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HomeMy WebLinkAboutS-1756-A ApplicationCity of Little Rock A-M Planning and Development , FEB Filing Fees ® 2017 Date , 20J CITY OF L+rfLE ROCK BUILDING CODE Annexation $ Board of Adjustment $ Cond Use Permit/T U P $ Final Plat $ Planned Unit Dev $ Preliminaiy Plat $ Special Use Permit $ Rezoning $ _ Site Plans $ Street Name Change $ Street Name Signs Number at ea $ Public Hearing Signs Number at_12 tjea $ � Total File AT^ Loc Api By 05fi9 566E 0000 OL92 fiTOZ ICE Sr f E o = 0 ) ff U OCm pm m EE o my vm a ¢o rg m w mw ~ �.9fi9 566E 0000 H92 fiT . ~ MAIN OFFICE LITTLE ROCK _ 600 E CAPITOL AVE LITTLE ROCK AR 72202-9902 0451450013 02/15/2017 (800)275-8777 q:38 PM Product Sale Final Description Oty Price First -Class - 1 $0.49� Mail Letter (Domestic) (DE WITT, AR 72042) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Friday 02/17/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956474) First -Class 1 $0.49 Mail Letter (Domestic) (BENTON, AR 72019) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Friday 02/17/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956467) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72203) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Friday 02/17/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956450) Total _-� -y-- $11.52— Credit Card Remitd - ­_-__$f1.52 (Card Name: VISA) (Account 0:XXXXftAXXXXX7697) (Approval #:027730) (Transaction #:780) BRIGHTEN SOMEONE'S MAILBOX. 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Area Zoning City of Little Rock Planning & Development �Air- - -,W +7�1�.R W-� a• Case: S-1756-A Location: 18500 Cooper Orbit Road Ward: N/A N PD: 18 CT:42.07 0 500 1,000 TRS: T1 N R13W 18 Feet Temp. 58'x12' Building Assumed Row 50' 10'-12' Setback 0 op rbit a ke H�xon Existing Buildings Sketch City of Little Rock Planning &Development Case No: S-1756-A Name: Lake Nixon day camp Subdivision Location: 18500 Cooper Orbit Road Issue: Site plan review N k City of Little Rock . MDepartment 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 March 20, 2017 Second Baptist Church 222 East 8t" Street Little Rock, AR 72202 Re S-1756-A - Lake Nixon Day Camp Subdivision Site Plan Review, 18500 Cooper Orbit Road Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on March 16, 2017: Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. Deferred to the Meeting. Other: Withdrew your request. If you have any questions please do not hesitate to contact me at 371-6821, Respectfully, Donna James, AICP Subdivision Administrator sitpin.dob 03/01/10 INFORMATION SHEET FOR SUBMISION PUD's PD's, ZONING OR SUBDIVISI6N SITE PLAN REVIEWS ITEM NO. rr DATE FILE NO. -vq Q NAME: ` Ch /)L I1 LOCATION: v� c�[-) l nl,cu.7� DEVELOPER: Second Baptist Church - Downtown/Lake Nixon Outdoor Center STREET ADDRESS 222 E 8th/18500 Cooper Orbit Rd, CITY/STATE/ZIP Little Rock, AR TELEPHONE NO. 501.374.9284 ENGINEER: STREET ADDRESS :(' CITY/STATE/ZIP `C�-/ ' L� Z - TELEPHONE NO. � y6, (d&(i AREA 215 ac. NUMBER OF LOTS FT. NEW STREET 0 ZONING Agriculture & Forestry PROPOSED USES Da cam PLANNING DISTRICT CENSUS TRACT VARIANCES REQUESTED 1.) Area Regulations (Sec. 36-338) - 10' Front Setback 2.) 3.) 4.) James, Donna From: Megan J. Pike <mpike@2bclr.com> Sent: Monday, February 27, 2017 1:10 PM To: James, Donna Subject: withdraw site plan review for Lake Nixon Outdoor Center Donna, Per the February 22nd Site Plan - Subdivision Committee (2) meeting discussion, Lake Nixon would like to withdraw the Site Plan Review application for the Lake Nixon Outdoor Center in regards to a temporary building being placed on the property. Lake Nixon Outdoor Center would like to withdraw this application because we have sufficient consideration for this temporary building by the Zoning Board of Adjustment. We do not have a permanent building ready to be considered at this time. Appreciatively, Megan J. Pike Executive Director Lake Nixon Outdoor Center a ministry of Second Baptist Church Downtown Little Rock mpikeCai2bclr.com // 361.349.1002 mobile // 501.374.9284, ext. 26 office online: www.2bcir.com/lakenixcn '4 6jj3Z � SECOND 41nimhR BAPTIST CHURCH (� D O W N T O W N January 31, 2017 Planning Commission City of Little Rock 723 W. Markham St. Little Rock, AR - rlccR -R Re: Lake Nixon Outdoor Center — Temporary Building Site Plan Application Dear Commissioners: Enclosed is a site plan application for our Lake Nixon Outdoor Center at 18500 Cooper Orbit Road. The application is necessitated by the need to place a temporary building on the site in order to fulfill requirements mandated by the Department of Human Services for the operation of the Lake Nixon Day Camp. The temporary building will only be in place during the summer season of our day camp and then will be removed later this summer. The structure is being rented from Williams Scotsman in Tulsa, OK. Permanent plans for expansion of the Outdoor Center are currently being contemplated for the 2018 Day Camp Season. However, the current structure is needed for operation this summer. The structure is 58' X 12' in size. It will be furnished electrical utilities only, with no connections to water or septic service. The structure will not have interior plumbing. It will require electrical utilities for the purpose of supplying service for lighting and air conditioning. The structure will not increase any need in parking and will be used to support the existing day camp use on the site. It is being placed on -site to temporarily increase the amount of heated and cooled space available to campers in response to requirements of the Department of Human Services. With the application, a variance is being requested for a reduction in the front yard setback along the Cooper Orbit Road frontage. The un-deeded prescriptive right-of-way for the roadway rests within our property. We are requesting a 10 foot setback at the eastern portion of the building and 12 foot setback at the western portion of the building. This will place the building between 35 and 37 feet from the centerline of the roadway behind the fence line of the Lake Nixon property. This variance could be conditioned to expire August 315t, 2017. Thank you for your consideration. Please call me if you have any questions. 501.374.9284 Sincerely, Megan Pike Executive Director Lake Nixon Outdoor Center License No. 0130280517 ID #15921 State of Arkansas Commercial Contractors Licensing Board WILLIAMS SCOTSMAN, INC. 901 S BOND ST, #600 BALTIMORE, MD 21231 This is to Certify That WILLIAMS SCOTSMAN, INC. is duly licensed under the provisions of Act 150 of the 1965 Acts as amended and is entitled to practice Contracting in the State of Arkansas within the following classifications/specialties: BUILDING - (COMMERCIAL & RESIDENTIAL) with the following suggested bid limit from May 27, 2016 when this Certificate expires. Unlimited until May 31, 2017 Witness our hands of the Board, dated at North Little Rock Arkansas: e?E 4 .Ar'.� CHAIRMAN SECRETARY May 27, 2016 - sh James, Donna From: Megan J. Pike <mpike@2bclr.com> Sent: Monday, February 6, 2017 4:23 PM To: James, Donna Subject: Lake Nixon Outdoor Center/Second Baptist Church Site Plan application Donna, Thank you for taking our application this afternoon. Per our conversation you asked that I email you in regards to the temporary building that Lake Nixon Outdoor Center plans to lease for the use of our Summer Day Camp program. The details on the building provided by William Scotsman shows a restroom in the plans. We will not be utilizing the restroom, so will not be hooking up plumbing to the temporary building's restroom facility. Our campers have access to another set of restrooms that meet DHS guidelines within a short walk from the proposed site of the temporary building. Appreciatively, Megan J. Pike Executive Director Lake Nixon Outdoor Center a ministry of Second Baptist Church Downtown Little Rock r-npike@2bclr.com // 361.349.1002 mobile // 501.374.9284, ext. 26 office online: www.2bclr.com/lakenixoti A L t OUTDOOR CENTER 8 February 2017 ya_'N SECOND BAPTIST CHURCH D O W N T O W N Re: Lake Nixon Outdoor Center — Temporary Building Zoning Variance and Temporary Building Site Plan To Whom It May Concern: Enclosed is a Notice of Public Hearing before the Little Rock Board of Adjustment on an application for a Zoning Variance. Lake Nixon Outdoor Center has submitted a nonresidential building variance application to the City of Little Rock Board of Adjustment for our property at 18500 Cooper Orbit Road. Also enclosed is a Notice of Public Hearing before the Little Rock Planning Commission on an application for a Site Plan Review. Lake Nixon Outdoor Center plans to lease a temporary building for the months of May, June, July, and August of 2017 for use during the Summer Day Camp program. The structure will not increase any need in parking and will be used to support the existing day camp use on site. It is being placed on -site to temporarily increase the amount of climate -controlled space available to campers. Please see notices for more details regarding these applications made by Lake Nixon Outdoor Center. Sincerely, r� I Megan J. Pike Executive Director Lake Nixon Outdoor Center A ministry of Second Baptist Church Downtown Little Rock 222 East 8th Street, Little Rock, AR 72202 — i-npike@.2bclr.com — 501.374.9284 — www.2bclr.com sitpin.doc 03/01/10 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION FOR SITE PLAN REVIEW To ALL owners of land lying within 200 feet of the boundary of property at: Address: 18500 Cooper Orbit Road General Location: Lake Nixon Outdoor Center Owned by: Second Baptist Church -Downtown Zoning: Agriculture & Forestry Proposed Use: Summer Day Camp Program NOTICE IS HEREBY GIVEN THAT an application for Site Plan Review has been filed with the Department of Planning and Development. A public hearing on said application will be held by the Little Rock Planning Commission in the Board of Directors Chamber, Second Floor, City Hall, on March 16, 2017 , at 4:00 p.m. ALL PARTIES IN INTEREST MAY APPEAR and be heard at said time and place, or may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to call or visit the Department of Planning and Development, 723 West Markham, 371-4790, and to review the application and discuss same with the Planning staff. AFFIDAVIT I hereby certify that I have notified all the property owners of record within 200 feet of the above property that subject property is being considered for Site Plan Review and that a Public Hearing will be held by the Little Rock Planning Commission at the time and place described above. Applicant (owner or authorized agent) (Name) (Date) BRADY 8509 W MARKHAM ST LITTLE ROCK AR 72205-2400 0451370015 02/09/2017 (800)275-8777 8:41 AM Product Sale Final Description Oty Price First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72211) (Weight:0 Lb 0.80 Oz) (Expected De livery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@®USPS Certified Mail #) (70142870000039956443) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72211) (Weight:0 Lb 0.80 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (®®USPS Certified Mail #) (70142870000039956436) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (®®USPS Certified Mail #) (70142870000039956429) First -Class 1 $0.49 Mail Letter (Domestic) (LITTL.E ROCK, AR 72210) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (®®USPS Certified Mail #) (70142870000039956405) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (®®USPS Certified Mail #) -(70142870000039956412) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72203) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (®®IJSPS rartifiarl Mail (Weight:0 Lb 0.90 Oz) E (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956146) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.80 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956153) First -Class 1 $0.49 Mail Letter (Domestic) (BRYANT, AR 72022) (Weight:O Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #> (70142870000039956160) First -Class 11 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Welght:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3,35 (@@USPS Certified Mail #) (70142870000039956177) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.30 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956184) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.80 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956191) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.80 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956207) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72223) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956214) First -Class Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 (@@USPS Certified Mail (70142870000039956221) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Welght:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 (@@USPS Certified Mail (70142870000039956238) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72211) (Welght:0 Lib 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 (@@USPS Certified Mail (70142870000039956245) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.30 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 (@@USPS Certified Mail (70142870000039956252) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.30 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 (@@USPS Certified Mail (70142870000039956269) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 (@@USPS Certified Mail (70142870000039956276) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 (@@USPS Certified Mail (70142870000039956283) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72223) (Weight:0 Lb 0.90 Oz) I $0.49 $3.35 $0.49 $3.35 $0.49 $3.35 $0.49 $3.35 $0.49 $3.35 $0.49 $3.35 $0.49 $3.35 $0.49 Certified 1 -. $�.n (@@USPS Certified Mail #) (70142870000039956306) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Welght:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956313) First -Class 1 $0.49 Mail Letter (Domestic) (GREENBRIER, AR 72058) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956320) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956337) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72205) (Welght:0 Lb 0,90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956344) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72203) (Weight:0 Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified`"" 1 $3.35 (@@USPS Certified Mail #) (70142870000039956351) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72211) (Welght:0 Lb 0.30 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956368) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.80 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956375) First -Class 1 $0.49 Mail Letter (Domestic) Mall + Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:O Lb 0.90 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956382) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72210) (Weight:0 Lb 0.80 Oz) (Expected Delivery Day) (Saturday 02/11/2017) Certified 1 $3.35 (@@USPS Certified Mail #) (70142870000039956399) Total $115.20 Credit Card Remitd $115.20 (Card Name:VISA) (Account #:XXXXXXXXXXXX7697) (Approval #:04632D) (Transaction #:724) Text your tracking number to 28777 (2USPS) to get the latest status. Standard Message and Data rates may apply. You may also visit USPS.com USPS Tracking or call 1-800-222-1811. In a hurry? Self-service kiosks offer quick and easy check-out. Any Retail Associate can show you how. BRIGHTEN SOMEONE'S MAILBOX. Greeting cards available for purchase at select Post Offices. Order stamps at usps.com/shop or call 1-800-Stamp24. Go to usps.com/clicknship to print shipping labels with postage. For other information call 1-800-ASK-USPS. Get your mail when and where you want it with a secure Post Office Box. Sign up for a box online at usps.com/poboxes. All sales final on stamps and postage Refunds for guaranteed services only Thank you for your business HELP US SERVE YOU BETTER TELL U T YOUR RECENT P TAL EXPERIENCE Go to: ://postalexperience. om/Pos 720-0606-061-00014-23 8-02 or scan this code with Your mobile device: �f . i 91 PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 20 February 2017 NAME TYPE ISSUE COMMENTS RENAISSANCE POINTE THE Z-4343-JJ All Central Arkansas Water requirements in RANCH REVISED LONG -FORM effect at the time of request for water service PD-R 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. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain NAME TYPE ISSUE COMMENTS additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. This development will have a minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. 2 NAME TYPE ISSUE COMMENTS TRACT CHENAL VALLEY LONG - FORM PD-R Z-5936-0 All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extensionwill be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, 3 NAME TYPE ISSUE COMMENTS 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. This development will have a minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. 107 EAST 9TH STREET SHORT- Z-6734-G NO OBJECTIONS; All Central Arkansas FORM PD-R Water requirements in effect at the time of request for water service must be met. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. 4 NAME TYPE ISSUE COMMENTS 14910 CANTRELL ROAD Z-7603-1 REVISED LONG -FORM PCD All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and NAME TYPE ISSUE GIBRALTER HEIGHT ADDITION S-309-E REPLAT LOTS9 AND 10 BLOCK 3 GREENWOOD ADDITION S-1786 PRELIMINARY PLAT COMMENTS 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. NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. N. NAME TYPE ISSUE COMMENTS DOUBLEBEE'S STORE #116 Z-4743-D All Central Arkansas Water requirements in SHORT -FORM PCD 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. 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 BREED SHORT -FORM PCD Z-9198 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. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced M NAME TYPE ISSUE COMMENTS pressure zone backflow preventer shall be required. NAME TYPE ISSUE COMMENTS LOTS 2 AND 3 THE VILLAGE AT Z-5703-E COLONEL GLENN REVISED LONG -FORM PCD All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section 10 NAME TYPE ISSUE COMMENTS 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. 11 NAME TYPE ISSUE COMMENTS LOTS 2 AR AND 2 BR CWC S-1056-B All Central Arkansas Water requirements in SUBDIVISION REPLAT AND effect at the time of request for water service SUBDIVISION SITE PLAN must be met. REVIEW 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. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 12 NAME TYPE ISSUE COMMENTS BANK OF THE OZARKS REVISED Z-4343-II LONG -FORM PCD All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Contact Central Arkansas Water regarding the size and location of the water meter. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and 13 NAME TYPEISSUE COMMENTS approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 14 NAME TYPE ISSUE COMMENTS LOTS 2 AND 4 COLONEL GLENN Z-6973-H BUSINESS CENTER LONG - FORM PCD All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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. The facilities on -site will be private. When meters are planned off private lines, private facilities shall be installed to Central Arkansas Water's material and construction specifications and installation will be inspected by an engineer, licensed to practice in the State of Arkansas. Execution of Customer Owned Line Agreement is required. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. 15 NAME TYPE ISSUE COMMENTS LAKE NIXON DAY CAMP SUBDIVISION SITE PLAN REVIEW S-1756-A NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. 16 MEMORANDUM FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE FEBRUARY 22, 2017, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: FEB 17, 2017 1. 422 Gamble Road (S-309-E) No Comment 2. 10011 Interstate 30 5-1056-B Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. Outside activities and appurtenances shall be screened from abutting properties and streets, Sec. 15-95. Screening Requirements. Propane pad, ice units, and vacuum units shall be oriented away from a primary street side of the property and screened from the public right-of-way. 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. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 3. 18500 Cooper Orbit Road (S-175 Site plan must comply with the City's minimal landscape and buffer ordinance requirements. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 4. 16400 Block of Crystal Valley Road (S-1786) No Comment 5. NWC of 101h and Summit Streets _ (Z-4336-QQ) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/2) the full width requirement but in no case less than nine (9) feet. 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 portion of the buffer adjacent to the 101h Street right-of-way is less than the required six (6) feet nine (9) inches. The additional space needed can be transferred to the perimeters that exceed the minimum requirements adjacent to the handicapped parking to the east and west. No revision is required. 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. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. 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. NWC of Cantrell and Chenonceau 18020 Cantrell Road (Z-4343-11) Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Highway 10 Scenic Corridor Overlay District. The Highway 10 frontage (front yard) shall consist of a minimum of forty (40) feet of landscaped area exclusive of right-of-way. The landscaped area shall contain organic and/or combined man-made/organic features such as berms, brick walls and dense plantings such that vehicular use areas are screened when viewed from an elevation of forty-two (42) inches above the elevation of the adjacent street. Trees shall be planted or be existing at least every twenty (20) feet and have a minimum of two (2) inches in diameter when measured twelve (12) inches from the ground at time of planting. Provide screening shrubs no less than thirty (30) inches in height at installation with an average linear spacing of not less at three (3) feet within the required landscape area Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. Street buffers will be required adjacent to Chenonceau Blvd 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. 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 MF18. The maximum dimension shall be fifty (50) feet. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). 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. 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. 7. Chenonceau Boulevard and A la Drive Z-4343-.1.1 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 R2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. 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. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces 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. 8. 2406 Cantrell Road (Z-4743-D) 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 (I/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. The average depth of the lot is approximately three hundred and seventy-five (375) feet. A minimum street buffer of seventeen (17) feet in width will be required adjacent to the Riverfront Drive right-of- way. 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 no less than three (3) feet within the required landscape area. Provide trees with an average linear spacing of no less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property. This strip shall be at least nine (9) feet wide. 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 perimeter planting strip shall be six (6) feet nine (9) inches. The perimeter planting strip between the two entry drives servicing Cantrell Road is deficient. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. 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. A landscape irrigation system shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires an approved landscape plan stamped with the seal of a registered landscape architect prior to the issuance of a building permit. 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. 10303 Colonel Glenn Z-5703-E Site plan must comply with the City's minimal landscape and buffer ordinance requirements. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 10. NWQ of Cham nnolle Blvd and Rahl ing Road Z-5936-0 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. This strip shall be a minimum of nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. Existing trees and shrubs can be counted to satisfy this requirement. 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. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). For developments with more than one hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 11. 107 East 91" Street (Z-6734-G) No Comment 12. NWC David O Dodd and Lawson Cut-off (Z-6973-H) 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 (1/2) the full width requirement but in no case less than nine (9) feet. The maximum dimension required shall be fifty (50) feet. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Confirm the area south of the proposed building is not paved. 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 A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The minimum dimension shall be nine (9) feet. 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. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. The adjacent northern property fronting Lawson Road is zoned R-2, screening will be required. 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. 14910 Cantrell Road _(Z-7603-I) Site plan must comply with the City's minimal landscape and buffer ordinance requirements and the Highway 10 Scenic Corridor Overlay District. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the north is zoned R-2. The land use buffer shown at approximately fourteen (14) feet in depth is deficient. The average depth of the lot is approximately three hundred and eighty (380) feet. A twenty-three (23) foot buffer is required. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in height shall be required upon the property line side of the buffer. A minimum of seventy (70) percent of the land use buffer shall be undisturbed. Easements cannot count toward fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape ordinance of the city, section 15-81. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Building landscape areas shall be provided at the rate equivalent to planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be planted in the building landscape areas for each forty (40) linear feet of vehicular use area abutting the building. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required as per Highway 10 site design and development standards. The 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. 14. 5801 Baseline Rd (Z-9198) No Comment 15. 5801 Baseline Rd (L.A-0074) No Comment Public Works Review Comments Board of Adjustment Planning Agenda Date: 3/16/2017 Z File Number S-1056-B Lots 2AR & 2BR CWC Subd Replat & Site Plan 10011 Interstate 30 1 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 2 In accordance with 3 1-2 10 (h)(12), access driveways running parallel to the street shall not create a four-way intersection within 75 ft of the curb line of the street. The lack of vehicle stack space will cause vehicles to stack into the Baseline Road intersection. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 4 Vehicles parked to access the proposed propane tanks and ice units in the access drive aisle will further congest and obstruct access within the onsite 4 way intersection. 5 With the placement of the additional private driveway within the AHTD'controlled signalized intersection and the proposed combination left/thru NB lane, the signal timing will be split phased which will result is additional delays and more vehicle stacking. Tuesday, February 21, 2017 Page 1 of 1 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 3 -16-17 Z File Number S-1056-B Lots 2AR & 2BR CWC Subd Replat & Site Plan 10011 Interstate 30 1 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 2 Additional signal infrastructure is required to be installed on the southside of Baseline Road. 3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 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. Z File Number S-1756-A Lake Nixon Day Camp Subdvision Site Plan Review 18500 Cooper Orbit Road 1 Cooper Orbit Road is classified on the Master Street Plan as a collector street. A dedication of right- of-way 30 feet from centerline for a total right-of-way width of 60 ft will be required on both sides of Cooper Orbit Road where the property owner has ownership on both sides of the road. 2 Following right-of-way dedication, the new setback will be about 5 ft. from the right-of-way. 3 The approval of the subject temporary building sets no precedence for future temporary or permanent building locations. 4 The building setback for the permanent building should be at least 40 ft from the property line. Z File Number S-1786 Greenwood Addition Pre Plat 16400 Crystal Valley Road 1 Crystal Valley Road is classified on the Master Street Plan as a minor arterial. A dedication of right- of-way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Crystal Valley Road with planned development. A 6 ft paved shoulder should be constructed on Crystal Valley Road adjacent to the subject property. 3 The access easement should be constructed with a concrete apron at Crystal Valley Road per City Ordinance. Z File Number S-309-E Gibralter Heights Add Replat Lots 9 & 10 Blk 3 422 Gamble Road 1 20 ft is the minimum allowed setback to allow vehicle parking in front of the garage with the rear of the vehicle not extending into the right-of-way. Due to the proposed setback, a note must be provided on the replat stating the future structure must be designed to provide at least 20 ft from the face of the garage to the Archer Lane right-of-way. Friday, February 17, 2017 Page 1 of 8 Z File Number Z-4336-QQ Ark Children's Hospital Site Plan Review NWC 1 Oth St and Summit St. 1 A 20 feet radial dedication of right-of-way is required at the intersection of 9th St. and Summit St. and loth St. and Summit St. 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 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-4343-II Bank of the Ozarks Rev PCD NWC Cantrell Rd and Chenonceau Blvd 1 Cantrell Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. 2 Sidewalks with appropriate handicap ramps are required adjacent to Chenonceau Blvd. and Cantrell Road in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 3 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 4 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 5 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Will an advance grading permit be requested to clear and grade future phases with construction of phase 1? 6 Storm water detention ordinance applies to this property. Show where detention will be provided? 7 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 8 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 9 Provide existing topographic information at maximum five-foot contour interval. Show the limits of the 100-year floodway and floodplain. 10 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be shown on plat and grading plans. 11 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. 12 Alteration of the water course will require approval from the Little Rock District of the US Army Corps of Engineers prior to start of work. Friday, February 17, 2017 Page 2 of 8 approved the 13 The proposed alteration of the floodway will require flood map revisions. Obtain a conditional letter of map revision and no rise certification approval from Public Works and the Federal Emergency Management Agency prior to issuance of a grading permit aand.or a building permit. An 14 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 15 The end of the proposed island in the driveway at the Cantrell Road intersection should be located 22 ft from the back of curb on Cantrell Rd. and Chenonceau Blvd. 16 On plan show driveway locations on the southside of Cantrell Rd. in relation to the proposed driveways on the north. A possible left turn conflict could exist with the west driveway location. 17 The signal location is not approved by this application. At the time the development is constructed and signal warrants are believed to be met, submit a Traffic Study for the proposed signal. Study should address trip generation, turn movements, and trip distribution for the development and also should take into account existing and projected traffic growth and future phases of development. 18 Hauling of fill material on or off site over municipal streets and roads requires approval prior to a grading permit being issued. Contact Public Works Traffic Engineering at 621 S. Broadway, (501) 379-1805 (Travis Herbner) for more information. 19 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 20 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 21 A minimum undisturbed strip 25 ft wide except for reasonable access shall be provided along each side of streams having a 10 yr storm >150 cfs. The undisturbed strip should be measured from top of the bank. 22 New driveway locations are proposed. Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on Cantrell Rd is 300 ft from other driveways and intersections and 150 ft from side property lines. Variance from the driveway spacing ordinance is required for the proposed west driveway on Cantrell Rd. 23 The approved plan showed pedestrian access to and within the site. The current plans shows no pedestrian access to the site and within the site. 24 In accordance with Section 32-8, no obstruction to visibility including signage shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the Chenonceau Blvd and Cantrell Rd driveway intersections. Z File Number Z-4343-JJ Renaissance Pointe the Ranch PD-R Chenonceau Blvd & Ayla Dr 1 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is an advanced grading permit being requested to grade future phases with construction in Phase 1? 2 An access easement with a Fire Code compliant driving surface and width must be provided between the proposed emergency access gate and the public right-of-way. 3 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Friday, February 17, 2017 Page 3 of 8 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 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing is 250 ft from other driveways or intersections on a collector street. 3 multi -family complexes with 4 driveways are proposed to be constructed off the cul de sac. A variance must be requested for the proposed driveway location. 6 No residential waste collection service will be provided on private streets unless the property owners association provides a waiver of damage claims for operations on private property. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 8 The owner and/or manager of each multi -family residence of 100 or more dwelling units shall provide recycling and encourage participation by the tenants, renters, or owners of each unit. Contact Melinda Glasgow at 371-4646 for more information. 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Z File Number Z-4743-D Doublebee's Store #116 PCD 2406 Cantrell Road 1 Provide a sight plan drawn to scale on a D size sheet. The current plan is too small and cannot be scaled. 2 Cantrell Rd is classified on the Master Street Plan as a principal arterial with special design standards. Dedication of right-of-way to 45 feet from centerline will be required. Due to the property being located at an arterial/arterial intersection, an additional 10 ft of right-of-way should be dedicated for a right turn lane. The additional right-of-way should be 250 ft in length measured from the intersecting right-of-way. 3 Riverfront Drive is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 4 A 75 ft to 100 ft radial dedication of right-of-way is required at the intersection of Cantrell Rd and Riverdale Drive. 5 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Cantrell Rd including 5-foot sidewalks with planned development. The curb should be located to provide an 11 ft right turn lane that provides stack to the west existing driveway and then a 50 ft taper. 6 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 7 A structure is proposed to be constructed over an existing drainage easement(s) The easement(s) must be relocated or removed by plat. 8 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 9 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 showing the relocation of the existing drainage easement(s) and infrastructure. Friday, February 17, 2017 Page 4 of 8 10 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 11 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 12 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on arterial street is 300 ft from intersections and other driveways and 150 ft from side property line. The width of driveway must not exceed 36 feet. A variance must be requested for the driveway locations. The south driveway on Riverfront Drive should be closed with curb and gutter and sidewalk. 13 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area 50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at the Cantrell Rd/Riverdale Blvd intersection and all driveways. 14 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 15 Show the location of the 100 year overflow path that does not damage existing infrastructure and structures. 16 A structure is proposed to be constructed over an existing drainage easement. The easement must be relocated or removed by plat. 17 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 18 Show the proposed truck route on site. Z File Number Z-5703-E Lots 2 & 3 Village at Colonel Glenn Rev PCD 10303 Colonel Glenn Rd 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 2 Storm water detention ordinance applies to this property. At time of building permit calculations should be provided to determine if existing detention capacity is sufficient. At least a 20 ft wide access is required to be provided to the detention pond to conduct maintenance. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. Show where access will be provided. 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. Z File Number Z-5936-0 Tract Chenal Valley PD-R NWC Champagnolle Blvd & Rahling Rd 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. Friday, February 17, 2017 Page 5 of 8 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the startof construction. 3 Storm water detention ordinance applies to this property. 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 A special Grading Pen -nit for Flood Hazard Areas will be required per Sec. 8-283 prior to construction. 6 The minimum Finish Floor elevation of at least 1 ft above the the base flood elevation is required to be shown on plat and grading plans. 7 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. 8 Are the driveways proposed to be one way? Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on collector streets is 250 ft from intersections and other driveways and 125 ft from side property lines. A variance must be requested for the proposed driveway spacing. 9 Are gates proposed to be installed? 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. 11 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 12 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Z File Number Z-6734-G 107 E. 9th St. PD-R 107 E. 9th St. 1 Where is vehicle parking proposed to occur? 2 If parking is proposed in the rear, the existing public alley should be overlayed with asphalt. Z File Number Z-6973-H Lots 2 & 4 Colonel Glenn Business Center PCD NWC David O Dodd & Lawson Cut-off 1 David O Dodd Rd is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 Lawson Rd Cutoff is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. Due to the proposed use of the property, the Master Street Plan specifies that Lawson Road for the frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet from centerline. Friday, February 17, 2017 Page 6 of 8 40.5 property 4 A 20 feet radial dedication of right-of-way is required at the intersection of Lawson Rd Cutoff and Lawson Road. 5 Due to an arterialI/arterial intersection, a 75 feet or more radial dedication of right-of-way is required at the intersection of David O Dodd Rd and Lawson Rd Cutoff. 6 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Lawson Rd including 5-foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline. 7 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to David O Dodd Rd including 5-foot sidewalks with planned development. The new back of curb should be located 29.5 ft from centerline. In addition due to the arterial/arterial intersection, a right turn turn should also be constructed on David O Dodd Road with 200 ft of stack and 100 ft of taper. The right turn lane will move the new back of curb to 8 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Lawson Road Cutoff including 5-foot sidewalks with planned development. The new back of curb should be placed 29.5 ft from centerline. 9 Provide access ramps at intersections. 10 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is advanced grading of future phases requested when construction is imminent on Phase 1? If advanced grading is proposed for future phases, berms or temporary undisturbed buffers should be maintained in 11 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. 12 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. 13 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 14 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. The Lawson Road driveway is not located at least 125 ft from the side line. The width of driveway must not exceed 36 feet. A variance must be requested. 15 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 16 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 18 Vehicle backing is proposed within the 30 ft common access easement. Z File Number Z-7603-I 14910 Cantrell Road Rev PCD 14910 Cantrell Road Friday, February 17, 2017 Page 7 of 8 I The sidewalk should continue along the west side of the access easement to the proposed building on Lot 2. 2 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. 3 A structure is proposed to be constructed within the access easement. 4 Parallel parking striping is provided within the shared access easement adjacent to the Tire and Brake store. Z File Number Z-8998 MEMS Rev POD 1121 W. 7th St. 0 No comments Z File Number Z-9198 Breed PCD 5801 Baseline Road 1 Baseline Road is classified on the Master Street Plan as a principal arterial with special design standards. Dedication of right-of-way to 45 feet from centerline will be required. 2 Insufficient space is provided in front of the structure for vehicle parking and backing. Friday, February 17, 2017 Page 8 of 8 To: Dana Carney, Zoning & Subdivision Manager Date: 2-16-17 Donna James, Zoning Monte Moore, Subdivision From: Curtis Richey / Mark Alderfer: Building Codes Building Code Comments: Z-4336-QQ NWC of 101h and Summit Streets NC Z-4343-JJ Chenonceau Blvd and Avla Drive Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; cricheyPlittlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-5936-0 NWC of Champagnolle Blvd._ and Rahling Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock. og_v or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . Z-6734-G 107 East 91n Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.g-ov Z-7603-1 14910 Cantrell Rd. Project is subject to full commercial plan review and approval prior to issuance of a building permit. A demolition permit is required for all structures to be removed. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichev@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@ littlerockgov . S-309-E 422 Gamble Road NC S-1786 16400_Block of Crystal Valley Road NC Z-4743-D 2406 Cantrell Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; cr_ichey@littlerock.,oy or Mark Alderfer at 501.371.4875; mal_derrer@iittlerock.gov . Z-9198 5801 Baseline Road Project is a change in occupancy and is therefore subject to current building code requirements. Review and approval is required by Building Codes Division before occupancy takes place. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov Z-5703-E 10303 Colonel Glenn Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littlerock.gov or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . S-1056-B 10011 Interstate 30 Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@littierock.gov or Mark Alderfer at 501.371.4875; maiderfer0littlerock.gov . Z-4343-II NWC of Cantrell Road and Chenonceau Blvd. Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@_littierock.gov or Mark Alderfer at 501.371.4875; malderfer a littlerock.gov . Z-6973-H NWC David O Dodd and Lawson Cut-off 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@iittIerock.go or Mark Alderfer at 501.371.4875; malderfer@littlerock.gov . 5-1756-A 18500 Cooper Orbit Road Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey@iittlerock.gov or Mark Alderfer at 501.371.4875; malderfer2littlerock.gov . Note: A waiver for no restrooms is required from the Arkansas State Health Department. Contact Bill Sims at 501-661-2642 or william.sims@arkansas.gov Regards, Curtis Richey Commercial Plans Examiner VRock Region V :4 Mr=TR(7 Rock Region METRO Planning and Subdivision Review Memo To: City of Little Rock Planning and Development, Donna James From: Kathleen Lambert, Sr. Transit Planner Date: February 15, 2017 Re: Subdivision Reviews February, 2017 hearing 1) Z-4343-JJ Renaissance Pointe, the Ranch revised long form PD-R, Chenonceau Boulevard & Ayla Dr. a) Location is currently served by METRO on route 25. We have no objections to this revision of the development as presented. We request in addition to the gated community entrances a man gate be provided to allow pedestrian access to the transit route. 2) Z-5936-0 tract Chenal Valley Long Form PD-R, Champagnolle Blvd. & Rahling Rd. a) Location is not currently served by METRO but is on our long range plan. In an age restricted community, seniors and those with disabilities will qualify in the near term for federally mandated paratransit services. We recommend the developer provide a front entrance canopy and driveway radii with enough clearance for paratransit vehicles to serve this location. Handicap parking spaces should be accompanied by sidewalks and protected pedestrian ways through all parking areas. 3) Z-6734-G 307 East 9th St, Short form PD-R a) Location is served by METRO on several routes. 9th St is an important service connector between downtown and the historic Quawpaw section of the city. We recommend sidewalk improvements as this property is located along and important transit corridor. 4) Z-7603-1 1.4910 Cantrell Road, revised long form PCD 901 Maple Street, North Little Rock 72214 rrmetro.org 501-375-6717p a) Location is currently served by METRO on route 25. We have no objections to this revision of the development as presented. We request developer provide full sidewalk connectivity from the each building entrance to the transit route along Cantrell Rd. 5) S-309-E Gibraltar Heights Addition, replat lots 9 & so 422 Gamble Road a) Location is not currently served by METRO. We have no objections to the replat of two residential lots. 6) S-1-786 Greenwood addition Preliminary Plat, 3.6400 Crystal Valley Rd a) Location is not currently served by METRO. We have no objections to the replat of two residential lots. 7) Z-4743-D Doublebee's Store #116, short form PC-D, 2406 Cantrell Road a) Location is served by METRO on Route 21. Riverdale. The site plan as presented does not allow for good pedestrian access to the transit route. We recommend the property developer consolidate old driveways into two property entrances, one on Riverfront Drive and one on Cantrell Road to allow fewer pedestrian conflicts with traffic. The bus stop is located on Riverfront Drive and is geographically located on our transit map to coordinate with our ITS system. Information is available through City of Little Rock, Metroplan or on our website rrmetro.org; add stop location to plan. The site plan does not have proper coordinated curb ramps for pedestrian street crossings, refer to current city code. We recommend a bike rack be installed on site to coordinate with transit riders and the nearby access to the Arkansas River trail. Provide complete sidewalks along Cantrell Road and Riverfront Drive, plus a protected pedestrian way to the front entrance to the store, this will serve as access for all modes of travel along this corridor. 8) Z-9198 Breed short form PC-D, 58oi Baseline Rd. a) Location is served by METRO along multiple routes on Baseline Road. We have no objections to recognizing and exiting business use. 9) Z-5703-E Lots 2&3 the Village of Colonel Glenn revised long form PC-D, 1.0303 Colonel Glenn Road a) Location is not currently served by METRO but is on our long range plans. We recommend full sidewalks for pedestrian access on Colonel Glenn to a future transit route. We further recommend a pedestrian way from the transit route to the entrance of the business for access to jobs and services provided by the business. 10) S-1o56-B Lots 2AR and 2BR CWC Subdivision replat and site plan review, 8814 Baseline Road & 1oo11 Interstate 30 (frontage road) a) Location is served by METRO on multiple routes at this location. Adjacent to the this property is our southwest community transfer hub in the Walmart parking lot and important transit connection to the community. The location serves 3% of all passengers who ride these routes. The signalized intersections at both ends of the plaza entrance adjacent to this development serve the transit route as a turnaround and terminus point for all (3) routes. We are concerned about the widening of the Baseline Rd. driveway and potential for excessive traffic/ pedestrian conflicts caused by the configuration shown on the plan. Recommend no left turn from this driveway location. Sidewalk connectivity must be maintained along the transit route. A protected pedestrian way should be provided from the front entrance of the business to the transit route for access to services and jobs. There is no ADA access provide for the site interior, pedestrian crossings or sidewalks shown. Locate existing bus stop on site plan. GPS coordinates and stop location can be obtained from City of Little Rock, Metroplan or our website at rrmetro.org. 11) Z-4343-II Bank of the Ozarks, revised long form PCD, NW corner of Chenonceau Blvd and Cantrell Road a) Location is served by METRO on route 25 Pinnacle Mountain; previous comments regarding pedestrian access to the development from the transit route apply. We no objection to the additional uses for this development. Maintain pedestrian way to the interior of the site from the transit route for access to services and jobs. 12) Z-6973-H Lots z & 4 Colonel Glenn Business Court long form PCD; MW corner of David O Dodd and Lawson Cut-off. a) Location is not currently served by METRO but is in our long range plans. We have no objections to the proposed addition of a service building to this development. 13) S-1756-A Lake Nixon Day Camp subdivision site plan review-185oo Cooper Orbit 4 a) Location is not currently served by METRO. We have no objections to this temporary installation. 14) Z-4336-QQ Arkansas Children's Hospital Zoning site plan review; NW corner of lOth and Summit Streets, parking lot. a) Location is served by METRO on route 3. However, the parking lot does not impact transit operations on Battery and 12th Streets. We have objected to the proliferation of surface parking lots in well served transit areas as a matter of land use policy. We encourage more participation by the public to use transit instead of personal vehicles for daily commuting, reducing the need for more surface parking. En te February 13, 2017 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 Entergy Arkansas Inc. #9 Entergy Court Little Rock. AR 72211 RE: Entergy comments related to Planning and Zoning items for the March 161n 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 February 20cn 2017. Renaissance Pointe the Ranch — Chenonceau Blvd and Ayla Dr: Z-4343-JJ Entergy does not object to this proposal. An existing underground, single phase, power line exists just to the east of this property. It does not appear to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Tract Chenal Valley — NWC of Champagnolle Blvd & Rahling Rd: Z-5936-0 Entergy does not object to this proposal. An existing three phase, underground power line exists to the northeast of this property along Rahling Road, and a single phase line exists along Rahling Road to the east of this property. Neither one appears to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. 107 East 9th St Short -form PD-R —107 East 911 St.: Z-6734-G Entergy does not object to this proposal. Service is already being provided to this structure. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this proposal proceeds. • 14910 Cantrell Road Rev. Long form PCD —14910 Cantrell Rd: Z-7603-I Entergy does not object to this proposal. An underground three phase power line exists to the east side of this property serving existing customers in the development and a single phase overhead line exists on the west side of the property. There do not appear to be any conflicts with existing Entergy facilities. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. Gibralter Heights Addition Replat Lots 9 & 10 — 422 Gamble Rd: S-309-E Entergy does not object to this proposal. Service is already being provided to the structure on Lot 9R. Power lines (overhead) currently exist on the south side of this property on the south side of Archer Ln and on the east side of Gamble Road. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. Greenwood Addition Prelim Plat —16400 Block of Chenal Valley: S-1786 Entergy does not object to this proposal. An existing three phase power line exists along the north side of Crystal Valley Road and a single phase line exists along the east side of Lovia Lane bordering this property. There do not appear to be any existing conflicts. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this property is developed. • Doublebee's Store #116 — 2406 Cantrell Rd: Z-4743-D Entergy does not object to this proposal. An existing three phase, power line exists on the west and south side of this property along Riverfront drive and along Cantrell Road. A three phase line also exists along part of the northern property line providing electrical service to the existing structure. It appears that some of these facilities will need to be relocated in order for the proposed development to proceed. Also, care must be used to maintain proper clearances in the construction of the new entry drive to this property as it will be constructed underneath the existing power line. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities as this project proceeds. Utility easements for new electrical extensions can be determined at that time. Breed Short -form PCD — 5801 Baseline Rd.: Z-9198 Entergy does not object to this proposal. Service is already being provided to this structure. Contact Entergy in advance to discuss any changes to electrical service requirements, or adjustments to existing facilities (if any) for this proposal. • Lots 2 & 3 the Village at Col. Glenn Long -form PCD —10303 Col. Glenn Rd: Z-5703-E Entergy does not object to this proposal. An existing three phase, power line exists along Colonel Glenn Road to the north and single phase lines extend near the property from the SE and west for potential future electrical service needs. None of these appear to be in conflict with the proposed development. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Lots 2AR & 2 BR CWC Subdivision Replat and Subdiv Site Plan — 10011I-30: S-1056-B Entergy does not object to this proposal. However, an existing three phase, overhead power line exists along the east side of this property directly over an alternative fuel tank location and a trash dumpster bay. If the locations of these facilities are to remain as proposed, then the power line will need to be relocated. There do not appear to be any other conflicts. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Sank of the Ozarks Revised Long -form PCD — NWC Cantrell & Chenonceau: Z-4343-II Entergy does not object to this proposal and has already been in contact with the developer about potential future service needs and facilities locations. Lots 2 & 4 Col Glenn Business Center Long form PCD — NWC David O Dodd & Lawson Cut-off: Z-6973-H Entergy does not object to this proposal. Service is already being provided at this location. However, the proposed service building appears to be very close to a power pole with overhead electrical wires, and the underground power line for the existing service is very close to the proposed location of this new building. All electrical and OSHA code clearance requirements must be maintained during and after this structure is built. Contact Entergy in advance to discuss future service requirements, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. • Lake Nixon Day Camp Subdiv —18500 Cooper Orbit Rd.: S-1756-A Entergy does not object to this proposal. A single phase, overhead power line exists along the south side of Cooper Orbit Road at this proposed building location. Extreme caution should be used when working near power lines so that neither electrical poles nor wires are contacted, and all code/OSHA clearances are maintained. Contact Entergy in advance regarding future service requirements to the structure and future facilities locations as this project proceeds. + AR Children's Hospital Zoning Site Plan review — NWC loth and Summit Sts.: Z-4336-QQ Entergy does not object to this proposal. High voltage, overhead power lines exist along the east and south sides of this property along 1 Oth and Summit Streets, but do not appear to be in conflict with the proposal. Extreme caution should be used when working near power lines so that neither electrical poles nor wires are contacted, and all code/OSHA clearances are maintained. Contact Entergy in advance to discuss future service requirements for the parking lot, new facilities locations and adjustments to existing facilities (if any) as this project proceeds. If you need further assistance you may call me at 501-954-5158 or e-mail me at bneumei@entergy.com. Sincerely, Bernard Neumeier Region Engineering Supervisor Entergy Arkansas, Inc. Little Rock Wastewater Comments Project Number 5-1056-B Project Name Project Type Lots 2 AR and 2 BR CWC Replat/ allow C-store Subdivision Project Number S-1756-A Project Name Project Type 18500 Cooper Orbit Rd. Site Plan -Temp. Building, no restrooms Project Number 5-1786 Project Name Project Type Greenwood Addition Preliminary Plat Project Number 5-309-E Project Name Project Type 422 Gamble Rd Replat Residential Lots Project Number Z-4336-QQ Project Name Project Type Arkansas Children's Zoning Site Plan - Parking Lot Hospital Project Number Z-4343-11 Project Name Bank of the Ozarks Rev. PCD Comment made Sewer Available to this site. EAD approval required if food prep on site. Comment Made Outside Service Boundary - No Comment. Comment Nude Outside Service Boundary - No Comment. Comment Made Sewer Available to this site. Comment Made Sewer Available to this site. Project Type Comment Made Planned Development: Commercial - Sewer main extension required with easements if new add hotel and convention center sewer service is required for this project. Capacity Fee analysis Required. EAD Approval required if food prep on site. Project Number Z-4343-JJ Project Name Project Type Renaissance Pointe at Planned Development Residential Parkland Height Project Number Z-4•743-D Project Name Project Type Comment Made Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee analysis Required. Comment made Wednesday, February 15, 2017 Page 1 of 2 Doublebee's Store #116 Planned Development: Commercial Dumpster enclosure not to be placed over 24" swr main. Sewer main extension required with easements if new sewer service is required for this project. EAD Approval Required if food prep to be done on site. Project dumber Z-5703-E Project Name Lots 2 & 3 the Village at Col. Glenn Project Number Z-5936-0 Project Marne Chenal Valley Tract 75 Project dumber Z-6734-G Project 'type Rev. Site Plan - PCD Comment Made Sewer Available to this site. Project Type Comment Made Planned Development Residential Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee analysis Required. EAD Approval Required if food prep to be done on site. Project Name Project Type Comment Made 107 East 9th Street Planned Development Residential Sewer Available to this site. Project Number Z-6973-H Project dame Project Type Comment Made Lots 2 and 4 Col Glenn Planned Development: Commercial - Sewer main extension required with easements if new Business Center add service center sewer service is required for this project. Project Number Z-7603-1 Project game Project Type Comment Made 14910 Cantrell Rd. Planned Development: Commercial Sewer Available to this site. EAD approval required if food prep on site. Project dumber Z-9198 Project Name Project Type Comment bade Breed (Ray) Short Form PC- Planned Development: Commercial Sewer Available to this site. D Wednesday, February 15, 2017 Page 2 of 2 To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the following Locations: Z-4343-JJ Chenonceau Boulevard and Avla Drive Fire Hydrants. Date: February 13, 2017 Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-5936-0 NWC of Champagnolle Boulevard and Rahling Road Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Eire 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-6734-G 107 East 91" Street No comment Z-7603-1 14910 Cantrell Road Full plan review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— 13105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. 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-309-E 422 Gamble Road No Comment S-1786 16400 Block of Crystal Valley 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. 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 Marshal's Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z-4743-D 2406-D Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10,percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 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 Marshal's Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9198 5801 Baseline No Comment Z-5703-E 10303 Colonel Glenn Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire -chief. Loadine Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1056-6 10011 Interstate 30 Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Fire Hvdrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-4343-II NWC of Cantrell Road and Chenonceau Boulevard Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. 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. 6973-H NWC David O Dodd and Lawson Cut -Off Maintain Access: Fire Hvdrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadin Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 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-1756-A 18500 Cooper Orbit Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. 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-4336-QQ NWC of 10" and Summit Streets Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loadine Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. 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. Regards, Captain Rhodes and Captain Hogue Office: 918-3710 ARKANSAS SENATE 91st General Assembly - Regular Session, 2017 Amendment Form Subtitle of Senate Bill No. 270 TO PROTECT PROPERTY RIGHTS OF OWNERS OR LESSEES OF REAL PROPERTY NEAR A SPORT SHOOTING RANGE; AND TO DECLARE AN EMERGENCY. Amendment No. 1 to Senate Bill No. 270 Amend Senate Bill No. 270 as originally introduced: Page 3, delete line 25, and substitute the following: "obtained the required consent. (3) This subsection does not apply to sport shooting ranges approved by the Arkansas State Game and Fish Commission." III I I III III II II II II The Amendment, as read the first time, rules suspended and read the second time and By: Senator S. Flowers BPG/TDW - 02-14-2017 09:50:27 BPG297 Secretary Z-4343-JJ Address: Chenonceau Boulevard and Ayla Drive Planning Division: This request is located in Pinnacle Planning District. The Land Use Plan shows Residential Low (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied to revise an existing Planned Residential District to removed one building and increase by 1 floor to second building. Master Street Plan: The south side of the property is Chenonceau Boulevard and it is shown as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-4743-D Address: 2406 Cantrell Road Planning Division: This request is located in the Heights Hillcrest 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 Planned Commercial District to redevelop existing commercial site with a new convenience store with gas pumps. Master Street Plan. To the south of the property is Cantrell Road and it is shown as a Principal Arterial on the Master Street Plan. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since it is a Principal Arterial. To the west of the property is Riverfront Drive and it is shown as a Minor Arterial on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. 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-5703-E Address: 10303 Colonel Glenn Road Planning Division: This request is located in 65t" Street Planning District. The Land Use Plan shows Light Industrial (LI) for this property. The Light Industrial category provides for light warehouse, distribution or storage uses, and/or other industrial uses that are developed in a well -designed "park like" setting. The applicant has applied for a revised Planned Commercial District to add mini - warehouse and C--1 uses as allowable uses to the existing developed lot. Master Street Plan: To the north of the property is Colonel Glenn Road and it is a Principal Arterial on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Colonel Glenn Road since it is a Principal Arterial. To the west of the property is Shackleford Road and it is a Minor Arterial on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Shackleford Road. 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 and Shackleford Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-5936-0 Address: NWC of Champagnolle Drive and Rahling Road PlanningDivision: This request is located in the Chenal Planning District. The Land Use Plan shows Suburban Office (SO) 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 applicant has applied for a Planned Residential District to allow for an age restricted independent living facility Master Street Plan: West side of the property is Rahling Road and it is shown as a Principal Arterial. The south side of the property is Champagnolle Drive and it is shown as a Collector on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Rahling Road since it is a Principal Arterial. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. A Collector design standard is used for Commercial Streets. 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 Rahling Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of- way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). A Class II Bike Lane is shown along Champagnolle Drive Bike Lane provide a portion of the pavement for the sole use of bicycles Z-6734 —G Address: 307 East 9th Street Planning Division: This request is located in the Downtown Planning District. The Land Use Plan shows Residential Medium Density (RM). Residential Medium Density accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between six (6) and twelve (12) dwelling units per acre. The applicant has applied to revise a Planned District Residential to allow the use of a training facility and an Air bb for the property in the existing structure. The request is within the MacArthur Park Historic District. Master Street Plan: To the east of the property is East 9th street and it is a Collector, the north of the property is Cumberland Road and it is a Local Street on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. The primary function of Local Streets is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along East 9th Street. Bike Lanes provide a portion of the pavement for the sole use of bicycles Z-6973-H Address: NWC David O Dodd and Lawson Cut-off Road Planning Division: This request is located in the 65th Street West Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC). Mixed Office and Commercial Office and Commercial category provides for a mixture of commercial and Industrial uses to occur. Acceptable uses are commercial or mixed commercial and industrial. A Planned Zoning District is required if the use is mixed commercial and industrial. The applicant has applied to review a Planned Commercial District to allow to add a service center. Master Street Plan: Lawson Cut-off Road and David O Dodd Road are both shown as Minor Arterial Streets on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on David O Dodd and Lawson Cut-off Road since it is a Minor Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along David O Dodd and Lawson Cut-off Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles Z-7603-1 Address: 14910 Cantrell Road Planning Division: This request is located in River Mountain Planning District. The Land Use Plan shows Mixed Use (MX) for this property. Mixed Use category provides for a mixture of residential, office and commercial uses to occur. A Planned Zoning District is required if the use is entirely office or commercial or if the use is a mixture of the three. The Applicant has applied for a revised Planned Commercial District to remove one office building and allow a commercial strip center. The request is within the Highway 10 overlay District. Master Street Plan: To the south of the property is Cantrell Road. Cantrell Road is a Principal Arterial Road on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Cantrell Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class I Bike Path shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or/and easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-9198 Address: 5108 Baseline Road Planning Division: The 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 Planned Commercial District to rezone from R-2 to Planned Commercial District to recognize the existing beauty salon. Master Street Plan: To the south of the property is Baseline Road and it is shown as a Principal Arterial on the Master Street Plan. A Principal Arterial is to serve through traffic and to connect major traffic generators or activity centers within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Baseline Road since it is a Principal Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There is a Class I Bike Path shown along Cantrell Road. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or/and easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). SCOTSMAN An ALGECO SCOTSMAN Company Lease Agreement Lessee: LAKE NIXON 18500 COOPER ORBIT ROAD LITTLE ROCK, Arkansas, 72210 Williams Scotsman, Inc. 1830 North 170th E Avenue Tulsa, OK 74116-4913 Your Williams Scotsman Representative Brian Leonard Phone: (918)234-7400 Ext. 45211 Fax:918-234-7402 Toll Free: 800-782-1500 Contact: KATHY WEST 18500 COOPER ORBIT ROAD LITTLE ROCK, AR, 72210 Phone: (501) 228-0202 Fax: E-mail: kwest@2bclr.com Contract Number:631375 Revision: 1 Date: March 15, 2016 Ship To Address: 18500 Cooper Orbit Rd LITTLE ROCK, AR, 72210 Delivery Date(on or about): V1312016 Rental Pricing Per Month Quantity Price Extended 60x12 Mobile Office (56x12 Box) Unit Number: 1 $695 00 $695 00 Steps - OSHA Aluminum Rental 2 $40.00 $80.00 Minimum Lease Term: 3 Months Total Monthly Building Charges: $695.00 Other Monthly Charges: $80.00 Total Rental Charges Per Month: $775.00 Delivery & Installation HVAC Filters 2 $7.00 $14.00 Tiedowns into dirt 6 $47 68 $286.08 Block and Level 1 $267.14 $267.14 Delivery Freight 1 $839.54 $839 54 Teardown 1 $160.71 $160.71 Return Freight 1 $839.54 $839.54 Total Delivery & Installation Charges: $2.407.01 Final Return Charges' Due On Final Invoice*: $0.00 Total Charges Including (3) Month Rental, Delivery, Installation & Return"": $4,732.01 Comments Prepayment of last month rent due on initial invoice: $695.00 Summary of Charges Model: M06012 QUANTITY 1 Total Charges for (1) Building(s): $4,732.01 Additional Services: For your convenience, we also recommend the following items (not included in this Agreement) Recommended Items Billing Frequency Qty Price Extended Window/Door Security Bundle - 40+ Monthly 1 $50 00 $50.00 Basic Office Package Monthly 2 $50.00 $100.00 Basic Conference Package Monthly 1 $100.00 $100 00 Premium Office Package Monthly 1 $125.00 $125.00 Premium Conference Package Monthly 1 $200.00 $200.00 Prop Damage Waiver (11112) Monthly 1 $70 00 $70 00 General Liability - Alien Insurance Monthly 1 $22.00 $22.00 Williams Scotsman, Inc. Your Williams Scotsman Representative Contract Number:631375 1830 North 170th E. Avenue Brian Leonard Revision: 1 Tulsa, OK 74116-4913 Phone: (918)234-7400 Ext. 45211 Date: March 15, 2016 Fax: 918-234-7402 S C O T S M A N Toll Free: 800-782-1500 An ALGECO SCOTSMAN Company INSURANCE REQUIREMENTS ADDENDUM QTY PRODUCT EQUIPMENT VALUEIBUILDING DEDUCTIBLE PER UNIT 1 M06012 $31262.00 $3000.00 Lessee:LAKE NIXON Pursuant to Section 12 of the Williams Scotsman Lease Agreement and its Terms and Conditions ("Agreement"), a Lessee is obligated to provide insurance to Williams Scotsman, Inc. ("Lessor") with the following insurance coverage: 1. Commercial General Liability Insurance: policy of combined bodily injury and property damage insurance insuring Lessee and Lessor against any liability arising out of the use, maintenance, or possession of the Equipment. Such insurance shall be in an amount not less than $1,000,000 per occurrence, naming the Lessor as Additional Insured and Loss Payee. 2. Commercial Property Insurance: covering all losses or damage, in an'amount equal to 100% of the Equipment Value set forth in the Lease providing protection against perils included within the classification and special extended perils (all "risk" insurance), naming the Lessor as Additional Insured and Loss Payee. Commercial General Liability Insurance Lessee is providing Commercial General Liability Insurance in accordance with the requirements set forth Section 11 of the Lease and will provide a certificate of insurance in the manner and within the time frame set forth in the Agreement. If Lessee fails to deliver the required certificate of insurance, Lessee understands and agrees that the Lessor has the right to impose a missing insurance certificate fee. Commercial Property Insurance Lessee: is providing Commercial Property Insurance in accordance with the requirements set forth Section 12 of the Lease and will provide a certificate of insurance in the manner and within the time frame set forth in the Agreement If Lessee: fails to deliver the required certificate of insurance, Lessee: understands and agrees that the Lessor has the right to impose a missing insurance certificate fee. By signing below, the Lessee: agrees to the terms and conditions stated herein. All other Terms and Conditions of the Agreement shall remain the same and in full force and effect. Each party is hereby authorized to accept and rely upon a facsimile or electronic signature of the other party on this Addendum. Any such signature shall be treated as an original signature for all purposes. Otherwise, if elected on preceeding pages: Commercial General Liabilitv Insurance Lessee: elects to participate in the Commercial General Liability Insurance Program, whereby Lessee: will receive insurance coverage through American Southern Insurance Company ("Insurer") and administered by Allen Insurance Group ("Agent"). The Lessee: acknowledges and agrees that the policy issued by the Insurer is a third party liability policy that covers those amounts that Lessee is legally obligated to pay due to bodily insurance and property damage arising from the proper use and occupancy of Equipment leased from Williams Scotsman up to the policy limits. Coverage is subject to underwriting and specific terms and conditions set forth in the policy. An outline of cover is available upon request By signing below, Lessee: understands and agrees that the Lessor is not providing the insurance coverage and serves only as a billing agent for the Insurer and its Agent; and, accordingly, it assumes no liability therefore. Signature of Lessee: Print Name: Date: Damage Waiver Program Lessee: elects to participate in the Lessor's Damage Waiver Program. Lessee: understands and agrees that under this program, the Lessor waives, for a fee, Lessee:'s obligation to carry Commercial Property Insurance and Lessee:'s liability to Lessor for repair or replacement of the modular units leased from Williams Scotsman resulting from loss or damage as specified in Section 12 of the Lease. Lessee: remains liable to Williams Scotsman for the amount of the damage deductible per unit of equipment noted above. Please refer to the Agreement for specific details on coverage, exclusions and restrictions on coverage. The Property Damage Waiver is n t and shall not constitute a contract for insurance. Signature of Lessee: Print Name. Date: Williams Scotsman, Inc. 1830 North 170th E. Avenue Tulsa, OK 74116-4913 SCOTSMAN An ALGECO SCOTSMAN Company Floorplan 60' x 12' Mobile Office t i sra• F t, Your Williams Scotsman Representative Brian Leonard Phone:(918)234-7400 Ext.45211 Fax:918-234-7402 Toll Free: 800-782-1500 Dimensions • 60' Long (including hitch) • 56' Box size • 12' Wide • 8' Ceiling height Exterior Finish • Aluminum siding • I -Beam frame • Standard drip rail gutters Interior Finish • Paneled walls • Carpet or vinyl file floor • Gypsum orT-grid suspended ceiling Contract Number:631375 Revision: 1 Date: March 15, 2016 sco�. M F'�aacalSY.UlGrew Electric • Fluorescent ceiling lights • Breaker panel Heating/Cooling • Central HVAC or thru-wall AC Windows/Doors • Horizontal slider windows • (2) Vision panel door with standard lock or (2) steel door with dead bolt lock Other • Private office(s) • Optional restroom • Photos are mpnesentadonal; actual products vary. Additional poor plans and specifications may wry from those sham and are subject to in -stock avoilobAty Williams Scotsman, Inc. Your Williams Scotsman Representative • 1830 North 170th E. 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Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some but not all sharing. Federal law also requires us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand what we do. The types of personal information we collect and share depend on the product or service you have with us. This information .can include: Social Security number and credit history • transaction history and mortgage rates and payments • purchase history and wire transfer instructions When you are no longer our customer, we continue to share your information as described in this notice, All financial companies need to share customers' personal information to run their everyday business. In the section below, we list the reasons financial companies can share their customers' personal information; the reasons Lenders Title Company chooses to share; and whether you can limit this sharing. • t :. 'fir; ... � ' s� :.�-• .- �.�� � ,J- - - ' Foroureveryday business purposes - such as to process your transactions, maintain your account(s), respond to court orders and legal Yes No investigations, or report to credit bureaus For our marketing purposes - to offer our products and services to you Yes No For joint marketing with other financial companies Yes No For our affiliates' everyday business purposes - information about your transactions and experiences Yes No For our affiliates' everyday business purposes- No No information about your creditworthiness For our affiliates to market to you For nonaffiliates to market to you No No No No Call 501225-$519 or go to www.lenderstitlegroup.com - - - - -- P e2 Who is providing this notice? How does Lenders Title Company protect my personal information? How does Lenders Title Company collect my personal information? Why can't I limit all sharing? Affiliates Nonaffiliates Lenders Title Company To protect your personal information from unauthorized access and use, we use security measures that comply with federal law. These measures include computer safeguards and secured files and buildings. We collect your personal information, for example, when you provide account information or give us your contact information • pay us by check or make a wire transfer show us your government -issued ID We also collect personal information from others, such as credit bureaus, affiliates, or other companies. 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State laws and individual companies may give you additional rights to limit sharing. Please consult your state laws regarding information sharing. OWNS S IP ZONC SEARCH Date: August 26, 2015 File Number: 15-006978A-180 Prepared For: Second Baptist Church Lenders Title Company has searched the records of the Circuit Clerk of Pulaski County, Arkansas to determine the apparent ownership of property within 200 feet of the perimeter of the following described property as of August 3, 2015 at 8:00 AM Tract I: Part of the N1/2 SE1A and NE 1/4 SW1A of Section 18, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as: Beginning at a point on the North line of said NE1/4 SWl/4, 328 feet East of the Northwest corner of said NEIA SWIA, said point being in the center of Lake Nixon Road; thence Easterly along the North line of the S 1 /2 of Section 18, 2809.0 feet to a point 500.0 feet East of the Northwest corner of the NE1/4 SEIA; thence South 34' 17' West 1388.7 feet to the center of sake Nixon Road; thence following along said road North 74' 36' West 212.4 feet; thence North 61' 50' West 540.2 feet; thence North 66' 24' West 226.2 feet; thence North 52' 31' West 179.1 feet; thence North 59' 29' West 118.4 feet; thence North 72' 40' West 234.1 feet; thence North 59' 46' West 167.1 feet; thence North 48° 58' West 508.4 feet; thence North 64' 58' West 156.9 feet to the point of beginning, containing 40 acres, more or less. Tract II: All that part of Sections 18 and 19 in Township 1 North, Range 13 West, Pulaski County, Arkansas, described as follows, to -wit: Beginning at the Northwest corner of the NE 1/4 of the SW 1/4 of Section 18; thence South along the West line of said NE 1/4 SW 1/4 1313.9 feet to the Southwest corner thereof, thence East 1324.9 feet to the Southeast corner of said NE 1/4 SW 1/4; thence South 1318.4 feet to the Southwest corner of the SW 1/4 of the SE 1/4, Section 18; thence East along the South line of said SE 1/4 to a point which is 2064.44 feet West oof the Northeast corner of Section 19; thence at an angle of South 60 degrees 30 minutes East 118.72 feet; thence at an angle of South 82 degrees 50 minutes East 301.9 feet; thence continuing along an angle South 64 degrees 24 minutes East 231.2 feet; thence South 52 degrees 09 minutes East 353.15 feet; thence South 17 degrees 54 minutes East 276.1 feet; thence South 51 degrees 33 minutes East 336 feet; thence South 39 degrees 21 minutes East 217.90 feet; thence South 57 degrees 07 minutes East 137.90 feet; thence South 47 degrees 01 minutes East 213.40 feet; thence South 64 degrees 27 minutes East 30.86 feet; thence South 71 degrees 54 minutes East 143.97 feet; thence East 90A5 feet to the center line of the upper Hot Springs Highway; thence North 37 degrees 05 minutes East 274.87 feet along the center line of said Highway to a point on the East line of the NE 1/4 of Section 19; thence North along said East line of NE 1/4 of Section 19 and the East line of the SE 1/4 of Section 18 to the Northeast corner of the SE 1/4 of the SE 1/4 of said Section 18; thence West along the North line of the said SE 1/4 of SE 1/4 330 feet; thence North and parallel with the East line of the NE 1/4 of the SE 1/4 of Section 18 to a point on the North line of said SE 1/4 which is 330 feet West of the Northeast corner of said SE 1/4; thence West along said North line to a point that is 500 feet East of the Northwest corner of the NE 1/4 SE 114 Section 18; thence South 34 degrees 17 minutes West 1,388.7 feet to a point in the center of Lake Nixon Road; thence following along center line of said road North 74 degrees 36 minutes West 212.4 feet; LTC - Ownership Zone SearchAf 1 of 9 thence North 61 degrees 50 minutes West 540.2 feet; thence North 66 degrees 24 minutes West 226.2 feet; thence North 52 degrees 31 minutes West 179.1 feet; thence North 59 degrees 29 minutes West 118.4 feet; thence North 72 degrees 40 minutes West 234.1 feet; thence North 59 degrees 46 minutes West 167.1 feet; thence North 48 degrees 58 minutes West 508.4 feet; thence North 64 degreees 58 minutes West 156.9 feet to a point on the North line of the NE 1/4 of the SW 1/4 328 feet Eeast of the Northwest corner thereof, thence West to the point of beginning. LESS AND EXCEPT the following five tracts described as follows, to -wit: Tract 1 Part of the SE 1/4 of the SE 1/4 of Section 18, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows, to -wit: Beginning at a point 330 feet West of the Northeast corner of said SE 1/4 SE 1/4 Section 18; thence West 409 feet to an iron pin; thence South 30 degrees West 182.6 feet to an iron pin in center of paved road; thence South 76 1/2 degrees East 222 feet to center of County Road; thence North 51 degrees East along center line of said Road a distance of 352.8 feet more or less to North line of SE 1/4 SE 1/4 Section 18, and the point of beginning of this exception and containing in said exception 1.43 acres, more or less. Tract 2 Part of the SE 1/4 of the SE 1/4 of Section 18, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows, to -wit: Commencing at a point on the North line of the SE 1/4 of the SE 1/4 330 feet West of the Northeast corner thereof; thence South 51 degrees 0 minutes West a distance of 509.9 feet to the point or place of beginning of the tract of land herein excepted; thence South 51 degrees 0 minutes West 132.9 feet; thence South 45 degrees 10 minutes West 66.1 feet; thence South 31 degrees 15 minutes West 42.3 feet; thence South 11 degrees 13 minutes West 51.8 feet; thence South 1 degree 55 minutes East 49 feet; thence South 70 degrees 54 minutes East 383.7 feet; thence North 17 degrees 46 minutes East 339 feet; thence North 76 degrees 24 minutes West 293.4 feet to the point of place of beginning. Tract 3 Part of the SE 1/4 of the SE 1/4 of Section 18, and the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows, to -wit: Beginning at the Southeast corner of Section 18; thence South along the East line of Section 19, 41 feet; thence West 248.3 feet, more or less, to a point which is 5 feet East of the Lake Nixon Road right of way; thence North 17 degrees 0 minutes West parallel to said right of way 161.4 feet to a point which is 5 feet East of the Lake Nixon Road right of way; thence East 295.25 feet to a point on the East line of Section 18; thence South 114 feet to the place of beginning. Tract 4 Part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, described as follows, to -wit: Beginning 311.3 feet South of the Northeast corner of said Quarter Quarter Section on the East line thereof; thence West 144.8 feet to the East Right of Way line of the Lake Nixon Road; thence Southwesterly along the East line of said Road Right of Way 273 feet; thence East 223.5 feet to the East line of the NE 1/4 of the NE 1/4; thence North 256 feet to the place of beginning. Tract 5 Part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, described as follows, to -wit: Beginning at a point 803.8 feet South of the Northeast corner of said NE 1/4 NE 1/4; thence South 150.0 feet to the north edge of the Lake Nixon Road; thence Northwesterly along said road 130.0 feet; thence North 52 degrees 26 minutes East 141.5 feet to the point of beginning. Tract III: Part of the SE 1/4 of the SE 1/4 of Section 18, TIN, ROW, Pulaski County, Arkansas, more particularly described as follows: Commencing at a point 330 feet West of the NE corner of the SE 1/4 of the SE 1/4 of said Section 18, thence West 279.05 feet to the point of beginning; thence continue West 129.95 feet (Meas. 130.39), thence South 30' 00' West 182.6 feet (Meas. 189.06) to the center of a paved road, thence South 76' 30' East 150.08 feet (Meas. 143.23), thence North 21' 2 F East 206 feet (Meas. 206.3) to the point of beginning containing 0.587 acres, more or less. Tract IV: Part of the SE 1/4 of the SE 1/4 of Section 18 and part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Beginning at the SE Corner of Section 18; thence South along the East line of Section 19 a distance of 41 feet; thence West a distance of 201.05 feet to the SW Corner of a tract of land conveyed in a deed recorded March 24, 1966, in deed book 967 at page 503, which point is the Point of Beginning of land herein conveyed; thence West a distance of 47.25 feet, more or less, to a point which is 5 feet East of Lake Nixon Road right-of-way; thence North 17 degrees 00 minutes West parallel with said right-of-way a distance of 161.4 feet to a point which is 5 feet East of the Lake Nixon Road right-of-way and 47.25 feet, more or less, West of the NW Corner of said tract of land heretofore conveyed; thence East a distance of 47.25 feet to the NW Corner of said tract; thence South 17 degrees 00 minutes East 161.4 feet along the West line of said tract to the SW Corner thereof, being the point of begnning of the land herein conveyed. AND Part of the SE 1/4 of the SE 1/4 of Section 18 and part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, and more particularly described as follows: Begin at the SE Corner of said Section 18, run thence South along the East line of said Section 19 for a distance of 41 feet; thence West 201.05 feet; thence North 17 degrees 00 minutes West a distance of 161.4 feet; thence East a distance of 248 feet to a point on the East line of said Section 18; thence South a distance of 114 feet to the Point of Beginning. Following is a list of apparent owners of property within 200 feet of the perimeter of the above described property as reflected by the records of the Circuit Clerk of Pulaski County, Arkansas: East 1/2 of the NE 1/4, the SW 1/4 of the NE 1/4, and the East 330 feet of the NE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Rocket Properties, LLC 1701 Centerview Drive, Suite 115 Little Rock, Arkansas 72211 The SE 1/4 of the NW 1/4, Section 18, Township 1 North, Range 13 West, except part lying South and West of County Road Edwin Lee Ross (Benificary Deed interest in Jonathan D. Ross and Jennifer L. Charlebois and Robyn M. Schweizerhof) 12811 Saint Charles Blvd. Little Rock, Arkansas 72211 Part of the SW 1/4 of the NW 1/4 and part of the SE 1/4 of the NW 1/4, Section 18, Township 1 North, Range 13 West Jan Woods 17324 Cooper Orbit Road Little Rock, Arkansas 72210-2200 Part of the SW 1/4 of the NW 1/4 and part of the SE 1/4 of the NW 1/4, Section 18, Township 1 North, Range 13 West Janice Ann Corder Woods 17310 Cooper Orbit Road Little Rock, Arkansas 72210 The NW 1/4 of the SW 1/4 and the SW 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Real Properties, Inc. P. O. Box 3507 Little Rock, Arkansas 72203-3507 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Gerard A. Frankowski, Jr. and Kristin M. Frankkowski, husband and wife 15515 Joiner Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Brenda L. Griffinn, as Trustee of The Brenda L. Griffin Revocable Trust dated July 12, 2006 15418 Joiner Road Little Rock, Arkansas 72210-2203 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Mark Fink and Cheri Fink, husband and wife 15310 Joiner Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West John Vincent and Jessica Vincent, husband and wife 15310 Joiner Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Andrew Norman and Keely Norman, husband and wife 401 Pinnacle Drive Bryant, Arkansas 72022 Part of the NE 1/4 of the NW 1/4, and part of the NE 1/4, Section 19, Township 1 North, Range 13 West Dennis A. Baeyens and Marilynn M. Baeyens, Trustees of the Baeyens Family Revocable Living Trust, created the 18th day of November, 1999 14624 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4, Section 19, Township 1 North, Range 13 West Roy R. Jolley and Carolyn S. Jolley, husband and wife 14300 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4, Section 19, Township 1 North, Range 13 West T J G Properties, LLC P. O. Box 242825 Little Rock, Arkansas 72223 Part of the East 1/2 of the NE 1/4, Section 19, Township 1 North, Range 13 West Emma Sue Thompson 14124 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4, Section 19, Township 1 North, Range 13 West Larry Ray Minton and Bernadeen Minton, his wife 14123 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West Mae Glendora Shirley P. O. Box 610 Greenbrier, Arkansas 72058 Part of the SE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West Howard Grantland Stephens and Sue Ann Stephens, Trustees of the Howard Grantland Stephens and Sue Ann Stephens Joint Revocable Trust Declaration date the 28th day of July, 1997 14075 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West William L. McNair and Sammie E. McNair 14031 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the East 1/2 of the NE 1/4, Section 19, Township 1 North, Range 13 West and part of the SW 1/4 of the NW 1/4 and part of the NW 1/4 of the SW 1/4, Section 20, Township 1 North, Range 13 West Meadow Creek Farm, Inc. 14025 Meadow Creek Farm Road Little Rock, Arkansas 72210 Part of the SW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Nancy E. Roman 14029 Meadow Creek Farm Road Little Rock, Arkansas 72210 Part of the NW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Jean E. Spence 13801 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West The City of Little Rock, Arkansas, for the use and benefit of the Little Rock Municipal Water Works c/o Central Arkasnas Water P. O. Box 1789 Little Rock, Arkansas 72203-1789 Part of the NW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Melissa McCowen 4205 Lee Avenue Little Rock, Arkansas 72205 Part of the NE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West Trudy A. Campbell, Trustee of the Trudy A. Campbell Living Trust, dated January 25, 2002 (Undivided 1/2 interest) Diane E. Davis, Trustee of the Diane E. Davis Living Trust, dated January 25, 2002 (Undivided 1/2 interest) 19121 Cooper Orbit Road Little Rock, Arkansas 72210 Part of the NW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Bertha Ola Rucker 13810 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the SW 1/4 of the SW 1/4, Section 17, Township 1 North, Range 13 West Steven Dellinger c/o Lou Dellinger 920 Parkway Place Drive Little Rock, Arkansas 72211 Part of the SE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Toby L. Weldon 14110 Cooper Orbit Cove Little Rock, Arkansas 72210 Part of the SE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Donnie Walton 16014 Burlingame Road Little Rock, Arkansas 72223 Part of the SE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Euell Paul, Jr. and Oneta Irene Paul, his wife 18601 Cooper Orbit Road Little Rock, Arkansas 72210-1809 Part of the NW 1/4 of the SW 1/4, Section 17, Township 1 North, Range 13 West Lou S. Dellinger, Trustee of the Lou Dellinger Living Trust dated, November 30, 1998 920 Parkway Place Drive Little Rock, Arkansas 72211 This Ownership/Zone Search is intended for the exclusive use of the addressee for informational purposes only. Lenders Title Company is not expressing or attempting to express an opinion as to the validity of the title to the above described property or property noted as being within 200 feet thereof (collectively referred to as "the property"), the accuracy of the addresses, nor as to the validity of any interests or encumbrances, both recorded and unrecorded, that pertain to the property. While Lenders Title Company believes that the information stated above is accurate, no assurances are made nor is any liability assumed by Lenders Title Company for any incorrect information stated herein or omitted herefrom. For assurances as to the title to the property, addressee should obtain a title insurance commitment/policy. Sincerely, Lenders Title Company Arkansas License No. 100111646 By: Charles E. Holman Title Agent License Number: 9895379 Issued at: LENDERS TITLE COMPANY One Allied Drive, Suite 1710 Little Rock, Arkansas 72202 Issuing Agent License No.100111646 Arkansas Insurance Department Contact Information: Arkansas Insurance Department Consumer Services Division 1200 West Third Street Little Rock, AR 72201-1904 (800) 852-5494 (501) 371-2640 OWNERSHIP/ZONE SEARCH Date: February 15, 2017 File Number: 15-006978A-180 Prepared For: Second Baptist Church Lenders Title Company has searched the records of the Circuit Clerk of Pulaski County, Arkansas to determine the apparent ownership of property within 200 feet of the perimeter of the following described property as of February 1, 2017 at 8:00 AM Tract I: Part of the N1/2 SE1/4 and NE 1/4 SW 1/4 of Section 18, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as: Beginning at a point on the North line of said NE1/4 SW1/4, 328 feet East of the Northwest corner of said NE1/4 SW 1/4, said point being in the center of Lake Nixon Road; thence Easterly along the North line of the S 1/2 of Section 18, 2809.0 feet to a point 500.0 feet East of the Northwest corner of the NEIA SE1/4; thence South 34' 17' West 1388.7 feet to the center of Lake Nixon Road; thence following along said road North 74° 36' West 212.4 feet; thence North 61' 50' West 540.2 feet; thence North 66' 24' West 226.2 feet; thence North 52' 31' West 179.1 feet; thence North 59' 29' West 118.4 feet; thence North 72' 40' West 234.1 feet; thence North 59' 46' West 167.1 feet; thence North 48' 58' West 508.4 feet; thence North 64' 58' West 156.9 feet to the point of beginning, containing 40 acres, more or less. Tract II: All that part of Sections 18 and 19 in Township 1 North, Range 13 West, Pulaski County, Arkansas, described as follows, to -wit: Beginning at the Northwest corner of the NE 1/4 of the SW 1/4 of Section 18; thence South along the West line of said NE 1/4 SW 1/4 1313.9 feet to the Southwest corner thereof, thence East 1324.9 feet to the Southeast corner of said NE 1/4 SW 1/4; thence South 1318.4 feet to the Southwest corner of the SW 1/4 of the SE 1/4, Section 18; thence East along the South line of said SE 1/4 to a point which is 2064.44 feet West oof the Northeast corner of Section 19; thence at an angle of South 60 degrees 30 minutes East 118.72 feet; thence at an angle of South 82 degrees 50 minutes East 301.9 feet; thence continuing along an angle South 64 degrees 24 minutes East 231.2 feet; thence South 52 degrees 09 minutes East 353.15 feet; thence South 17 degrees 54 minutes East 276.1 feet; thence South 51 degrees 33 minutes East 336 feet; thence South 39 degrees 21 minutes East 217.90 feet; thence South 57 degrees 07 minutes East 137.90 feet; thence South 47 degrees 01 minutes East 213.40 feet; thence South 64 degrees 27 minutes East 30.86 feet; thence South 71 degrees 54 minutes East 143.97 feet; thence East 90.45 feet to the center line of the upper Hot Springs Highway; thence North 37 degrees 05 minutes East 274.87 feet along the center line of said Highway to a point on the East line of the NE 1/4 of Section 19; thence North along said East line of NE 1/4 of Section 19 and the East line of the SE 1/4 of Section 18 to the Northeast corner of the SE 1/4 of the SE 1/4 of said Section 18; thence West along the North line of the said SE 1/4 of SE 1/4 330 feet; thence North and parallel with the East line of the NE 1/4 of the SE 1/4 of Section 18 to a point on the North line of said SE 1/4 which is 330 feet West of the Northeast corner of said SE 1/4; thence West along said North line to a point that is 500 feet East of the Northwest corner of the NE 1/4 SE 1/4 Section 18; thence South 34 degrees 17 minutes West 1,388.7 feet to a point in the center of Lake Nixon Road; thence following along center line of said road North 74 degrees 36 minutes West 212.4 LTC - Ownership Zone Search,rif 1 of 9 feet; thence North 61 degrees 50 minutes West 540.2 feet; thence North 66 degrees 24 minutes West 226.2 feet; thence North 52 degrees 31 minutes West 179.1 feet; thence North 59 degrees 29 minutes West 118.4 feet; thence North 72 degrees 40 minutes West 234.1 feet; thence North 59 degrees 46 minutes West 16 7. 1 feet; thence North 48 degrees 58 minutes West 508.4 feet; thence North 64 degreees 58 minutes West 156.9 feet to a point on the North line of the NE 1/4 of the SW 1/4 328 feet Eeast of the Northwest corner thereof, thence West to the point of beginning. LESS AND EXCEPT the following five tracts described as follows, to -wit: Tract 1 Part of the SE 1/4 of the SE 1/4 of Section 18, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows, to -wit: Beginning at a point 330 feet West of the Northeast corner of said SE 1/4 SE 1/4 Section 18; thence West 409 feet to an iron pin; thence South 30 degrees West 182.6 feet to an iron pin in center of paved road; thence South 76 1/2 degrees East 222 feet to center of County Road; thence North 51 degrees East along center line of said Road a distance of 352.8 feet more or less to North line of SE 1/4 SE 1/4 Section 18, and the point of beginning of this exception and containing in said exception 1.43 acres, more or less. Tract 2 Part of the SE 1/4 of the SE 1/4 of Section 18, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows, to -wit: Commencing at a point on the North line of the SE 1/4 of the SE 1/4 330 feet West of the Northeast corner thereof; thence South 51 degrees 0 minutes West a distance of 509.9 feet to the point or place of beginning of the tract of land herein excepted; thence South 51 degrees 0 minutes West 132.9 feet; thence South 45 degrees 10 minutes West 66.1 feet; thence South 31 degrees 15 minutes West 42.3 feet; thence South 11 degrees 13 minutes West 51.8 feet; thence South 1 degree 55 minutes East 49 feet; thence South 70 degrees 54 minutes East 383.7 feet; thence North 17 degrees 46 minutes East 339 feet; thence North 76 degrees 24 minutes West 293A feet to the point of place of beginning. Tract 3 Part of the SE 1/4 of the SE 1/4 of Section 18, and the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows, to -wit: Beginning at the Southeast corner of Section 18; thence South along the East line of Section 19, 41 feet; thence West 248.3 feet, more or less, to a point which is 5 feet East of the Lake Nixon Road right of way; thence North 17 degrees 0 minutes West parallel to said right of way 161.4 feet to a point which is 5 feet East of the Lake Nixon Road right of way; thence East 295.25 feet to a point on the East line of Section 18; thence South 114 feet to the place of beginning. Tract 4 Part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, described as follows, to -wit: Beginning 311.3 feet South of the Northeast corner of said Quarter Quarter Section on the East line thereof; thence West 144.8 feet to the East Right of Way line of the Lake Nixon Road; thence Southwesterly along the East line of said Road Right of Way 273 feet; thence East 223.5 feet to the East line of the NE 1/4 of the NE 1/4; thence North 256 feet to the place of beginning. Tract 5 Part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, described as follows, to -wit: Beginning at a point 803.8 feet South of the Northeast corner of said NE 1/4 NE 1/4; thence South 15 0. 0 feet to the north edge of the Lake Nixon Road; thence Northwesterly along said road 130.0 feet; thence North 52 degrees 26 minutes East 141.5 feet to the point of beginning. Tract III: Part of the SE 1/4 of the SE 1/4 of Section 18, TIN, ROW, Pulaski County, Arkansas, more particularly described as follows: Commencing at a point 330 feet West of the NE corner of the SE 1/4 of the SE 1/4 of said Section 18, thence West 279.05 feet to the point of beginning; thence continue West 129.95 feet (Meas. 130.39), thence South 30' 00' West 182.6 feet (Meas. 189.06) to the center of a paved road, thence South 76' 30' East 150.08 feet (Meas. 143.23), thence North 21' 21' East 206 feet (Meas. 206.3) to the point of beginning containing 0.587 acres, more or less. Tract IV: Part of the SE 1/4 of the SE 1/4 of Section 18 and part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Beginning at the SE Corner of Section 18; thence South along the East line of Section 19 a distance of 41 feet; thence West a distance of 201.05 feet to the SW Corner of a tract of land conveyed in a deed recorded March 24, 1966, in deed book 967 at page 503, which point is the Point of Beginning of land herein conveyed; thence West a distance of 47.25 feet, more or less, to a point which is 5 feet East of Lake Nixon Road right-of-way; thence North 17 degrees 00 minutes West parallel with said right-of-way a distance of 161.4 feet to a point which is 5 feet East of the Lake Nixon Road right-of-way and 47.25 feet, more or less, West of the NW Corner of said tract of land heretofore conveyed; thence East a distance of 47.25 feet to the NW Corner of said tract; thence South 17 degrees 00 minutes East 161.4 feet along the West line of said tract to the SW Corner thereof, being the point of begnning of the land herein conveyed. AND Part of the SE 1/4 of the SE 1/4 of Section 18 and part of the NE 1/4 of the NE 1/4 of Section 19, Township 1 North, Range 13 West, Pulaski County, Arkansas, and more particularly described as follows: Begin at the SE Corner of said Section 18, run thence South along the East line of said Section 19 for a distance of 41 feet; thence West 201.05 feet; thence North 17 degrees 00 minutes West a distance of 161.4 feet; thence East a distance of 248 feet to a point on the East line of said Section 18; thence South a distance of 114 feet to the Point of Beginning. Following is a list of apparent owners of property within 200 feet of the perimeter of the above described property as reflected by the records of the Circuit Clerk of Pulaski County, Arkansas: East 1/2 of the NE 1/4, the SW 1/4 of the NE 1/4, and the East 330 feet of the NE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Rocket Properties, LLC c/o The Winrock Group P. O. Box 3157 Little Rock, Arkansas 72201 The SE 1/4 of the NW 1/4, Section 18, Township 1 North, Range 13 West, except part lying South and West of County Road Edwin Lee Ross (Benificary Deed interest in Jonathan D. Ross and Jennifer L. Charlebois and Robyn M. Schweizerhof) 12811 Saint Charles Blvd. Little Rock, Arkansas 72211 Part of the SW 1/4 of the NW 1/4 and part of the SE 1/4 of the NW 1/4, Section 18, Township 1 North, Range 13 West Jan Woods 17324 Cooper Orbit Road Little Rock, Arkansas 72210-2200 Part of the SW 1/4 of the NW 1/4 and part of the SE 1/4 of the NW 1/4, Section 18, Township 1 North, Range 13 West Janice Ann Corder Woods 17310 Cooper Orbit Road Little Rock, Arkansas 72210 The NW 1/4 of the SW 1/4 and the SW 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Real Properties, Inc. P. O. Box 3507 Little Rock, Arkansas 72203-3507 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Gerard A. Frankowski, Jr. and Kristin M. Frankowski, husband and wife 15515 Joiner Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Brenda L. Griffin, as Trustee of The Brenda L. Griffin Revocable Trust dated July 12, 2006 15418 Joiner Road Little Rock, Arkansas 72210-2203 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West John Vincent and Jessica Vincent, husband and wife 15310 Joiner Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the SW 1/4, Section 18, Township 1 North, Range 13 West Andrew Norman and Keely Norman, husband and wife 5006 Kensington Drive Benton, Arkansas 72019 Part of the NE 1/4 of the NW 1/4, and part of the NE 1/4, Section 19, Township 1 North, Range 13 West Dennis A. Baeyens and Marilynn M. Baeyens, Trustees of the Baeyens Family Revocable Living Trust, created the 18th day of November, 1999 14624 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4, Section 19, Township 1 North, Range 13 West Roy R. Jolley and Carolyn S. Jolley, husband and wife 14300 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4, Section 19, Township 1 North, Range 13 West T J G Properties, LLC P. O. Box 242825 Little Rock, Arkansas 72223 Part of the East 1/2 of the NE 1/4, Section 19, Township 1 North, Range 13 West Emma Sue Thompson 14124 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4, Section 19, Township 1 North, Range 13 West Larry Ray Minton and Bernadeen Minton, his wife 14123 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West Mae Glendora Shirley P. O. Box 610 Greenbrier, Arkansas 72058 Part of the SE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West Howard Grantland Stephens and Sue Ann Stephens, Trustees of the Howard Grantland Stephens and Sue Ann Stephens Joint Revocable Trust Declaration date the 28th day of July, 1997 14075 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the SE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West Connie Moser 1636 S. Whitehead Drive De Witt, Arkansas 72042 Part of the East 1/2 of the NE 1/4, Section 19, Township 1 North, Range 13 West and part of the SW 1/4 of the NW 1/4 and part of the NW 1/4 of the SW 1/4, Section 20, Township 1 North, Range 13 West Meadow Creek Farm, Inc. 14025 Meadow Creek Farm Road Little Rock, Arkansas 72210 Part of the SW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Nancy E. Roman 14029 Meadow Creek Farm Road Little Rock, Arkansas 72210 Part of the NW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Jean E. Spence 13801 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the NE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West The City of Little Rock, Arkansas, for the use and benefit of the Little Rock Municipal Water Works c/o Central Arkasnas Water P. O. Box 1789 Little Rock, Arkansas 72203-1789 Part of the NW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Melissa McCowen 4205 Lee Avenue Little Rock, Arkansas 72205 Part of the NE 1/4 of the NE 1/4, Section 19, Township 1 North, Range 13 West Trudy A. Campbell, Trustee of the Trudy A. Campbell Living Trust, dated January 25, 2002 (Undivided 1/2 interest) Diane E. Davis, Trustee of the Diane E. Davis Living Trust, dated January 25, 2002 (Undivided 1/2 interest) 19121 Cooper Orbit Road Little Rock, Arkansas 72210 Part of the NW 1/4 of the NW 1/4, Section 20, Township 1 North, Range 13 West Bertha Ola Rucker 13810 Colonel Glenn Road Little Rock, Arkansas 72210 Part of the SW 1/4 of the SW 1/4, Section 17, Township 1 North, Range 13 West Steven Dellinger c/o Lou Dellinger 920 Parkway Place Drive Little Rock, Arkansas 72211 Part of the SE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Toby L. Weldon 14110 Cooper Orbit Cove Little Rock, Arkansas 72210 Part of the SE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Donnie Walton 16014 Burlingame Road Little Rock, Arkansas_ 72223 Part of the SE 1/4 of the SE 1/4, Section 18, Township 1 North, Range 13 West Euell Paul, Jr. and Oneta Irene Paul, his wife 18601 Cooper Orbit Road Little Rock, Arkansas 72210-1809 Part of the NW 1/4 of the SW 1/4, Section 17, Township 1 North, Range 13 West Lou S. Dellinger, Trustee of the Lou Dellinger Living Trust dated, November 30, 1998 920 Parkway Place Drive Little Rock, Arkansas 72211 This Ownership/Zone Search is intended for the exclusive use of the addressee for informational purposes only. Lenders Title Company is not expressing or attempting to express an opinion as to the validity of the title to the above described property or property noted as being within 200 feet thereof (collectively referred to as "the property"), the accuracy of the addresses, nor as to the validity of any interests or encumbrances, both recorded and unrecorded, that pertain to the property. While Lenders Title Company believes that the information stated above is accurate, no assurances are made nor is any liability assumed by Lenders Title Company for any incorrect information stated herein or omitted herefrom. For assurances as to the title to the property, addressee should obtain a title insurance commitment/policy. Sincerely, Lenders Title Company Arkansas License No. 100111646 By: Charles E. Holman Title Agent License Number: 989537 Issued at: LENDERS TITLE COMPANY One allied Drive, Suite 1710 Little Nock, Arkansas 72202 Issuing Agent License No.100111646