.com /parcel.asp?item=458C3B&Page=1 &countycode=PU LTAX 3/4 4/14/2016 ITZBERG LLC-34L-095.00-102.00 - ARCountyData.com Fireplace: 0 Bathrooms: T 1 full - Foundation Type: Closed Piers Floor Type: Wood Subfloor Floor Covering: carpet: 1.382 = sq ft Additive Items: Additive Item Quantity = Size E Description OP 32 I OPEN PORCH FEP 64 FR ENCL PORCH Outbuildings /Yard Improvements: OBYI Item Quantity Size Description ADW 30 ASHPALT PAVING I WFX6 80 6' WOOD PRIVACY http://www.arcountydata.com/parcel.asp?item=458C3B&Page=1 &countycode=PU LTAX 4/4 UTLEY CHASE F/ROSAUND L -34L-095.00-105.00- ARCountyData.com UTLEY CHASE F/ROSALI N D L 101 N MONROE ST LITTLE ROCK AR 722050000 0 Basic Information 0.00 Parcel Number: 34LO950010500 County Name: Pulaski County Ownership Information: UTLEY CHASE F/ROSALIND L Homestead Parcel?: 101 N MONROE ST Tax Status: LITTLE ROCK, AR Over 65?: Mav This Address Billing Information: UTLEY CHASE F/ROSALIND L 101 N MONROE ST 722050000 Total Acres: 0.00 Timber Acres: 0.00 Sac-Twp-Rng: 06-1 N-12 Lot/Block: 14/5 Subdivision: ELMHURST Legal Description: School District: 001 LRSD - 001 Homestead Parcel?: Yes Tax Status: Taxable Over 65?: No Map View A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.as p?item=45A571 &Page=1 &countycode=PU LTAX 1/4 4/14/2016 UTLEY CHASE F/ROSALIND L -34L-095.00-105.00- ARCountyData.com UTLEY CHASE F/R©SALI 101 N MONROE ST LITTLE ROCK, AR 722050 Last Sale Price: $87,000.00 on 912E ap data ©2016 Google Imagery @2016, Dig italGlobe, F riaf 0mm rs Land Information Land Type Quantity Front Width Rear Width : Depth 1 Depth 2 Quarter RESLOT 0.15 acres [6,750 sqft] Valuation Information view prior year information Entry Appraised Assessed Land: 40,000 8,000 Improvements: l 92,700 18,540 Total Value: v 132,700 26,540 26,540 Taxable Value: - ---_-.----- --- ----- -- .T_� 0.07 Millage: $1,857.80 Estimated Taxes A: ($350.00) Homestead Credit: hftp://www.arcountydata.com/parcel.asp?item=45A571 &Page=1 &countycode= PU LTAX 214 4/14/2016 UTLEY CHASE F/ROSALIND L -34L-095.00-105.00- ARCountyData.com Estimated Taxes w Credit: i Assessment Year; Sales History A Date Price Grantor Grantee 9/28/2010 87,000 EDMONCO INC UTLEY CHASE F/ROSALIND L 2/1/1988 1 Improvement Information Residential Improvements Residential Improvement #1 $1,507.80 2016 Book Page Deed Type 2010 062409 WADS 88 4922 DEED(Deed) Living Area 1st Floor 1,057 Basement Unfinished Living Area 2nd Floor 0 Basement Finished w/Partitions ~ Basement Finished w/o Partitions Living Area Total SF 1,057 Basement Total SF Occupancy Type: Single Family Grade: 135+10 Story Height: 1 Story Year Built: k 1950 Effective Age: - --- ' v Construction Type: I Std Frame Roof Type: Asphalt Heat / AC: Central Fireplace: 0 Bathrooms: 1 full Foundation Type: Closed Piers 0 0 0 0 3/4 http://www.arcountydata.comiparcel.asp?item=45A571 &Page=1 &countycode= PU LTAX 4/14/2016 UTLEY CHASE F/ROSALIND L -34L-095.00-105.00- ARCountyData.com Floor Type: Wood Subfloor Floor Covering: carpet: 1.057 sq ft Additive Items: Additive Item Quantity Size I Description Op 24 OPEN PORCH VM 112 WOOD DECKS Outbuildings !Yard Improvements: OBYI Item Quantity Size Description CLFX4 4' CHAIN LINK UB4-S 280 UTILITY BUILDING 4-S WFX6 6' WOOD PRIVACY http://www.arcountydata-com/parcel.asp?item=45A571 &Page=1 &countycode=PU LTAX 4/4 4/14/2016 HOUSELEY ALLEN S -34L-095.00-101.00 - ARCountyData.com HOUSELEY ALLEN S 112 N SPRUCE ST LITTLE ROCK, AR 722053835 O Basic Information Parcel Number: 34LO950010100 County Name. Pulaski County Ownership Information: HO USELEY ALLEN S 112 N SPRUCE ST LITTLE ROCK, AR Map This Address Billing Information HOUSELEY ALLEN S 112 N SPRUCE ST LITTLE ROCK AR 72205-3835 Total Acres: 0.00 Timber Acres: 0.00 Sec-Twp-Rng: 06-1 N-12 Lot/Block: 10/5 Subdivision: ELMHURST Legal Description: School District: 001 LRSD - 001 Homestead Parcel?: Yes Tax Status Taxable Over 65?: No Map View A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=452F59&Page=1 &countycode=PU LTAX 1/4 4/14/2016 HOUSELEY ALLEN S -34L-095.00-101.00 - ARCountyData.com 1 Land Information Land Type Quantity RESLOT 0.16 acres [7,000 sqft] Valuation Information Entry Land: Improvements: Total Value: Taxable Value: Millage: Estimated Taxes A: Homestead Credit: Front Width Rear Width Depth 1 Appraised 40,000 118,350 158,350 Depth 2 Quarter view Prior year information Assessed 8,000 23,670 31,670 27,077 0.07 $1,895.39 ($350.00) http://www.arcountydata.com/parcel.asp?item=452F59&Page=1 &countycode= PU LTAX 2/4 4/14/2016 HOUSELEY ALLEN S -34L-095.00-101.00 - ARCountyData.com Estimated Taxes w Credit: $1,545.39 Assessment Year: 2016 i Sales History A aI1 hate when this happens No sales history available Improvement Information Residential Improvements Residential Improvement #1 Living Area 1st Floor 1,494 Basement Unfinished 0 Living Area 2nd Floor 0 Basement Finished w/Partitions 0 ti rt Basement Finished w/o Partitions 0 Living Area Total SF 1,494 Basement Total SF 0 Occupancy Type: Single Family Grade: D4 Story Height: 1 Story Year Built: 1915 Effective Age: Construction Type: Std Frame Roof Type' Asphalt Heat / AC: Floor/Wall Furnace Fireplace: 0 Bathrooms: 1 full Foundation Type: Closed Piers Floor Type: Wood Subfloor http://www.arcountydata.com/parcel.as p?item=452F59&Page=1 &countycode= PU LTAX 3/4 4/14/2016 HOUSELEY ALLEN S -34L-095.00-101.00 - ARCountyData.com Floor Covering: carpet: 1,494 sq ft Additive Items: Additive Item Quantity C.Description OP 128 OPEN PORCH PS 120 PATIO SLAB Outbuildings /Yard Improvements: OBYI Item Quantity Size Description CLFX4 40 4' CHAIN LINK FUD 270 FRAME UNFIN DETACHED PCF PATIO COVER, FIBERGL WFX6 60 U WOOD PRIVACY http://www.arcountydata.com/parcel.asp?item=452F59&Page= l &coun ycode=PU LTAX 4/4 4/14/2016 MOLDEN BRENT/NANDINI-34L-098.00-010.00-ARCountyData.com MOLDEN BRENTMANDINI 200 N MONROE ST f LITTLE ROCK, AR 722053736_ v Basic Information Parcel Number: 34LO980001000 County Name: Pulaski County Ownership Information: MOLDEN BRENT/NANDINI 200 N MONROE ST LITTLE ROCK, AR Map This_Address Billing Information : MOLDEN BRENT/NANDINI 200 N MONROE ST LITTLE ROCK AR 72205 Total Acres: 0.00 Timber Acres: 0.00 Sec-Twp-Rng: 6-1N-12 Lot/Block: 014 Subdivision: ADAMS HOWARD SUB Legal Description: HOWARD ADAMS SUB E1/2 S50' OF LT 4 School District: 001 LRSD - 001 Homestead Parcel?: Yes Tax Status: Taxable Over 65?: No Map View A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=4313FD&Page=1 &countycode= PU LTAX 1 '1 4/14/2016 MOLDEN BRENT/NANDINI-34L-098.00-010.00-ARCountyData.com MOLDEN BRENTMANDINI 200 N MONROE ST LITTLE ROCK, AR 722053736 f, Type RES Land Information Land Type Quantity ; Front Width Rear Width Depth 1 Depth 2 Quarter RESLOT 0.17 acres [7,500 sqft] Valuation Information view prior year information Era. y Appraised Assessed Land: 16,500 3,300 I Improvements: 109,300 21,860 Total Value:u f 125,800 i 25,160 Taxable Value: 25,160 Millage: � - _. .. - - - - - --- - • 0.07 Estimated Taxes A: $1,761.20 Homestead Credit: ($350.00) Estimated Taxes w Credit: $1,411.20 - — - - — — -- — 2013 Assessment Year: Sales History Date Price Grantor Grantee Book : Page Deed Type http://www.arcountydata.com/parcel.asp?item=4313F D&Page=1 &countycode= PU LTAX 2/4 4/14/2016 MOLDEN BRENT/NANDINI-34L-098.00-010.00-ARCountyData.com 8/31/2015 0 MOLDEN BRENT MOLDEN BRENT/NANDINI 2015 054771 : QC(Quit Claim) 8/14/2012 0 MAHALIA LLC MOLDEN BRENT M 2012. 056199 QC(Quit Claim) 12129Q009 0 MOLDEN DANIEL PATRICKIBRENT MA MAHALIA LLC 2010 003718. WADS — — — 7/30/2008 165,000 WALLACE MIKE/FRAKER ALICE MOLDEN BRENT MATTHEW/DANIEL PA 2008 054144 WADS T 1/1/1991 56,000 91 783 DEEDiDeed) 87 32622 DEED(Deed) 5/1/1987 56,000 12/1/1982 44,000 82 42014 DEED(Deed) lmprov,ement.lnformation__ Residential Improvements Residential Improvement 91 � y�,, - ..� +�•�' t ver. I r: �-yY . I uI+ t!' ai Living Area 1st Floor 1,192 Basement Unfinished 0 Uving Area 2nd Floor 0 Basement Finished w/Partitions 0 Basement Finished w/o Partitions 0 Living Area Total SF 1,192 Basement Total SF 0 Occupancy Type: Single Family Grade: D5 Story Height: 1 Story — Year Built: 1937 Effective Age: Construction Type: Std Frame Roof Type: Asphalt Heat / AC: Central Fireplace: 0 Bathrooms: 1 full Foundation Type: ^� Closed Piers — Floor Type: Wood Subfloor Floor Covering:carpet: 1,192 sqft 3/4 hfp://www.arcountydata.com /parcel.asp?item=4313F D &Page=1 &countycode= PU LTAX 4/14/2016 MOLDEN BRENT/NANDINI-34L-098.00-010.00-ARCountyData.com Additive Items: Additive Item Quantity J Size Description OP 112: OPEN PORCH SEP 60 SCREEN ENCLOSED WD W 2381 WOOD DECKS PS 316 PATIO SLAB ~~ 24 ` FR ENCL PORCH Outbuildings/ Yard Improvements: OBYI Item Quantity Size Description CDW 620 CONCRETE DRIVEWAY CLFX4 100 s 4' CHAIN LINK http://www.arcountydata.com/parcel.asp?item=4313FD&Page=1 &countycode=PU LTAX 4/4 4/14/2016 HELLER ERI 116 N SPRUCE ST LITTLE ROCK, AR 722050000 0 is Information Parcel Number: I_ ..._ County Name: Ownership Information: Billing Information Total Acres: Timber Acres: Sec-Twp-Rng: Lot/Block: HELLER ERIK/KATHRYN-34L-095.00-100.00-ARCountyData.com K/KATHRYN 34LO950010000 Pulaski County HELLER ERIK/KATHRYN 116 N SPRUCE ST LITTLE ROCK, AR Mao This address HELLER ERIK/KATHRYN 116 N SPRUCE LITTLE ROCK AR 72205 0.00 0.00 06-1N-12 9/5 Subdivision: ELMHURST Legal Description: School District: 001 LRSD - 001 Homestead Parcel?: No Tax Status: Taxable Over 65?: No Map View Q Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http_//www.arcountydata.com/parcel.asp?item=44FB80&Page=1 &countycode= PU LTAX 114 4/14/2016 HELLER ERIK/KATHRYN-34L-095.00-100.00-ARCountyData.com Land Information Land Type Quantity Front Width RESLOT 0.16 acres [7,000 sqft] Rear Width Depth 1 Depth 2 Valuation Information Entry J Appraised ^Land: 40,000 Improvements: 95,850 Total Value: 135,850 Taxable Value: Millage: Estimated Taxes A: Assessment Year: http://www.arcountydata.com/parcel.asp?item=44FB80&Page=1 &countycode= PU LTAX Quarter view prior year information Assessed 8,000 19,170 27,170 27,170 0.07 $1,901.90 2012 224 4/14/2016 HELLER ERIK/KATHRYN-34L-095.00-100.00-ARCountyData.com 1,196 Basement Total SF Sales History A Single Family Grade: D5+15 Date..-- --- Price Grantor Grantee — - Book Page Deed -Type 5/6/2011 165,000 CAMPION LAURA C/FKA REGNER HELLER ERIK/KATHRYN ^ 2011 028361 WD(Warranty Deed) 2/16/2007 0 : REGNER JUSTIN REGNER LAURA 2.0QT 020625 QCDS 5/15/2003 ^' 130,000 FENDLEY MARK E/DONNA M REGNER JUSTIN L/LAURA C 2003 052370 WADS 10/21/2002 83,000 KING to FENDLEY Closed Piers 02 188326 WADS Improvement Information Residential Improvements Residential Improvement #1 6.6. OP2 20' 1196 SOF 50,38 a I ' Living Area 1st Fbor Living Area 2nd Floor :•;�,�.r--� ria=' 14 �' 30' QP 1,196 Basement Unfinished 0 Basement Finished w/Partitions Basement Finished w/o Partitions Living Area Total SF 1,196 Basement Total SF Occupancy Type; Single Family Grade: D5+15 Story Height: 1 Story Year Built: 1930 Effective Age: Construction Type: Std Frame Roof Type: Asphalt Heat / AC: Central Fireplace: 0 Bathrooms: 1 full Foundation Type: Closed Piers http://www.arcountydata.com /parcel.asp?item=44FB80&Page=1 &countycode= PU LTAX 0 0 0 0 4/14/2016 Floor Type: Floor Covering: Additive Items: Outbuildings /Yard Improvements: HELLER ERIK/KATHRYN-34L-095.00-100.00 - ARCountyData.com Wood Subfloor carpet: 1,95 sq ft Additive Item OP 0 P2 OBYI Item CLFX4 3 CONCRETE RUNNERS FRO MW -NCV WFX6 Quantity Size Description 140 OPEN PORCH 72 1/2 OPEN Quantity Size Description 60 4' CHAIN LINK 100 96 Frame Outbuilding (flatte 50 120 6' WOOD PRIVACY http://www.arcountydata.com/parcel.asp?item=44FB80&Page=1 &countycode=PU LTAX 4/4 4/14/2016 PARRISH MARK 117 N MONROE 5T LITTLE ROCK AR 722050000 0 PARRISH MARK -34L-095.00-109.00 - ARCountyData.com Basic Information Parcel Number: 34LO950010900 County Name: Pulaski County Ownership Information: PARRISH MARK 117 N MONROE ST LITTLE ROCK, AR Map This Address Billing Information PARRISH MARK PO BOX 250982 LITTLE ROCK AR 72225-0982 Total Acres: 0.00 Timber Acres: 0.00 Sec-Twp-Rng: 06-1N-12 Lot/Block: 18/5 Subdivision: ELMHURST Legal Description: School District: 001 LRSD - 001 Homestead Parcel?: No Tax Status: Taxable Over 65?: No Map View A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=430D 3B&Page=1 &countycode=PU LTAX 1/4 PARRISH MARK 117 N MONROE ROCK,LITTLE 1 I Type RES Last Sale `►_' .ice &�� s �1r,tJ -`+' ?'� ia�.�{�,Price: $59,000.00 on Z ,fi y'n ,�., J1q,, - .!•. ._ Fes•+. f '} • ' `• �•[11.. . Y 'J•J �; .N•i -! i -: J` - ,�r.� �%� �� [3r �.L •— Y .y ��. ':7;-! f ! I ! • � tom' f , k+�.'�c. �r � YlfefiCly 5 ^» — •ltd:.. '?' r ' Cu • ��..... Y -a- — �. dip .• �. O 1 • Y ••• -Le - O 1 • I,6 of -••- e 4/14/2016 PARRISH MARK -34L-095.00-109.00 - ARCountyData.com Sales History Page- Deed Type Date --- Price Grs 3/30/2012 0 CRANE LARRY, CIRCUIT CLERK 12/1/2004 59,000 BRANDIMORE TO PARRISH 7/1/1997 78,000 ANDERSON TO PARRISH 5/1/1994 65,000 DEED(Deed) 10/1/1985 53,000 DEED(Deed) 6/1/1983 49,900 Improvement Information Residential Improvements Residential Improvement #1 Grantee Book Page- Deed Type PARRISH MARK 2012 020222 D(Deed) 04 097865 WADS 97 42263 DEED(Deed) 94 36857 DEED(Deed) 85 59080 DEED(Deed) 83 29895 DEED(Deed) N. Living Area 1st Floor 1,052 Basement Unfinished Living Area 2nd Floor 0 Basement Finished w/Partitions Basement Finished w/o Partitions Living Area Total SF 1,052 Basement Total SF Occupancy Type: Single Family Grade: D4-5 Story Height: 1 Story Year Built: 1920 Effective Age: Construction Type: Std Frame Roof Type: Asphalt Heat / AC: ` Central Fireplace: 1 Single 1 -Story Good Bathrooms: 1 full 0 0' http://www.arcountydata.com/parcel.asp?item=430D 3B&Page=1 &countycode= PU LTAX 3/4 4/14/2016 Foundation Type: Floor Type: Floor Covering: Additive Items: Outbuildings /Yard Improvements: PARRISH MARK -34L-095.00-109.00 - ARCountyData.com Closed Piers Wood Subfloor carpet: 1,052E sq ft Additive Item Quantity Size Description OP T 160 OPEN PORCH PS PATIO SLAB RFSTA 36 RES FRAME STORAGE OBYlltem Quantity Size Description CLFX4 50 4' CHAIN LINK FFD f 256 ; FRAME FIN DETACHED WFX6� 80 6' WOOD PRIVACY http://www.arcountydata.com/parcel.asp?item=43OD3B&Page=1 &countycode= PU LTAX 4/4 4/14/2016 WALTON MILDRED BOYLES/HOUSE JANICE BOYLES-34L-095.00-099.00-ARCountyData.com WALTON MILDRED BOYLES/HOUSE JANICE BOYLES 120 N SPRUCE 5T LJTTLE POCK, AR 722053835 0 Basic Information Parcel Number: County Name: Ownership Information: Billing Information : Total Acres: Timber Acres: Sec-Twp-Rng: LoVBiock: Subdivision: Legal Description: School District: Homestead Parcel?: Tax Status - Over 65?: Map View 34LO950009900 Pulaski County VVACIFON MILDRED BOYLES/HOUSE JANICE BOYLES 120 N SPRUCE ST LITTLE ROCK, AR Man This _Address WALTON MILDRED BOYLES/HOUSE JANICE BOYLES 120 N SPRUCE LITTLE ROCK AR 72205 0.00 0.00 06-1N-12 8/5 ELMHURST UJ 1 LRSD - 001 Taxable A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. hftp://www.arcountydata.com/parcel.asp?item=438E2F&Page=1 &countycode=PU LTAX 114 4/14/2016 WALTON MILDRED BOYLES/HOUSEJANICEBOYLES-34L-095.00-099.00-ARCountyData.com Land Information Land Type Quantity Front Width Rear Width Depth 1 Depth 2 Quarter RESLOT 0.16 acres i [7,000 sqft] Valuation Information view prioryear information Entry Appraised - ....40,000. Assessed ---- - - --- - -- - - - — - Land: - _ 8,D00 Improvements: y 133,150 26,630 Total Value: 173,150: 34,630 13,875 Taxable Value: - - 0.07 MRage: $971.25 Estimated Taxes A: ('$350.00) Homestead Credit: $621.25 Estimated Taxes w Credit: 2016 Assessment Year: Sales History A Date Price Grantor Grantee Book Page Deed Type 11/30/2011 0 WALTON MILDRED BOYLES WALTON MILDRED BOYLES/HOUSE JANICE BOYLES 2011 073099 WD(Warranty Deed) 89 16469 DEED(Deed) 3/1/1989 1 http://www.arcountydata.com/parcel.asp?item=438E2F&Page=1 &countycode=PU LTAX 2/4 4/14/2016 WALTON MILDRED BOYLES/HOUSE JANICE BOYLES-34L-095.00-099.00- ARCountyData.com Improvement Information Re s id en Gal Improvements Residential Improvement #1 I! � 2F� if f :sMC •.-i.Y - If ¢` •, ly I Living Area 1st Floor J 1,432 ' Basement Unfinished 0 Living Area 2nd Floor 0 Basement Finished w/Partitions 0 Basement Finished w/o Partitions 0 Ltving Area Total SF 1,432 Basement Total SF 0 Occupancy Type: Single Family Grade: D5+15 { Story Height: 1 Story Year Built: 1930• Effective Age: Construcdon Type: Std Frame RoofType: Asphalt Heat / AC: Central Fireplace: 0 BAroorns: 1 full Foundation Type: Closed Piers Floor Type: Wood Subfloor Floor Covering:.I T 1 carpet: ' - -- .__---- -- 1,432 sgft Additive Items: Additive Item Quantity Size Description l Op 200 OPEN PORCH OP2 72 1/2 OPEN Outbuildings I Yard Improvements: D$YI Item ^; Quantity Size Description CDW — 320 CONCRETE DRIVEWAY ! http://www.arcountydata.com /parcel.asp?item=438E2F &Page=1 &countycode= PU LTAX 4/14/2016 WALTON MILDRED BOYLES/HOUSE JANICE BOYLES-34L-095.00-099.00- ARCountyData.com FUD :80 FRAME UNFIN DETACHED °JB3-S 480 UTILITY BUILDING 3-S WFX6 90 : 6' WOOD PRIVACY http://www.arcountydata.com/parcel.asp?item=438E2F&Page=1 &countycode=PULTAX 4/4 4/14/2016 TURPIN JOHN M-34L-095.00-098.00-ARCountyData.com TURPIN JOHN M 124 N SPRUCE ST LITTLE ROCK, AR 722053835 0 Basic Information Parcel Number: County Name; Ownership Information: Billing Information Total Acres: Timber Acres: Sec-Twp-Rng: Lot/Block: Subdivision: Legal Description: School District: Homestead Parcel?: ............ __ Tax Status: IOver 65?: Map View 341-0950009800 Pulaski County TURPIN JOHN M 124 N SPRUCE ST LITTLE ROCK, AR Mao This Address TURPIN JOHN M 124 N SPRUCE ST LITTLE ROCK AR 72205 0.00 0.00 06-1N-12 7/5 ELMHURST 001 LRSD - 001 No Taxable No A Please Note This map is for reference purposes only. It is not intended for use as a legal survey or document. http://www.arcountydata.com/parcel.asp?item=453108&Page=1 &countycode=PU LTAX 1/4 4/14/2016 TURPIN JOHN M -34L-095.00-098.00 - ARCountyData.com Land Information Land Type Quantity Front Width Rear Width Depth 1 Depth 2 Quarter RESLOT 0.16 acres [7,000 sqft] f Valuation Information view riot year information Entry f Appraised Assessed Land: 40,000 ' 8,000 Improvements: 116,200 23,240 T -- Total Value: - -- -- `- —` - - - - ---- - 156,200 31,240 31,240 Taxable Value: . -- -- • - - 0.07 Millage: - -- $2,186.80 Estimated Taxes 0: 2016 Assessment Year: http://www.arcountydata.com/parcel.asp?item=453108&Page=1 &countycode=PU LTAX 2/4