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HomeMy WebLinkAboutS-1787-A ApplicationCity of Little Rock Planning and Development Filing Fees 1® . Date —L t �-- 1 7 20 JUN 2 90�$. a " Annexation Board of Adjustment Cond Use Permit/T UP Final Plat Planned Unit Dev Preliminai y Plat Special Use Permit Rezoning Site Plans Street Name Change Street Name Signs Number at Public Hearing Signs Number at ea Total Fwba. INSM ea EtCity of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6663 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND July 6, 2018 Chenal Downs POA Drew Kelso P.O. Box 242602 Little Rock, AR 72223 REQUEST: Quick's Lake Addition Replat Lots 6A-R and 613-R S-1787-A , a request to replat an existing 8,3-acre lot into two 2 lots. One containing 3.71-acres and the second containing 4.59-acres. Lot 68-R is proposed as a lot without public street GENERAL LOCATION OR ADDRESS: located on the west side of Stewart Road near 1220 — 1400 Blocks of Stewart Road OWNED BY/APPLICANT: George W. Barnes III Owner — Marlar Engineering A ent (501.753.1987) NOTICE IS HEREBY GIVEN THAT an application for a Replat of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on August 9, 2018 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Jamie Collins Director of Planning and Development Citv of Little Rock Department of Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Planning Zoning and Subdivision NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF LAND July 6, 2018 Citizens of West Little Rock Neighborhoods Andee Pitcock P.O. Box 241381 Little Rock, AR 72223 REQUEST: Quick's Lake Addition Replat Lots 6A-R and 6B-R, S-1787-A a request to replat an existing 8.3-acre lot into two 2 lots. One containing 3.71-acres and the second containing 4.59-acres. Lot 6B-R is proposed as a lot without public street GENERAL LOCATION OR ADDRESS: located on the west side of Stewart Road near 1220 — 1400 Blocks of Stewart Road OWNED BY/APPLICANT: George W. Barnes III Owner — Marlar Engineering Age 501.753.1987) NOTICE IS HEREBY GIVEN THAT an application for a Replat of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Little Rock Board of Directors Chambers, second floor, City Hall, 500 West Markham Street, on August 9, 2018 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. Jamie Collins Director of Planning and Development City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 August 13, 2018 Marlar Engineering Co. 5318 John F Kennedy Boulevard North Little Rock, AR 72116 Re: S-1787-A — Quick's Lake Addition Replat 6A-R and 6B-R, located near the 1220 — 1400 Blocks of Stewart 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 August 9, 2018: Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. Deferred to the Meeting. x Other: Withdrew your reguest. If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator James, Donna From: Jason Bouwknegt <jason@marlar-eng.com> Sent: Friday, July 6, 2018 12:53 PM To: James, Donna Cc: Bud Barnes (theebudman@att.net) Subject: FW: Quick Lake Replat PLEASE SEE MR. BARNES (OWNER) REQUEST BELOW TO HAVE THE REPLAT WITHDRAWN FROM PLANNING COMMISSION. JASON BOUWKNEGT CADD TECHNICIAN/ SURVEY COORDINATOR MARLAR ENGINEERING CO., INC 5318 JOHN F. KENNEDY BLVD. NORTH LITTLE ROCK, ARKANSAS P (501)753-1987 F (501)753-1993 jason@marlar-eng.com -----Original Message ----- From: Bud Barnes [mailto:theebudman@att.net] Sent: Friday, July 06, 2018 12:49 PM To: Jason Bouwknegt Subject: Quick Lake Replat Jason per our conversation please withdraw the replat for Quick's Lake Place 6A-R & 6B-R which was initially requested by Ms Hollye Corbell Very respectfully Bud Barnes [ George W Barnes ] Sent from my iPhone subd.doc 03/01/10 VARIANCE/WAIVER REQUEST FORM Date Filcd Plat Name E9LA, [ LOTS &A-R tr 66-R File No. .5 1 1Q Owner:_ GE02.6E +.s. r, Engineer: tft6& .4R ET+ieY1jEER x 1.1 r. Address: P.0. I&OU 24IS41 Address: 5318 SFIG 1.yVZ> LIZ} RQ DIUS IJLP, 1 AR 9211l0 Phone: Phone: SO 1- qS'3, 1"It 8"1 Variance(s) Requested- (1) F GET -xM2kaU9KF.WTS (2) L01 WMN+j0,LLTtALT L STZEIET F ZoWTiKB € (3) Justification: NO A td L F I M TOE AR A A 6 ie w-r Owner's c PLANNING COMMISSION ACTION: Approval ( ) Date Denial () Date Basis for Decision: Date &- 2.4- 2O1$ BOARD OF DIRECTORS ACTION: Approval ( ) Date Denial () Date Basis for Decision: subd.doc 03/01/10 INFORMATION SHEET FOR SUBDIVISION PUD's PD's, ZONING OR SUSDIVISI6N SITE PLAN REVIEWS ITEM NO. DATE FILE NO. 45r n�]�� 1- Q l NAME: L OT S A-R -R IC' S LAkr= PLAC LOCATION: AI EAQ u(zt-jF_ R of SrM'Som RoAkD # STEwM T R%--� DEVELOPER:- "O L L Y G C O R 3 F L. L_ STREET ADDRESS 12 REND L CXkLLE CITY/STATE/ZIP M A ir1 E A R K A S 11 TELEPHONE NO. Sol- l2 - & (, S C3 ENGINEER: ARLAR Co., I/JC_ STREET ADDRESS 5 318 504a1J F. KENNEDy IBLU Ck CITY/STATE/ZIP W 0 RT N L" L E Roc K,% Q rc D •J SA, S n z 11 to TELEPHONE NO. 5 01 - 1:53 - I W AREA 8.3 NUMBER OF LOTS Z FT. NEW STREET ZONING P%' 2 PLANNING DISTRICT PROPOSEDUSES RESIDE)JUAL CENSUS VARIANCES REQUESTED i.) H AL -IF STREET i MPRoUE+%EWTS 2.) LoT WZTHouT pu3L.IC. STREET �Ro,•�rp.6E 3.) 4.) MAR LAR E N G I N E E R I N<L,-- C O. , IN(--. Michael P. Marlar, P.E., Pls Sarah Waggoner E C Co►rsufflrr_r Cir,11 FjFgzineers & Lwid Surveyors Jason Bouwknegt 5318 John F. Kennedy Boulevard Jack Fleming, Hydrologist INCORPORATED North Little Rock, Arkansas 72116 JUNE 26, 2018 Donna James Planning Department 723 West Markham Little Rock, AR 72201 RE: REPLAT Lots 6A-R & 6B-R Quick's Lake Place Hollye Corbell Dear Ms. James, Please accept this letter to serve as our application for the above referenced submittal. We wish to be placed on the August 9, 2018 Planning Commission meeting. Enclosed please find a check for the review fee in the amount of $ 332.00. Sincerely, Mike Marlar, PE President MPM/jb Enclosures PHONE (501) 753-1987 FAX (501) 753-1993 WWW.MARLAR-ENG.COM u .- 4El COUNTRY_'OAKS DR THIS SITE to Area Zoning City of Little Rock Planning & Development Case: S-1787-A Location: 1220-1400 Block of stewart road Ward: N/A N PD: 21 CT:42.02 0 210 420 TRS: T1 N R14W 11 Feet O 00 QP/6 Q�O ID THIS SITE O RL EL311, Land Use Plan City of Little Rock Planning & Development Pr Ilk I t. .20 �0 Case: S-1 787-A Location: 1220-1400 Block of stewart road Ward: N/A N PD: 21 A CT 42.02 0 210 420 TRS: T1 N R14W 11 Feet FIPCNW COR. SV4. SA4. SEC. 2 r.s_Ar 0_1A—W FA i LOT 5 / GEORGEVL �eARNES a g• \ � LOT 1 'MES AD0 LAUM D nl I 7S• INGRESS u[9RESy / / \ \ / \ / NI I / NDRnLNce,xseD.,� LOT 3 n w r� wr�ue} LOT 2 \ / PI I / rwssNxneas�s �dee I DrRme ! CHARIES & "WE QLPCK \ / N CHARLES M. A: SMLLY / REWCAME LIVING TRUST / I DAVN GUICI( / ZI 1 BURR R pL� I / LOT 4 I / / _ (err R � �RtEVL �RAR1ES ■ 1 I / � 51LIPSON ROAD GRAVEL ROAD (PRIVATE) Sketch City of Little Rock Planning &Development Case No: S-1787-A Name: Quicks Lake Addition Location: 1220 - 1400 Block of Stewart Road Title: Replat of Lot 6 l'17'46'E 76.34' t 57EWART ROAD 20' ASPHALT ROA (PUSUC) subd.doc 03/01/10 L Do DEPARTMENT OF NEIGHBORHOODS AND PLANNING PRELIMINARY PLAT CHECKLIST (page one) PROPOSED NAME OF SUBDIVISION: R-EPLk-T (# G S,R , LAKE ?LACE TYPE OF SUBDIVISION: 9,ESIDENTUNL. DATE: (p- 2c0-1 Mmt a ¢ O U H F O U �¢ a 11 ❑ z ❑ Q ❑ 1 _ Letter requesting preliminary plat approval. ❑ ❑ ❑ 2. Seventeen (18) copies of the preliminary plat. 54� ❑ ❑ ❑ 3. Filing fee. ❑ ❑ ❑ ❑ 4. Notification completed. (Certified list of abutting property owners from abstract or title company; notice form with affidavit executed; & proof of mailing of notice to all abutting property owners furnished.) THE FOLLOWING ARE REQUIRED PURSUANT TO SEC. 31-63 OF THE CODE OF ORDINANCES: 5?" ❑ ❑ ❑ 5. Name/address of landowner with source of title. (Deed record book and page or instrument ^� 5? ❑ ❑ ❑ 6. number required). Name/address of subdivider. El ❑ 2--7. Linear feet of internal streets, ❑ ❑ ❑ S. Average size of lots/Minimum lot size. lwi' ❑ ❑ ❑ 9. Number of lots. ❑ ❑ ❑ Fki- 10. Applicable existing covenants, and the proposed covenants on the land. ❑ ❑ ❑ L-19" 11. Proposed open space. ❑ ❑ ❑ 12. Proposed source of water supply. (,qyJ L7 ❑ ❑ ❑ 13. Proposed means of wastewater disposal. SEAT= C LOr ❑ ❑ ❑ 14. Request for variances, waivers, or deferrals. (Completion of "Variance/Waiver Request Form" required.) THE FOLLOWING IS REQUIRED PURSUANT TO SEC. 31-88 OF THE CODE OF ORDINANCES: 0" ❑ ❑ ❑ 16. Vicinity map, to scale. (Minimum scale to be 1:2000 feet; minimum area to be 1/2 mile radius.) THE, FOLLOWING ARE REQUIRED PURSUANT TO SEC. 31-89 OF THE CODE OF ORDINANCES: Z ❑ ❑ ❑ 17. Preliminary plat drawing, to scale, with north point indicated. (Maximum size for drawings: 24" x 36". Boundary lines are to be indicated by a heavy line. Adjusted bearings and distances are to be shown, with ties to comers of record. Record bearings and distances are to be shown, where applicable. Curve data is to include: radius, arc distance, delta angle and chord bearing, and distances. Locations and physical descriptions of all monuments -- indicating size, material, and type construction -- shall be shown.) ❑ ❑ ❑ 18. The date of survey. ❑ ❑ ❑ 19. Lot lines shown and dimensioned; streets, sidewalks, and easements shown; (Names of streets and street widths must be shown.) ❑ ❑ ❑l 20. Front yard building setback lines shown on plat. ❑ ❑ ❑ 5e 21. Contours shown at required intervals (2' intervals for grades less than 10%; 5' intervals for grades above 10%). ❑ ❑ ❑ 22. Natural features shown (e.g.; drainage channels, bodies of water, wooded areas). ❑ ❑ ❑ �� 23. Cultural features shown. (e.g.; streets, bridges, culverts, utility/power lines, pipelines, easements, parks, structures, city and county lines, section lines). U U ❑ 0-- 24. Limits of floodway and/or Floodplain shown. ❑ ❑ U &2" 25. Storm drainage analysis. (Data to be provided for all watercourses entering and leaving the plat boundary.) ❑ ❑ ❑ Ele' 26. Preliminarystorm drainage plan. (Typical ditch section required to be shown.) ❑ ❑ ❑ �� 27. Names of recorded subdivisions abutting the plat area indicated. ❑ ❑ ❑ (Plat book and page or instrument number required to be shown.) ZResidendai 28, plats: show names of owners of all unplatted tracts abutting the plat area and names of owners of platted tracts in excess of 2/2 acres. ❑ Commercial plats: show names of owners of all abutting lands. ❑ All plats: show names of all owners of any landlocked parcels within or abutting the plat. subd.doc 03/01/10 DEPARTMENT OF NEIGHBORHOODS AND PLANNING PRELIMINARY PLAT CHECKLIST(page two) a �-e ❑ ❑ ❑ 29. Metes and bounds legal description of the tract boundary. (Provide acreage to nearest one -tenth of acre.) ❑ ❑ ❑ ER" 30. Zoning classification(s) within the plat boundary and of abutting areas shown. ❑ ❑ ❑ 31. Municipal boundaries which pass through or abut the plat area shown. ❑ ❑ ❑ lhi� 32. Phasing plan, if applicable, indicated. ❑ ❑ ❑ 0'- 33. Location of proposed PAGIS monuments shown. THE FOLLOWING MAY BE REQUII2ED PURSUANT TO SEC. 3 I-90 OF THE CODE OF ORDINANCES: ❑ ❑ ❑ Q' 34. Engineering analysis. (Required where: a street grade variance is being requested; a portion of the plat may be floodprone, but the area is not covered by the FEMA maps; or, suspected soil conditions may affect the structural or operational aspects of the facilities.) THE FOLLOWING IS REQUIRED PURSUANT TO SEC. 31-91 OF THE CODE OF ORDINANCES: Liz ❑ ❑ ❑ 35. Provision of: the "Certificate of Preliminary Surveying Accuracy"; the "Certificate of Preliminary Engineering Accuracy"; and the "Certificate of Preliminary Plat Approval". (The "Certificate of Preliminary Surveying Accuracy shall contain the wording that: "...the plat has been surveyed and duly filed for record in the offices of the state surveyor and the county circuit clerk and recorder within the last seven (7) years.") THE FOLLOWING IS VQUTRED PURSUANT TO SEC. 31-93 OF THE CODE OF ORDINANCES: El❑ ❑ [� 36. A draft Bill of Assurance. ALUEkVY 0K% ULL OF AS$QeJk"6 subd.doc 03/01/10 AFFIDAVIT I, 51E❑R W. %k%4ES certify by my signature below that Ihereby authorize Fle' ,L LY E r OR E L L to act as my agent regarding the RE PLAk of the below described property. Property described as: 1 07% (eA-� t {e - U1.04S LAltE QLAcX %E M K K PLA&IE of Title Holder Date Subscribed and sworn to me a Notary Public on this day of f Notary Public My Commission Expires: Pt0.lclAHotL6 PUtASIG COUNTY NOTARY PUMIC-ARK01M W Cammblon E,PkM1j Mflr " C-MWwa W.12 � subddoc 0310tho AFFIDAVIT (, �Elr3R W. �sAa1+i� certify by my signature below that i hereby authorized-+�Q N6Z jJ= JwJ �j' to act as my agent regarding the Rr PL A of the below described ro P IertY Property described as: E t..l E i.hTi F CDT yt A Si a re of Title alder Subscribed and sworn to me a Notary Public on this My Commission E tress 1�-191Wq Date day of Notary Public PEUCA HOLLLti PULAS19 COUNtY NOTARYPUBUD-AWANSAS My Commiss cn Expkft Nw=brr 126M@ Cammittfon No. in nsm F..Il..r:.S..�..1�Y� �amm�1 C®mm aanv ....................<... June 28, 2018 Mr. George W. Barnes, III P.O. Box 241541 Little Rock, AR 7223 c/o Marlar Engineering 5318 JFK Blvd # A North Little Rock, AR. RE: 1220 Stewart Road, Little Rock, AR Lot 6, Quick's Lake Place To whom it may concern: 415 N. McKinley Street, Suite 1200 Little Rock, AR 72205 Tel 501-221-0101 Fax 501-221-2392 Pursuant to your request, we have searched the records of the Circuit Clerk of Pulaski County, Arkansas, to June 14, 2018 at 7:00 A.M. as to the ownership of properties lying adjacent to the following described property: Lot 6, Quick's Lake Place, a Subdivision in Pulaski County, Arkansas, as shown on plat recorded as Plat No. 2018031923, records of Pulaski County, Arkansas Attached please find a list of current owners, their mailing addresses and partial legal descriptions. This certificate of current owners is not to be construed as a certificate of title, title insurance, a commitment to insure title or to express an opinion as to the validity of title. Addresses cannot be guaranteed to be accurate. Our liability is limited to the amount paid for this service. Yours truly, Q. Gale Rush Abstractor QGR/ggr Page - 2 Adjacent ownership — Lot 6, Quick's Lake Place Owners legal and deed info Tim & Leah Browner Lot 2, Western Edge Estates 18325 Leatha Lane 91-41896 Little Rock, AR 72223 Parkinson Building Group, Inc. Lot 5, Western Edge Estates P.O. Box 241448 2018037243 Little Rock, AR 72223 Michael A. & Akemi Bauer, Trustees Tract, Western Edge Estates 1209 Stewart Road Pt SW SE 2-1N-14W Little Rock, AR 72223 2016026860 Sidney M. & Betty Jo Stephens, Trustees Pt SW SE 2-IN-14W P.O. Box 241036 89-43511 & 89-43512 Little Rock, AR 72223 James A. & Laura C. Quick Lot 3, Quick's Lake Place 4700 Garrison Road 2018006913 Little Rock, AR 72223 Don & Gloria Shaw Pt SW SW 2-IN-14W 18010 Simpson Lane 2008054095 Little Rock, AR 72223 Richard K. & Peggy M. Pursell Pt NW SW 2-IN-14W 9 Country Oaks Driver 2006073387 Little Rock, AR 72223 John W. Spivey, III & Ruth Spivey Pt NE SW 2-IN-14W 3 Country Oaks Drive 84-74873 Little Rock, AR 72223 Scott A. & Debra L. Joblin Pt SE SW 2-IN-14W 1222 Stewart Road 2012036431 Little Rock, AR 72223 James, Donna From: Jim Cranor <jcranor@pulaskicounty.net> Sent: Monday, July 16, 2018 10:02 AM To: James, Donna Cc: Van McClendon Subject: County Comments on 5-1765-C, S-1787-A, and 5-1824 Donna, Pulaski County Comments for the 3 developments referenced above are as follows: S-1765-C -provide revised bill of assurance reflecting the new Plat Title, Lot numbers and legal descriptions shown on the plat. -Obtain driveway permits from AHTD for any driveway access off Hwy 300. -Provide Septic approval for any undeveloped lots. -Show State Plane Coordinates for two section corners as well as two property corners. S-1787-A -Provide revised Bill of Assurance specific to Lots 6A-R and 6B-R. -Remove all lot lines, bearings and dimensions not associated with the two lots being platted. -AHD wastewater approval will be required before 911 address are issued for either lot. -Change legal description to state "an addition to Pulaski County" not the City of Little Rock. S-1824 - Southernmost mobile home is being placed over a property line and into an un-built easement/right of way used to access parcel 25R006005400 to the west. -dedicate right of way to comply with the City's Master Street Plan. Provide executed Quit - Claim deed with "Pulaski County" as the recipient prior to requesting a 911 address. -obtain driveway permits from Pulaski County Public Works for any new driveways off Higgins Switch Road. -Comply with city required setbacks for single family residential. Thanks, Jim NAME PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 16 July 2018 TYPE ISSUE COMMENTS SIMSON ADDITION S-1825 NO OBJECTIONS; All Central Arkansas PRELIMINARY PLAT Water requirements in effect at the time of request for water service must be met. BRANSON TOWNHOMES Z-9344 All Central Arkansas Water requirements in SHORT -FORM PD-R effect at the time of request for water service must be met. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. THE VILLAGE AT GATEWAY S-1766-G NO OBJECTIONS; All Central Arkansas REVISED PRELIMINARY PLAT Water requirements in effect at the time of request for water service must be met. 1 NAME NEW HAMPTON ASTORIA RESIDENTIAL APARTMENT LONG -FORM PD-R QUICKS LAKE ADDITION REPLAT 6A-R AND 6B-R TYPEISSUE Z-4807-Q COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will appfy to this project in addition to normal charges. S-1787-A NO OBJECTIONS; 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 Lot 613-R. 1873 SOUTH SCOTT STREET Z-9343 SHORT -FORM PD-R NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. `� NAME TYPE ISSUE COMMENTS 1500 SOUTH BOWMAN SHORT- Z-9022-A 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. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Contact Central Arkansas Water if additional fire protection or metered water service is required. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). Contact Central Arkansas Water if larger and/or additional water meter(s) are required. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve 3 NAME TYPEISSUE COMMENTS assembly. If additives are used. a reduced pressure zone back flow preventer shall be required. HOUFF PLUMBING SHORT- Z-9342 Central Arkansas Water cannot approve the FORM PCD current preliminary plat due to policy conflicts with the existing fire service. Contact Central Arkansas Water to obtain information regarding these conflicts. 4 NAME TYPEISSUE THE PLAZA REVISED LONG- Z-9061-A FORM PID COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. 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. R NAME TYPEISSUE COPPER RUN SUBDIVISION Z-9261-A REVISED LONG -FORM PD-R COMMENTS All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. This development will have minor impact on the existing water distribution system. Proposed water facilities will be sized to provide adequate pressure and fire protection. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. NAME TYPE ISSUE COMMENTS RIVERDALE RH-56 REVISED Z-4987-G SHORT -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. 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. 7 NAME HERITAGE PLACE REVISED PRELIMINARY PLAT HOUNDS HIDE -AWAY SHORT - FORM PCD 8910 HIGGINS SWITCH SUBDIVISION SITE PLAN REVIEW TYPE ISSUE COMMENTS S-1765-C All Central Arkansas Water requirements in effect at the time of request for water service must be met. A water main extension will be needed to provide water service to this property. Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Additional fire hydrant(s) will be required. Contact the Little Rock Fire Department to obtain information regarding the required placement of the hydrant(s) and contact Central Arkansas Water regarding procedures for installation of the hydrant(s). A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. Z-4223-A NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. S-1824 NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of request for water service must be met. t3 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 8-9-18 Z File Number 5-1765-C Heritage Place Rev Pre Plat 7500 Blk Hwy 300 at Pinnacle Road 1 Hwy 300 is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Hwy 300 including 5-foot sidewalks with planned development. Improvements to Arkansas State facilities by private developers is not permitted by ARDOT. An in - lieu fee cannot be accepted outside of the City limits. 3 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 4 If gates are proposed at driveways, the call box should located at least 20 ft from the new right-of-way line. 5 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 6 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. Z File Number S-1766-G The Village at Gateway Rev Pre Plat W of Vimy Ridge Rd & Big Rock Ave. 1 With site development, provide design of street conforming to the Master Street Plan. Construct street improvement to these streets including 5-foot sidewalks with planned development. Provide proposed street widths, sidewalk, traffic calming, and medians. 2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 3 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 4 Plans of all work in right-of-way shall be submitted for approval prior to start of work. Obtain barricade permit prior to doing any work in the right-of-way from Traffic Engineering at (501) 379- 1805 (Travis Herbner). 5 Temporary turnarounds should be constructed at each dead end street. 6 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to grade the lots with construction of the street and drainage infrastructure? Is a variance being requested to advanced future phases with construction of phase 1? 7 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Monday, July 16, 2018 Page 1 of 9 8 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Manrtenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or local property owners' association and detailed in the bill of assurance. 9 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 10 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 11 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 12 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 13 Traffic calming devices are required for long straight streets to discourage speeding. Traffic circles or round-abouts are suggested at regular intervals and at main intersections. Show devices and locations. Contact Travis Herbner, Traffic Engr. At 379-1805 for additional info. 14 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 15 No residential waste collection service will be provided on private streets or alleys unless the property owners association provides a waiver of damage claims for operations on private property. Turnarounds must be provided at ends of alleys if waste collection is planned along alleys. Collection in alleys may require all dumpsters to be placed on the one side of the alley with no parking allowed on that side. 16 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 17 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Village Run Parkway describes a larger thoroughfare typically with a median. Big Rock Loop is OK but it should intersect with Big Rock Ave. for its use. Rock Cove is a conflict with another street. 18 A left turn lane should be constructed for WB Alexander Road the turn lane should provide ? Ft of stack and ? Of taper. 19 Traffic calming maybe required in the future on previously constructed streets within the subdivision. 20 No more than 3 lanes should be constructed on Village Run Parkway between Slate Rock Drive and Quartz Rock Drive. 21 Due to the expected traffic volumes on Village Run Parkway, on -street vehicle parking will not be allowed. 22 The connection should be made with Alexander Road with development of the I st phase of the subject preliminary plat. Z File Number 5-1824 8910 Higgins Switch Subdivision Site Plan Review 8910 Higgins Switch Road Page 2 of 9 Monday, July 16, 2018 I Higgins Switch Road is classified on the Master Street Plan as a residential street. A dedication of right-of-way 30 feet from centerline will be required. 2 The proposed structure should not encroach into and block the easement. Z File Number 5-1825 Simpson Add Pre Plat East of Midland & Dover St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner's association. 3 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 4 The proposed street must be constructed to City of Little Rock residential street standards. 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Unobstructed drainage easements and/or tract land maybe required for drainage infrastructure and detention facility. 6 The new street configuration should provide a 50 to 75 ft straight section of new street at the existing street intersection prior to curving towards the south. Why is the new street not directly accessing Simpson Street in the existing right-of-way? 7 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 8 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the lots with construction of the street. 9 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 10 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 11 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Simpson Street in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 12 Confirm Midland Street is the correct street name. 13 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 14 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 15 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 16 100 year overflow swales must be constructed and placed within public drainage easements. Monday, July 16, 2018 Page 3 of 9 17 Access to detention ponds must be provided to the public right-of-way and/or access easement for future maintenance by the developer and/or local property owners' association. 18 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. Z File Number S-231-A Legion Hut Mobile Home Park Subdivision Site 11225 Legion Hut Road 1 Legion Hut Road is classified on the Master Street Plan as a collector street. A dedication of right-of- way 30 feet from centerline will be required. 2 The subdivision does not have access easements where the asphalt driveway is located. 3 At least 20 ft of pavement must be provided within the subdivision for compliance with the Fire 4 The applicant should consult with the Fire Marshall to determine if the loop street should be connected for conformance with the Fire Code. 5 Confirm the mail kiosk can be located on a private street as shown with LISPS. 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. Z File Number Z-4223-A Hounds Hide -Away PCD 8501 Pinnacle Valley Road 1 Beck Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 Pinnacle Valley Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Beck Road and Pinnacle Valley Road. 4 With future site expansion of the existing. building and/or parking area, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Beck Road and Pinnacle Valley Road including 5-foot sidewalks with planned development. Z File Number Z-4807-Q New Hampton Astoria Residential Apartments PD- Chenal Valley Drive and Gordon Road 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. A variance must be requested to exceed the terrace length. Provide an illustration of the line of sight from Chenal Valley Drive to the north retaining wall. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. A variance is being requested to advance grade future phases with construction of phase 1? 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Page 4 of 9 Monday, July 16, 2018 5 Storm water detention ordinance applies to this property. Is detention provided by the Chenal Golf Course? 6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 7 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 8 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall heights. 10 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 11 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. 12 Storm water detention ordinance applies to this property. The engineer reports detention is provided by the Chenal Golf Course. 13 A direct connection of the pool discharge pipe with the municipal separate stormwater sewer system is prohibited. The discharge pipe should discharge into a natural vegetated area before entering the stormwater drainage system. 14 A connection should be made with the sidewalk to the east. 15 The plans refer to alternative driveway location. Staff will only make recommendations on the driveway locations shown on the plan. 16 All driveways shall be concrete aprons per City Ordinance. 17 Vegetation must be established on disturbed areas within 21 days of completion of the advanced grading activities. 18 Where will access be provided to the property created on the north side of the development? Z File Number Z-4987-G Riverdale RH-5B Rev PCD E side of Riverfront Dr S of Morgan Keegan Dr. 1 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. Monday, July 16, 2018 Page 5 of 9 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 6 Provide ADA compliant sidewalk access from the sidewalk in the right-of-way to the building. 7 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections 30-43 and 31-210. Driveway spacing on an arterial street is 150 ft from side property lines and 300 ft from other driveways and intersections. The width of driveway must not exceed 36 feet. A variance must be requested for the proposed curb cut for a driveway. Z File Number Z-9022-A 1500 S. Bowman Rd PCD 1500 S. Bowman Rd 1 Bowman Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Bowman Road including 5-foot sidewalks with planned development. Tne new back of curb should be located 29.5 ft from the striped centerline. 3 All driveways shall be concrete aprons per City Ordinance. The proposed driveway should be shared in the future with the property to the north. The driveway should be 20 ft wide and placed on north property line with an access easement granted in the future and shown on the current plan. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9061-A The Plaza Rev PID SWC 65th St and Scott Hamilton Rd issued 1 A 20 feet radial dedication of right-of-way is required at the intersection of W. 65th St & Scott Hamilton Dr. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. An advance variance was previously approved to advance grade future phases. A grading, permit has been and the site has been rough graded. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 The striped median in Scott Hamilton Drive will be required to be modified for left turn movements to meet AASHTO and MUTCD standards at the time of building permit. Page 6 of 9 Monday, July 16, 2018 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9261-A Copper Run Subdivision Rev PD-R 16901 Pride Valley Road The future 1 Pride Valley Road is classified on the Master Street Plan as a collector street. A dedication of right- of-way 30 feet from centerline will be required. 2 Tele Road is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. The proposal only dedicates to 45 ft from centerline. 3 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Pride Valley Rd with 5 ft sidewalk with planned development. new back of curb should be placed 18 ft from centerline. 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. A variance is being requested to advance grade the lots with construction of the streets and advance grade phases with Phase 1. A grading permit has been issued for Phase 1. 5 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owners association. 6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 7 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 8 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. The proposed brick wall cannot obstruct the sight distance. 9 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 10 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 11 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Copper Loop should be revised to Circle. The south portion of Copper Loop should be revised to Court or Cove. Willow Pointe Way should connect with Willow Pointe Drive to share the same name. 12 Are pedestrian trails proposed within Tract G, H, and I? 13 What is the proposed horizontal radius of Quartz Cove? The minimum horizontal radius at centerline is 75 ft. 14 Traffic calming devices are required for long straight streets to discourage speeding. Devices should be installed in multiple locations on Copper Loop. Contact Travis Herbner, Traffic Engr. At 379-1805 for additional info. Monday, July 16, 2018 Page 7 of 9 15 The drive thru lane on the east side of the mail kiosk should be removed. Vehicles can park along the street curb. 16 Per the Master Street Plan, the sidewalk should be constructed to the cul de sac on Copper Loop. Per the Master Street Plan, a minor residential street is a cul de sac street not exceeding 40 lots, or a loop street not exceeding 80 lots, and in no case generating more than 400 vehicles trips per day with the assumption of 10 vehicles per day per lot. 17 Per the Master Street Plan, the sidewalk should be constructed along Willow Pointe Way and Short Leaf Lane. Per the Master Street Plan, a minor residential street is a cul de sac street not exceeding 40 lots, or a loop street not exceeding 80 lots, and in no case generating more than 400 vehicles trips per day with the assumption of 10 vehicles per day per lot. These streets are believed to be through streets and not cul de sacs and loop streets. 18 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Z File Number Z-9342 Houff Plumbing PCD 11800-11804 Kanis Road 1 With site development and/or platting of the lots, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Road including 5-foot sidewalks with planned development. If a lot in the subdivision is platted or a building permit is issued prior to the date of bid opening of the Kanis Road Improvements Project for this portion of Kanis Road, the owner is responsible to provide an in -lieu payment for the cost of the proposed street improvements in conformance with the project plans. 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the future lots or phases with development of the first phase or lot. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. Access to detention ponds should be provided from the right-of-way and/or access easement for future maintenance. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 5 Show the proposed driveway(s) and shared access easement(s). Per City code driveways can be located no closer than 150 ft from a side property line and no closer than 300 ft from other driveways and intersection. City code allows 1 driveway in the center of the subdivision. 6 In accordance with 31-210 (h)(12), access driveways running parallel to the street shall not create a four-way intersection within 75' of the future curb line of the street. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 8 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. Monday, July 16, 2018 Page 8 of 9 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Z File Number Z-9343 1873 South Cross Street PD-R 1873 S. Cross St. 1 Repair or replace any curb, gutter, sidewalkand access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. The sidewalk adjacent to Cross St. is damaged and in need of repair. 2 A 20 feet radial dedication of right-of-way is required at the intersection of Cross St. and W. 19th St. 3 W. 19th St. is classified on the Master Street Plan as a residential street. A dedication of right-of- way 25 feet from centerline will be required. 4 Cross St. is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. 5 The 19th St. driveway apron should be removed and access taken from the rear paved alley. Z File Number Z-9344 Branson Townhomes PD-R 1902 E. 4th St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 All driveways shall be concrete aprons per City Ordinance. 3 Are gates proposed? If so, the call box should be located 30 ft from the street curb and a turnaround provided. 4 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Monday, July 16, 2018 Page 9 of 9 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 8-9-18 Z File Number 5-1765-C Heritage Place Rev Pre Plat 7500 Blk Hwy 300 at Pinnacle Road 1 Hwy 300 is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Hwy 300 including 5-foot sidewalks with planned development. Improvements to Arkansas State facilities by private developers is not permitted by ARDOT. An in - lieu fee cannot be accepted outside of the City limits. 3 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 4 If gates are proposed at driveways, the call box should located at least 20 ft from the new right-of-way line. 5 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI. 6 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. Z File Number 5-1766-G The Village at Gateway Rev Pre Plat W of Vimy Ridge Rd & Big Rock Ave. 1 With site development, provide design of street conforming to the Master Street Plan. Construct street improvement to these streets including 5-foot sidewalks with planned development. Provide proposed street widths, sidewalk, traffic calming, and medians. 2 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 3 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 4 Plans of all work in right-of-way shall be submitted for approval prior to start of work. Obtain barricade permit prior to doing any work in the right-of-way from Traffic Engineering at (501) 379- 1805 (Travis Herbner). 5 Temporary turnarounds should be constructed at each dead end street. 6 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to grade the lots with construction of the street and drainage infrastructure? Is a variance being requested to advanced future phases with construction of phase 1? 7 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Friday, July 13, 2018 Page I of 8 8 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or local property owners' association and detailed in the bill of assurance. 9 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 10 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 11 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 12 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 13 Traffic calming devices are required for long straight streets to discourage speeding. Traffic circles or round-abouts are suggested at regular intervals and at main intersections. Show devices and locations. Contact Travis Herbner, Traffic Engr. At 379-1805 for additional info. 14 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 15 No residential waste collection service will be provided on private streets or alleys unless the property owners association provides a waiver of damage claims for operations on private property. Turnarounds must be provided at ends of alleys if waste collection is planned along alleys. Collection in alleys may require all dumpsters to be placed on the one side of the alley with no parking allowed on that side. 16 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 17 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Village Run Parkway describes a larger thoroughfare typically with a median. Big Rock Loop is OK but it should intersect with Big Rock Ave. for its use. Rock Cove is a conflict with another street. Z File Number S-1824 8910 Higgins Switch Subdivision Site Plan Review 8910 Higgins Switch Road 1 Higgins Switch Road is classified on the Master Street Plan as a residential street. A dedication of right-of-way 30 feet from centerline will be required. 2 The proposed structure should not encroach into and block the easement. Z File Number S-1825 Simpson Add Pre Plat East of Midland & Dover St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner's association. Friday, July 13, 2018 Page 2 of 8 3 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 4 The proposed street must be constructed to City of Little Rock residential street standards. 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Unobstructed drainage easements and/or tract land maybe required for drainage infrastructure and detention facility. 6 The new street configuration should provide a 50 to 75 ft straight section of new street at the existing street intersection prior to curving towards the south. 7 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 8 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the lots with construction of the street. 9 Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. 10 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 11 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Simpson Street in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 12 Confirm Midland Street is the correct street name. 13 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible parry prior to issuance of a certificate of occupancy. 14 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 15 All public drainage easements must contain drainage infrastructure approved by the City of Little Rock Public Works Department. 16 100 year overflow swales must be constructed and placed within public drainage easements. 17 Access to detention ponds must be provided to the public right-of-way and/or access easement for future maintenance by the developer and/or local property owners' association. 18 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. Z File Number S-231-A Legion Hut Mobile Home Park Subdivision Site 11225 Legion Hut Road 1 Legion Hut Road is classified on the Master Street Plan as a collector street. A dedication of right-of- way 30 feet from centerline will be required. 2 The subdivision does not have access easements. 3 At least 20 ft of pavement must be provided within the subdivision for compliance with the Fire Friday, July 13, 2018 Page 3 of 8 4 The applicant should consult with the Fire Marshall to determine if the loop street should be connected for conformance with the Fire Code. 5 Confirm the mail kiosk can be located as shown with USPS. 6 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner. Z File Number Z-4223-A Hounds Hide -Away PCD 8501 Pinnacle Valley Road 1 Beck Road is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 Pinnacle Valley Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way 45 feet from centerline will be required. 3 A 20 feet radial dedication of right-of-way is required at the intersection of Beck Road and Pinnacle Valley Road. 4 With future site expansion of the existing building and/or parking area, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Beck Road and Pinnacle Valley Road including 5-foot sidewalks with planned development. Z File Number Z-4807-Q New Hampton Astoria Residential Apartments PD- Chenal Valley Drive and Gordon Road 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. A variance must be requested to exceed the terrace length. Provide an illustration of the line of sight from Chenal Valley Drive to the north retaining wall. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. A variance is being requested to advance grade future phases with construction of phase 1? 4 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 5 Storm water detention ordinance applies to this property. Is detention provided by the Chenal Golf Course? 6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 7 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. 8 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 9 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall heights. Friday, July 13, 2018 Page 4 of 8 10 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. 11 No more than 200 ft of terrace can be in a straight line and minimum of 10 ft curved section, jog, or offset is required for each additional 200 ft of terrace. 12 Storm water detention ordinance applies to this property. The engineer reports detention is provided by the Chenal Golf Course. 13 A direct connection of the pool discharge pipe with the municipal separate stormwater sewer system is prohibited. The discharge pipe should discharge into a natural vegetated area before entering the stormwater drainage system. 14 A connection should be made with the sidewalk to the east. 15 The plans refer to alternative driveway location. Staff will only make recommendations on the driveway locations shown on the plan. 16 All driveways shall be concrete aprons per City Ordinance. 17 Vegetation must be established on disturbed areas within 21 days of completion of the advanced grading activities. 18 Where will access be provided to the property created on the north side of the development? Z File Number Z-4987-G Riverdale RH-513 Rev PCD E side of Riverfront Dr S of Morgan Keegan Dr. 1 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan. 2 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9022-A 1500 S. Bowman Rd PCD 1500 S. Bowman Rd 1 Bowman Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of- way 45 feet from centerline will be required. 2 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Bowman Road including 5-foot sidewalks with planned development. Tne new back of curb should be located 29.5 ft from the striped centerline. 3 All driveways shall be concrete aprons per City Ordinance. The proposed driveway should be shared in the future with the property to the north. The driveway should be 20 ft wide and placed on north property line with an access easement granted in the future and shown on the current plan. Friday, July 13, 2018 Page 5 of 8 4 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. 5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). 6 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9061-A The Plaza Rev PID SWC 65th St and Scott Hamilton Rd issued 1 A 20 feet radial dedication of right-of-way is required at the intersection of W. 65th St & Scott Hamilton Dr. 2 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. 3 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. An advance variance was previously approved to advance grade future phases. A grading permit has been and the site has been rough graded. 4 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. 5 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 6 The striped median in Scott Hamilton Drive will be required to be modified for left turn movements to meet AASHTO and MUTCD standards at the time of building permit. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Z File Number Z-9261-A Copper Run Subdivision Rev PD-R 16901 Pride Valley Road The future 1 Pride Valley Road is classified on the Master Street Plan as a collector street. A dedication of right- of-way 30 feet from centerline will be required. 2 Tele Road is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way to 55 feet from centerline will be required. The proposal only dedicates to 45 ft from centerline. 3 With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Pride Valley Rd with 5 ft sidewalk with planned development. new back of curb should be placed 18 ft from centerline. A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. A variance is being requested to advance grade the lots with construction of the streets and advance grade phases with Phase 1. A grading permit has been issued for Phase 1. Friday, July 13, 2018 Page 6 of 8 5 Storm water detention ordinance applies to this property. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owners association. 6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 7 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic Engr 379-1813 (Greg Simmons) for more info. 8 Provide a letter prepared by a registered engineer certifying the intersection sight distance at the intersection(s) comply with 2004 AASHTO Green Book standards. The proposed brick wall cannot obstruct the sight distance. 9 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 10 All public drainage easements must be unobstructed and access provided to the public right-of-way by constructed infrastructure and/or documented on the final plat. 11 Street names and street naming conventions must be approved by Public Works. Contact Glenn Haley at (501) 371-4537. Copper Loop should be revised to Circle. The south portion of Copper Loop should be revised to Court or Cove. Willow Pointe Way should connect with Willow Pointe Drive to share the same name. 12 Are pedestrian trails proposed within Tract G, H, and I? Z File Number Z-9342 Houff Plumbing PCD 11800-11804 Kanis Road 1 With site development and/or platting of the lots, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to Kanis Road including 5-foot sidewalks with planned development. If a lot in the subdivision is platted or a building permit is issued prior to the date of bid opening of the Kanis Road Improvements Project for this portion of Kanis Road, the owner is responsible to provide an in -lieu payment for the cost of the proposed street improvements in conformance with the project plans. 2 A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Is a variance being requested to advance grade the future lots or phases with development of the first phase or lot. 3 Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Maintenance of the detention pond and all private drainage improvements is the responsibility of the developer and/or property owner association. Access to detention ponds should be provided from the right-of-way and/or access easement for future maintenance. 4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. 5 Show the proposed driveway(s) and shared access easement(s). Per City code driveways can be located no closer than 150 ft from a side property line and no closer than 300 ft from other driveways and intersection. Friday, July 13, 2018 Page 7 of 8 6 In accordance with 31-210 (h)(12), access driveways running parallel to the street shall not create a four-way intersection within 75' of the future curb line of the street. 7 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. 8 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction. Provide proposed wall elevations. 9 Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Z File Number Z-9343 1873 South Cross Street PD-R 1873 S. Cross St. 1 Repair or replace any curb, gutter, sidewalkand access ramps that are damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. The sidewalk adjacent to Cross St. is damaged and in need of repair. 2 A 20 feet radial dedication of right-of-way is required at the intersection of Cross St. and W. 19th St. 3 W. 19th St. is classified on the Master Street Plan as a residential street. A dedication of right-of- way 25 feet from centerline will be required. 4 Cross St. is classified on the Master Street Plan as a residential street. A dedication of right-of-way 25 feet from centerline will be required. 5 The 19th St. driveway apron should be removed and access taken from the rear paved alley. Z File Number Z-9344 Branson Townhomes PD-R 1902 E. 4th St. 1 Repair or replace any curb and gutter or sidewalk that is damaged and not in compliance with ADA recommendations in the public right-of-way prior to occupancy. 2 All driveways shall be concrete aprons per City Ordinance. 3 Are gates proposed? If so, the call box should be located 30 ft from the street curb and a turnaround provided. 4 Show proposed location(s) of USPS cluster box units in conformance with USPS and City of Little Rock policy design standards. 5 Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Friday, July 13, 2018 Page 8 of 8 MEMORANDUM TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE JULY 18, 2018, SUBDIVISION COMMITTEE MEETING CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER DATE: JULY 13, 2018 1. 7500 Block of Hi hwa 300 S-1765-C No comment. 2. West of Vimy Ridge Road (S-1766-G) No Comment 3. 1220-1400 Block of Stewart Road S-1787-A No Comment 4. East of Midland and Dover Streets S-1825 No Comment 5. 11225 Legion Hut Road S-231-A No Comment 6. 8910 Higgins Switch Road (S-1824) No Comment 7. 8501 Pinnacle Vallee Road (Z-4223-A) Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. Any new building rehabilitation or expansion may require the existing landscaping, buffer, or vehicular use areas not meeting the current code requirements to be brought into compliance. Existing vehicular use areas may continue as nonconforming until such time as a building permit is granted to enlarge or reconstruct a structure on the property exceeding ten (10) percent of the existing gross floor area. At such time ten (10) percent of the existing vehicular use area shall be brought into compliance on a graduated scale. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 8. North of Chenal Valle Dr corner of Chenal Valley Dr and Gordon Rd Z-4807- 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 average depth of the lot is approximately 800 linear feet. A minimum forty-eight (48) foot street buffer is required between the property line and the Chenal Valley Drive right-of-way. The street buffer and minimum nine (9) perimeter planting strip between the parking areas and property line are deficient. A land use buffer six (6) percent of the average width / depth of the lot will be required when an adjacent property has a dissimilar use of a more restrictive nature. The minimum dimension shall be one-half (1/2) the full width requirement but in no case be required to exceed fifty (50) feet. The surrounding properties have a more restrictive zoning. The approximate average width of the lot is 1,000 feet. A minimum fifty (50) foot buffer will be required adjacent to the R-2 and PD-R zoned property. The vehicular use area encroaches into a portion of these buffers. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, six (6) feet in height shall be required upon the property line side of the buffer. In addition to the required screening, buffers are to be at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. A portion of the property to the north is zoned OS, no building or structure (principal or accessory) may be erected, no trees may be removed and no paving for wheeled vehicles will be allowed in this area. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property, or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be three hundred (300) square feet for developments exceeding one hundred fifty (150) parking spaces. Interior islands must be a minimum seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. An automatic irrigation system to water landscaped areas shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 9. Riverfront Dr South of Morgan Deegan Drive (Z-4987-G) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street, highway or freeway. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be one hundred fifty (150) square feet for developments with one hundred fifty (150) or fewer parking spaces. Interior islands must be a minimum seven and one half (7 1 /2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required for developments of one (1) acre or larger. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 10. 1500 South Bowman Road (Z-9022-A) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half (1/z) the full width requirement but in no case be less than nine (9) feet. The street buffer is deficient. The approximate average depth of the site is 200 feet. A minimum twelve (12) foot street buffer is required between Bowman Rd right-of-way and the proposed parking. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirly (30) feel. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street, highway or freeway. This strip shall be at least nine (9) feet wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. The east perimeter planting strip is deficient. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. A land use buffer will be required when an adjacent property has a dissimilar use of a more restrictive nature. The property to the south is zoned R-2. As a component of all land use buffer requirements, opaque screening, whether a fence or other device, six (6) feet in height shall be required upon the property line side of the buffer. In addition to the required screening, buffers are to be at the rate of one (1) tree and three (3) shrubs for every thirty (30) linear feet. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 11. Corner of 65th Street and Scott Hamilton (Z-9061-A) Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Street buffers will be required at six (6) percent of the average depth of the lot. The minimum dimension shall be one-half ('/2) the full width requirement but in no case be required to exceed fifty (50) feet. The street buffer to the north is deficient. The approximate average depth (north/south) of the site is 930 feet. A minimum fifty (50) foot street buffer is required between the 65th Street right-of-way and the proposed parking. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of-ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street, highway or freeway. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting strip. The east perimeter planting strip is deficient. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. Eight percent (8%) of the vehicular use area must be designated for green space; this green space needs to be evenly distributed throughout the parking area(s). The minimum size of an interior landscape area shall be three hundred (300) square feet for developments exceeding one hundred fifty (150) parking spaces. Interior islands must be a minimum seven and one half (7 1/2) feet in width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for every twelve (12) parking spaces. A landscape irrigation system shall be required for developments of one (1) acre or larger. The development of two (2) acres or more requires the landscape plan to be stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 12. 16901 Pride Valley Road Z-9261-A No Comment 13. 11800 —11804 Kanis Road (Z-9342� Any new site development must comply with the City's minimal landscape and buffer ordinance requirements. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six (6) inch caliper or larger. 14. 1873 South Cross Street Z-9343) No Comment 15. 1902 East 4th Street (Z-9344) No Comment Z-4223-A Address: 8501 Pinnacle Valley road Planning Division: This request is located in River Mountain Planning District. The Land Use Plan shows Commercial (C) for this property. The Commercial category includes a broad range of retail and wholesale sales of products, personal and professional services, and general business activities. Commercial activities vary in type and scale, depending on the trade area that they serve. The applicant has applied for rezoning from C1 (Neighborhood Commercial District) to PCD (Planned Commercial Development) to add a pet daycare as an allowable use. Master Street Plan: West of the property is Pinnacle Valley Road and it is shown as a Minor Arterial on the Master Street Plan. South of the Property is Beck Drive and it shown as a Collector on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Pinnacle Valley Road since it is a Minor Arterial. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Pinnacle Valley Road. Bike Lanes provide a portion of the pavement for the sole use of bicycles. There is a Class III Bike Route shown on Beck Road. Bike Routes require no additional right-of-way, but either a sign or pavement marking to identify and direct the route. Z-4807-Q Address: North of Chenal Valley Drive on the corner of Chenal Valley Drive and Gordon Road Planning Division: This request is located Chenal Planning District. The Land Use Plan shows Residential High (RH) for this property. The Residential High category accommodates residential development of more than twelve (12) dwelling units per acre. The applicant has applied for a rezoning from MF12 (Multifamily Districts) to PDR (Planned Development Residential) to allow the development of a Multi -family development at over 14.5 units/acre. Master Street Plan: South of the Property is Chenal Valley Drive and it shown as a Collector on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. The east side of the property is Gordon Road and it is ;own as a Local Street on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicvcle Plan: A Class II Bike Lane is shown along Chenal Valley Drive. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-4987-G Address: East side of Riverfront Drive just south of Morgan Keegan Drive Planning Division: This request is located in the Heights Hillcrest Planning District. The Land Use Plan shows Mixed Use (MX) for this property. The Mixed Use category provides for a mixture of residential, office and commercial uses to occur. A Planned Zoning District is required if the use is entirely office or commercial or if the use is a mixture of the three. The applicant has applied for a revised to PCD (Planned Commercial Development) to allow revised site plan for an office building Master Street Plan: To the south of the property is Riverfront Drive and it is shown as a Minor Arterial on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Riverfront Drive since it is a Minor Arterial. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle PI_an� A Class II Bike Lane is shown along Riverfront Drive. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9022-A Address: 1500 South Bowman Road Planninq Division: This request is located in Ellis Mountain Planning District. The Land Use Plan shows Service Trades District (STD) for this property. Service Trades District category provides for a selection of office, warehousing, and industrial park activities that primarily serve other office service or industrial businesses. The district is intended to allow support services to these businesses and to provide for uses with an office component. A Planned Zoning District is required for any development not wholly office. The Applicant has applied for a rezoning from R2 (Single Family District) to PCD (Planned Commercial Development) to allow a proposed retail center.. Master Street Plan: To the east of the property is Bowman Road and it is shown as a Minor Arterial on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on South Bowman Road since it is a Minor Arterial. This street may require dedication of right-of- way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9061-A Address: Located on the southwest corner of 65th and Scott Hamilton Planning Division: This request is located in 65th Street East Planning District. The Land Use Plan shows Industrial (1) for this property. The Industrial category encompasses a wide variety of manufacturing, warehousing research and development, processing, and industry related office and service activities. Industrial development typically occurs on an individual tract basis rather than according to an overall development plan. The applicant has applied for a rezoning from PCD (Planned Commercial Development) to PID (Planned Industrial Development) to allow Retail and Sports fields. Master Street Plan: Both Scott Hamilton Drive and 65th Street are shown as a Minor Arterial on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on 65th Street & Scott Hamilton Drive since they are a Minor Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: A Class II Bike Lane is shown along Scott Hamilton Drive. Bike Lanes provide a portion of the pavement for the sole use of bicycles. A Class II Bike Lane is shown along 65th Street. Bike Lanes provide a portion of the pavement for the sole use of bicycles. Z-9261-A Address: 16901 Pride Valley Drive Planning Division: This request is located in Ellis Mountain Planning District. . The Land Use Plan shows Residential Low (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from PD-R (Planned Development Residential) & R2 (Single Family District) to PDR (Planned Development Residential) to expand the subdivision area with additional single-family lots Master Street Plan: The north side of the property is Pride Valley Drive and it is shown as a Collector on the Master Street Plan. There is a proposed West Loop and it is shown as a Principal Arterial on the Master Street Plan. The primary function of a Collector Road is to provide a connection from Local Streets to Arterials. A Collector design standard is used for Commercial Streets. The primary function of a Principal Arterial Street is to serve through traffic and to connect major traffic generator or activity centers within an urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on West Loop since it is a Principal Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: Class I (proposed West Loop) Bike Path is shown along West Loop. A Bike Path is to be a paved path physically separate for the use of bicycles. Additional right-of-way or an easement is recommended. Nine -foot paths are recommended to allow for pedestrian use as well (replacing the sidewalk). Z-4343-JJ Address: 11800-11804 Kanis Road Planning Division: This request is located in 1430 Planning District. The Land Use Plan shows Mixed Office and Commercial (MOC) for this property. The Mixed Office and Commercial category provides for a mixture of office and commercial uses to occur. Acceptable uses are office or mixed office and commercial. A Planned Zoning District is required if the use is mixed office and commercial. The applicant has applied to rezoning from R2 (Single Family District) to PCD (Planned Commercial Development) to allow C-3 general commercial. Master Street Plan: To the south of the property is Kanis Road and it is shown as Minor Arterial Streets on the Master Street Plan. A Minor Arterial provides connections to and through an urban area and their primary function is to provide short distance travel within the urbanized area. Entrances and exits should be limited to minimize negative effects of traffic and pedestrians on Kanis Road since it is a Minor Arterial. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. s Z-9343 Address: 1873 South Cross Street Planning Division: This request is located in the Central City Planning District. The Land Use Plan shows Residential Low (RL) for this property. The Residential Low Density (RL) category provides for single family homes at densities not to exceed 6 units per acre. Such residential development is typically characterized by conventional single family homes, but may include patio or garden homes and cluster homes, provided that the density remain less than 6 units per acre. The applicant has applied for a rezoning from R4 (Two Family District) to PDR (Planned Development Residential) to recognize an existing triplex. Master Street Plan: South Cross Street and West 19th Street are both as Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non- residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. These streets may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. Z-9344 Address: 1902 East 4t" Street Planning Division: This request is located in East Little Rock Planning. The Land Use Plan shows Residential Medium Density (RM). Residential Medium Density accommodates a broad range of housing types including single family attached, single family detached, duplex, town homes, multi -family and patio or garden homes. Any combination of these and possibly other housing types may fall in this category provided that the density is between six (6) and twelve (12) dwelling units per acre. The applicant has applied for a rezoning from R4 (Two Family District) to PDR (Planned Development Residential) to allow townhouses at 19 units/acre as an allowable use. Master Street Plan: East 4t" Street is a Local Streets on the Master Street Plan. The primary function of a Local Street is to provide access to adjacent properties. Local Streets that are abutted by non-residential zoning/use or more intensive zoning than duplexes are considered as "Commercial Streets". A Collector design standard is used for Commercial Streets. This street may require dedication of right-of-way and may require street improvements for entrances and exits to the site. Bicycle Plan: There are no bike routes shown in the immediate vicinity. �z Enter, July 6, 2018 City of Little Rock Department of Planning and Development ATTN: Ms. Donna James, AICP 723 West Markham Street Little Rock, AR 72201-1334 Entergy Arkansas Inc. #9 Entergy Court Little Rock, AR 72211 RE: Entergy comments related to Planning and Zoning items for the August 9th Meeting Ms. James, Please find below Entergy's comments related to the items received from the Department of Planning and Development this week. The request letter said to have the comments back to you by July 16tn, 2018. • Simpson Addition Preliminary Plat — E of Midland & Dover Streets — Granite Mtn — S- 1825 Entergy does not object to this proposal. There is an existing single phase, overhead power line on the south side of Dover Street in front of this property. It does not appear to conflict with the proposed Plat and can ultimately be used to feed the subdivision. Contact Entergy in advance to discuss electrical service requirements, and adjustments to existing facilities (if any) as this project proceeds. • Branson Townhomes Short -form PD-R —1902 E 4" St.— Z-9344 Entergy does not object to this proposal. There is an existing single phase, overhead power line on the north side 41h Street on the south side of this property. There do not appear to be any conflicts with proposed structures, but the proposed trees/vegetation placed underneath the power line will not be allowed to grow near the wires supported by the poles. The proposed vegetation should be low growth type. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. ■ The Village at Gateway Revised prelim Plat — W of Vimy Ridge Rd — Big Rock Ave. — S- 1766-G Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities (if any) as this project proceeds. * New Hampton Astoria Residential Apartment Long -form PD-R — N of Chenal Valley Dr on corner of Chenal Valley Dr, and Gordon Rd. — Z-4807-Q Entergy does not object to this proposal. There is an existing three phase, underground power line on the north side of Chenal Valley Drive in front of this property and a three phase, overhead power line on the west side of the property. Care should be used when digging or working around power lines. All required separations and clearances to power lines must be maintained during and after construction. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities (if any) as this project proceeds. • Quicks Lake Addition Replat 6A-R & 6B-R—1220-1400 Block of Stewart Rd. — S-1787-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Contact Entergy in advance to discuss electrical service requirements, extensions, or adjustments to existing facilities (if any) as this project proceeds. 1873 South Cross St. Short form PD-R —1873 So. Cross St. - Z-9343 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already provided to the existing building. Contact Entergy in advance to discuss electrical service requirements, or adjustments to existing facilities. • 1500 So. Bowman Short -form PCD —1500 So. Bowman Rd. — Z-9022-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A three phase, overhead power line runs along the west side of Bowman Road in front of this property. Care should be used when working around or under electrical power lines. Contact Entergy in advance to discuss electrical service requirements, power line extension, or adjustments to existing facilities (if any) as this project proceeds. Houff Plumbing Short -form PCD—11800-11804 Kanis Rd. — Z-9-342 Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already being provided to the existing structures on the property. A three phase, overhead power line runs along the south side of Kanis Road in front of this property. A three-phase, underground power line also exists on the west side of the property. Contact Entergy in advance to discuss electrical service requirements, power line extension, or adjustments to existing facilities (if any) as this project proceeds. • The Plaza Revised Long -form PID — SW corner of 65th and Scott Hamilton — Z-9061-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. There is an existing single phase, overhead power line to the south of this property. Contact Entergy in advance to discuss electrical service requirements, a line extension, or adjustments to existing facilities (if any) as this project proceeds. • Copper Run Subdivision Revised Long -form PD-R —16901 Pride Valley Rd. — Z-9261-A Entergy does not object to this proposal. There are a few single phase, overhead power lines on the north and northwest parts of the property which may conflict with the proposed development. Adjustments or removal of these lines may be required before proceeding with construction. Contact Entergy in advance to discuss electrical service requirements, line extensions, and adjustments to existing facilities (if any) as this project proceeds. • Riverdale RH-5B Revised Short -form PCD — E side of Riverfront Dr just south of Morgan Keegan Dr. — Z-4987-G Entergy does not object to this proposal. However, caution should be used in the location of the building as there is a three-phase, underground power line on the eastern side of this property which serves the entire area. The southeastern corner of the proposed building is very close to the buried power line and should not inhibit access to the line once constructed. Contact Entergy in advance to discuss electrical service requirements, line extensions, or adjustments to existing facilities (if any) as this project proceeds. • Heritage Place Revised prelim Plat — in 7500 Block of Hwy 300 — S-1765-C Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already provided to the existing building from the west side of the property via an overhead power line. A three phase overhead electrical power line runs along the east side of Highway 300 to the west of the development. Contact Entergy in advance to discuss electrical service requirements for the remaining lots, or adjustments to existing facilities (if any) as this project proceeds. Hounds Hide -Away Short -form PCD — 8501 Pinnacle Valley Road — Z-4223-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. Service is already provided to the existing building from the south side of the property via an overhead power line. Contact Entergy in advance to discuss electrical service requirements changes, or adjustments to existing facilities (if any) as this project proceeds. • 8910 Higgins Switch Subdivision Site Plan Review — 8910 Higgins Switch Rd. — S-1824 Entergy does not object to this proposal. However, caution should be used when moving the proposed mobile homes to this site as there are overhead power lines along the eastern side of this property — on the western side of Higgins Switch Road. Contact Entergy in advance to discuss electrical service requirements of the new structures, service extensions, or adjustments to existing facilities (if any) as this project proceeds. Legion Hut Mobile Home Park Subdivision Site Plan Review —11225 Legion Hut Rd.— S- 231-A Entergy does not object to this proposal. There do not appear to be any conflicts with existing electrical utilities at this location. A single phase overhead cicctrical power line runs along the north side of the proposed additional spaces on the north side of the property. Contact Entergy in advance to discuss electrical service requirements, location of any new facilities, or adjustments to existing facilities (if any) as this project proceeds. If you need further assistance you may call me at 501-954-5158 or e-mail me at bneumei@entergy.com. Sincerely, Bernard Neumeier, P.E. Region Engineering Supervisor Entergy Arkansas, Inc. Little Rock Water Reclamation Authority Comments Project Number 5-1765-C Project Name Project Type Heritage Place Single Family Preliminary Plat Project Number 5-1766-G Project Name Project Type Village at the Gateway Single Family Preliminary Plat Phase VIII Project Number S-1787-A Project Name Project Type Quicks Lake Addition Single family residential replat Project Number S-1824 Project Name Project Type 8910 Higgins Switch Road Subdivision/Site Plan Review Project Number S-1825 Project Name Project Type Simpson Addition Preliminary Plat Project Number S-231-A Project Name Project Type Legion Hut Mobile Home Subdivision/Site Plan Review Park Project Number Z-4223-A Project Name Hounds Hideaway Project Number Z-4807-Q Comment Made Outside Service Boundary- No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Separate service connection required for each unit. Capacity Fee Review required. Comment Made Outside Service Boundary - No Comment. Comment Made Outside Service Boundary - No Comment. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Comment Made Sewer main extension required with easements if new sewer service is required for this project. Project Type Comment Made Planned Development: Commercial - Outside Service Boundary- No Comment. Pet Day -Care Project Name Project Type Comment Made Hampton Astoria Planned Development: Residential - Sewer main extension required with easements if new Residential Apartments Multi -Family sewer service is required for this project. Capacity Fee Review required. Friday, July 13, 2018 Page 1 of 2 Project Number Z-4987-G Project Name Project Type Comment Made Riverdale RH-5B Planned Development: Commercial Sewer Main Available across Riverfront Drive Project Number Z-9022-A Project Name Project Type Comment Made 1500 South Bowman Planned Development: Commercial Sewer Available to this site. Retain any existing sewer easement. Project Number Z-9061-A Project Name Project Type Comment Made The Plaza Planned Development: Industrial - Sewer Available to this site. Capacity Fee Review retail and sports fields required. Project Number Z-9261-A Project Name Project Type Comment Made Copper Run Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Capacity Fee Review required. Project Number Z-9342 Project Name Project Type Comment Made Houff Plumbing Planned Development: Commercial Sewer Available to this site. Capacity Fee Review required. Project Number Z-9343 Project Name Project Type Comment Made 1873 South Cross Street Planned Development: Residential - Sewer Available to this site. Retain any existing sewer recognize exist. Triplex easement. Project Number Z-9344 Project Name Project Type Comment Made Bronson Townhomes Planned Development: Residential Sewer main extension required with easements if new sewer service is required for this project. Separate service connection required for each townhouse. Capacity Fee Review required. Friday, July 13, 2018 Page 2 of 2 To: Donna James From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal Comment for the foilowine Locations: S-1825 East of Midland and Dover Streets Maintain Access: Fire Hydrants. Date: July 10, 2018 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. one- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 2-9344 1902 East 4th Street Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. LgLding Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1766-G West of Vimy Ridge Read 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. Lo—ad innR Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two -Family Residential Developments. As per Appendix D, Section 13107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-4807 —Q North of Chenal Valley Drive Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. 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. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Multi -Family Residential Developments As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all building, including nonresidential occupancies are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having more than 200 dwelling units. Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. 5-1787-A 1220-1400 Block of Stewart Road aintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol- 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9343 1873 South Cross Street No comments Z-9022-A 1500 South Bowman Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9342 11800- 11804 Kanis Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends_ Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 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-9061-A Southwest corner of 651" and Scott Hamilton Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol- 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-9261-A 16901 Pride Vallev Road Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol'. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. 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 byway of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. One- or Two -Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two -Family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Z-4987-G East side of Riverfront Drive just south of Morgan Keegan Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol- 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fire apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fire apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Dead Ends. Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1765-C 7500 Block of Highwav 300 No comments Z-4223-A 8501 Pinnacle Vallev Road Full plan review Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101— C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. S-1824 8910 Hiig ins Switch Road No comments S-231-A 11225 Legion Hut Road No comments Regards, Captain Rhodes and Captain Hogue Office: 918-3710